{include:Teesworks - keywords - menu} [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf|EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf]]:26:3.4 Spent steam from the steam turbine will be cooled and condensed with the resultant [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf|EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf]]:27: ─ Air-cooled condensers. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf|EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf]]:29: condenser in order to remove any water and solvent vapours present in the stream [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf|EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf]]:31: (liquid, ‘dense phase’) before cooling and its subsequent introduction into the CO 2 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf|EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf]]:31: that will pass the dense phase liquid to a subsea pipeline for onward transportation to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf|EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf|EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf]]:41: dense than the brine within the saline aquifer, it will gradually migrate to the top [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf|EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf]]:41:9.4.9.3. The migration of the dense phase CO2 to the crest is not an immediate process. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf|EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf]]:10: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001899-NZT DCO 8.12 - Northumbrian Water Ltd SoCG (Tracked) July 2022 (D4).pdf|EN010103-001899-NZT DCO 8.12 - Northumbrian Water Ltd SoCG (Tracked) July 2022 (D4).pdf]]:8: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf|EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf]]:16: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001787-NZT DCO 8.7 - Historic England SoCG - June 2022.pdf|EN010103-001787-NZT DCO 8.7 - Historic England SoCG - June 2022.pdf]]:8: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf|EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf]]:10: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002631-NZT DCO 3.3 - Funding Statement - Appendix 1 (Clean) - Nov 2022 (D13).pdf|EN010103-002631-NZT DCO 3.3 - Funding Statement - Appendix 1 (Clean) - Nov 2022 (D13).pdf]]:11: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf|EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf|EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf]]:10:3.4.1 A small additional flow of Condensed Water arising from blowdown from the HRSG [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf|EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf]]:23:Water – condensed water, diluted with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf|EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf]]:23:Condensed The Condensed Water flows are significantly smaller than surface water, will be to the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf|EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf]]:27:Water – condensed water, diluted with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf|EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf]]:27:Condensed The Condensed Water flows are significantly smaller than surface water, will be to the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001858-9.11 - Applicants' Comments on Deadline 2 Submissions - June 2022(D3).pdf|EN010103-001858-9.11 - Applicants' Comments on Deadline 2 Submissions - June 2022(D3).pdf]]:6:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf|EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf]]:47:months, particularly at Seal Sands, indicating excess nutrient levels. The presence of dense algal [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf|EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf]]:17: Dense stands of scrub are widely distributed over the land required for [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf|EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf]]:18: willows. Species-poor stands of dense brambles are frequently along [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf|EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf]]:21: There are areas of scattered and dense scrub occurring adjacent to the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf|EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf]]:37: Scrub - dense/continuous [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf|EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf]]:38: . Scrub - dense/continuous [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf|EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf]]:39: Scrub - dense/continuous [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf|EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf]]:40: Saltmarsh - dense/continuous [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf|EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf]]:40: Scrub - dense/continuous [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf|EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf]]:41: D D Scrub - dense/continuous [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf|EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf]]:42: Scrub - dense/continuous [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001117-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 4.pdf|EN010103-001117-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 4.pdf]]:8:TN31 Dense scrub on north side of raised railway embankment. Dominated by [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001117-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 4.pdf|EN010103-001117-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 4.pdf]]:8:TN34 Dense scrub composed of bramble and willows running adjacent and directly [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001117-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 4.pdf|EN010103-001117-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 4.pdf]]:8:Road. Pond and ditch edges densely vegetated by a pond-sedge (Carex [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001117-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 4.pdf|EN010103-001117-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 4.pdf]]:9:TN41 Dense bramble scrub running along both sides of railway track. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001117-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 4.pdf|EN010103-001117-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 4.pdf]]:10:calcareous grassland (30% of area), dense and scattered bramble scrub (15%), tall [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001117-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 4.pdf|EN010103-001117-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 4.pdf]]:10:TN75 Large patch of dense bramble scrub growing next to earth mound. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf|EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf]]:23:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002638-NZT DCO 8.12 - NWL SoCG - Final - Nov 2022 (D13).pdf|EN010103-002638-NZT DCO 8.12 - NWL SoCG - Final - Nov 2022 (D13).pdf]]:8: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000822-NZT DCO 3.3 - Funding Statement incl. Appendix 1.pdf|EN010103-000822-NZT DCO 3.3 - Funding Statement incl. Appendix 1.pdf]]:11:  a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002069-NZT DCO 8.5 - Environment Agency SoCG (Tracked) August 2-22 (D6).pdf|EN010103-002069-NZT DCO 8.5 - Environment Agency SoCG (Tracked) August 2-22 (D6).pdf]]:8: Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002414-NZT DCO 5.10 - Other Consents and Licences - Oct 2022 D11 (Tracked).pdf|EN010103-002414-NZT DCO 5.10 - Other Consents and Licences - Oct 2022 D11 (Tracked).pdf]]:8: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:23:The Applicant must demonstrate that the proposal will condensed water having been treated at Brans Sands WwTW [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:24:enhance the waterbodies within development boundary and condensed water having been treated at Brans Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:37: marginal vegetation was dense. The [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:101: • Condensed Water: A small amount of additional effluent will be generated [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:101: on site as steam condensate (“Condensed Water”) and will also be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:102:9.7.150 The Condensed Water flows are significantly smaller than the Cooling Tower [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:153:2.2.3 Condensed Water Quality ................................................................................................... 17 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:155:contaminated wastewater from on-site processes including condensed water from the Heat Recovery [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:157:  Condensed Water: A small amount of additional effluent will be generated on site as steam [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:157: condensate (“Condensed Water”) and will also be discharged to Tees Bay. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:157:Blowdown Water and Condensed Water. Further, the origin of the Cooling Tower Blowdown Water is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:157:be concentrated by up to five times by re-use within the cooling system. The Condensed Water flows [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:164:contaminant will be concentrated by up to five times as the raw water is condensed and recycled as [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:166:2.2.3 Condensed Water Quality [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:166:by the PCC site. However, as noted previously a small additional flow of Condensed Water from the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:166:the DIN EQS. The Condensed Water may also contain dissolved carbon dioxide at concentrations [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:166:limited in coastal waters. The impact of mixing and re-use of Condensed Water on the final discharged [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:167:Condensed Water, with or without surface water addition. The pollutant flows, effluent loads and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:167:River Tees at Low Worsall. Condensed Water is assumed to contain only ammonia as a pollutant, while [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:167:current site designs include balancing ponds where Cooling Tower Blowdown Water, Condensed Water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:189:fired power station, filtration reject water, condensed and process water from a carbon capture facility, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:189:blowdown water component. The condensed water is a much smaller stream but can contain up to 5 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:189:information on PCC condensed and process water quality and Bran Sands effluent quality to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001189-NZT DCO 5.2 Project Need Statement - Reprovided.pdf|EN010103-001189-NZT DCO 5.2 Project Need Statement - Reprovided.pdf]]:13: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001788-NZT DCO 5.10 - Other Consents and Licences - June 2022 (Tracked).pdf|EN010103-001788-NZT DCO 5.10 - Other Consents and Licences - June 2022 (Tracked).pdf]]:8: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001788-NZT DCO 5.10 - Other Consents and Licences - June 2022 (Tracked).pdf|EN010103-001788-NZT DCO 5.10 - Other Consents and Licences - June 2022 (Tracked).pdf]]:9: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf|EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf]]:10: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf|EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf]]:16: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001211-NZT DCO 1.2 - Application Guide - Oct 2021 Rev.2.0.pdf|EN010103-001211-NZT DCO 1.2 - Application Guide - Oct 2021 Rev.2.0.pdf]]:10:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf|EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf]]:9: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001795-NZT DCO 1.2 - Application Guide - June 2022.pdf|EN010103-001795-NZT DCO 1.2 - Application Guide - June 2022.pdf]]:10:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002630-NZT DCO 3.3 - Funding Statement - Appendix 6 - NG - Nov 2022 (D13).pdf|EN010103-002630-NZT DCO 3.3 - Funding Statement - Appendix 6 - NG - Nov 2022 (D13).pdf]]:48:The following table sets out a condensed version of the Group’s IFRS reported operating profit to reflect the impact of the Group’s various [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002630-NZT DCO 3.3 - Funding Statement - Appendix 6 - NG - Nov 2022 (D13).pdf|EN010103-002630-NZT DCO 3.3 - Funding Statement - Appendix 6 - NG - Nov 2022 (D13).pdf]]:76: • The Super Conductor Applications for Dense Energy Transmission [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002630-NZT DCO 3.3 - Funding Statement - Appendix 6 - NG - Nov 2022 (D13).pdf|EN010103-002630-NZT DCO 3.3 - Funding Statement - Appendix 6 - NG - Nov 2022 (D13).pdf]]:286:Research shows that a highly engaged condensed into a liquid form, typically at [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf|EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf]]:241: – In France, at the end of 2021, the service station network had a dense [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf|EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf]]:83:Condensed income statement under IFRS For the year ended 31 December [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf|EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf]]:86:E&P Norway - condensed income statement under IFRS [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf|EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf]]:87:E&P International - condensed income statement under IFRS [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf|EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf]]:88:E&P USA - condensed income statement under IFRS [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf|EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf]]:89:MMP - condensed income statement under IFRS [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf|EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf]]:90:REN - condensed income statement under IFRS [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002077-NZT DCO 9.31 - Response to Examining Authority's Written Questions DLV1.7 ii August 2022 (D6).pdf|EN010103-002077-NZT DCO 9.31 - Response to Examining Authority's Written Questions DLV1.7 ii August 2022 (D6).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:10:3.4.1 A small additional flow of Condensed Water arising from blowdown from the HRSG [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:21:Water – condensed water, diluted with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:21:Condensed The Condensed Water flows are significantly smaller than surface water, will be to the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:33:2.2.2 Condensed Water Quality ........................................................................................................ 12 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:36:effluent will be generated on site as steam condensate (“Condensed Water”) and will also be discharged [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:36:Water quality impacts in Tees Bay may occur because the Blowdown Water and Condensed Water will [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:36:should be considered. The Condensed Water flows are significantly smaller than the Blowdown Water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:36:  Option 1A – Concentrated Blowdown Water and Condensed Water, excluding the re-use of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:36:  Option 2A – Concentrated Blowdown Water and Condensed Water, partial re-use of Condensed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:36:  Option 1B – Concentrated Blowdown Water and Condensed Water, excluding re-use of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:36:  Option 2B – Concentrated Blowdown Water and Condensed Water, partial re-use of Condensed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:41:2.2.2 Condensed Water Quality [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:41:However, a small additional flow of Condensed Water is also expected to be discharged into Tees Bay. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:41:concentrations of 5 mg/l (294 µmol/l), which is limited through the DIN EQS. The Condensed Water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:41:mixing and re-use of Condensed Water on the final discharged effluent quality is discussed in Section [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:41:concentrated Blowdown Water and Condensed Water, with or without an aspect of Condensed Water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:41:Condensed Water will be stored prior to discharge, giving opportunity for cooling. Depending on the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:42: represent the Condensed Water. The effluent discharge temperature is taken as 27°C. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:42:  Option 2A - Re-use of Condensed Water as Blowdown Water, no surface water runoff present [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:43: concentrated 5 and condensed addition of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:43: times, condensed mixed, then 1350 m3/hr surface [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:63:station, condensed water from a carbon capture facility and surface water runoff. The blowdown water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:63:concentrated by up to 5 times as a result of its use as blowdown water. The condensed water is a much [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:63:contamination prior to combining the runoff with the blowdown water and condensed water and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:63:information on potential future water use and pollutant loads in the condensed water to produce four [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:63: represent the Condensed Water. The effluent discharge temperature is taken as 27°C. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:63:  Option 2A - Re-use of Condensed Water as Blowdown water, no surface water runoff present [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002247-NZT DCO 9.35 - Applicants' Comments on Deadline 7 Submissions - Sept 2022(D8).pdf|EN010103-002247-NZT DCO 9.35 - Applicants' Comments on Deadline 7 Submissions - Sept 2022(D8).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001587-NZT DCO 8.5 - Environment Agency SoCG - May 2022.pdf|EN010103-001587-NZT DCO 8.5 - Environment Agency SoCG - May 2022.pdf]]:8:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002316-NZT DCO 8.36 - Statement of Commonality - October 2022 (D9).pdf|EN010103-002316-NZT DCO 8.36 - Statement of Commonality - October 2022 (D9).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf|EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf]]:16: comprises small patches of dense or scattered scrub in association with the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf|EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf]]:31: Scrub - dense/continuous [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf|EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf]]:32: . Scrub - dense/continuous [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf|EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf]]:39:8 Dense stand of common reed (D). 13 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf|EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf]]:40:18 Dense stand of common reed (D). 32 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001917-NZT DCO 1.2 - Application Guide - July 2022 (D4).pdf|EN010103-001917-NZT DCO 1.2 - Application Guide - July 2022 (D4).pdf]]:10: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001226-211025- NZT - s56 Notice - Final_Redacted.pdf|EN010103-001226-211025- NZT - s56 Notice - Final_Redacted.pdf]]:2: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf|EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf]]:34: marginal vegetation was dense. The [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf|EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf]]:29:  a dense phase CO2 export pipeline for the onward transport of the captured [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002238-NZT DCO 8.5 - SoCG - Environment Agency September (Tracked) 2022 (D8).pdf|EN010103-002238-NZT DCO 8.5 - SoCG - Environment Agency September (Tracked) 2022 (D8).pdf]]:8: Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf|EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf]]:10: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002326-NZT DCO 9.40 - Applicants' Response to SWQ CA.2.19 Oct 2022 (D9).pdf|EN010103-002326-NZT DCO 9.40 - Applicants' Response to SWQ CA.2.19 Oct 2022 (D9).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002406-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Tracked).pdf|EN010103-002406-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Tracked).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf|EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf]]:16: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf|EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf]]:58:MA.1.9 Applicants Section 22.7 [[APP-104]] refers to proposed use of dense phase CO2 dispersion modelling to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002249-NZT DCO 9.37 - Justification of Corridor Widths - Sept 2022(D8).pdf|EN010103-002249-NZT DCO 9.37 - Justification of Corridor Widths - Sept 2022(D8).pdf]]:6:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf|EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf]]:3: capture plant and, once used, condensed and returned [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf|EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf]]:39: • removal of areas of suitable dense vegetation will [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf|EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf]]:53: specifically for the design and operation of dense Detailed Design [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:10:3.4.1 A small additional flow of Condensed Water arising from blowdown from the HRSG [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:23:Water – condensed water, diluted with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:23:Condensed The Condensed Water flows are significantly smaller than surface water, will be to the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:27:Water – condensed water, diluted with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:27:Condensed The Condensed Water flows are significantly smaller than surface water, will be to the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:44:2.2.2 Condensed Water Quality ........................................................................................................ 12 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:47:effluent will be generated on site as steam condensate (“Condensed Water”) and will also be discharged [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:47:Water quality impacts in Tees Bay may occur because the Blowdown Water and Condensed Water will [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:47:should be considered. The Condensed Water flows are significantly smaller than the Blowdown Water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:47:  Option 1A – Concentrated Blowdown Water and Condensed Water, excluding the re-use of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:47:  Option 2A – Concentrated Blowdown Water and Condensed Water, partial re-use of Condensed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:47:  Option 1B – Concentrated Blowdown Water and Condensed Water, excluding re-use of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:47:  Option 2B – Concentrated Blowdown Water and Condensed Water, partial re-use of Condensed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:52:2.2.2 Condensed Water Quality [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:52:However, a small additional flow of Condensed Water is also expected to be discharged into Tees Bay. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:52:concentrations of 5 mg/l (294 µmol/l), which is limited through the DIN EQS. The Condensed Water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:52:mixing and re-use of Condensed Water on the final discharged effluent quality is discussed in Section [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:52:concentrated Blowdown Water and Condensed Water, with or without an aspect of Condensed Water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:52:Condensed Water will be stored prior to discharge, giving opportunity for cooling. Depending on the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:53: represent the Condensed Water. The effluent discharge temperature is taken as 27°C. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:53:  Option 2A - Re-use of Condensed Water as Blowdown Water, no surface water runoff present [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:54: concentrated 5 and condensed addition of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:54: times, condensed mixed, then 1350 m3/hr surface [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:74:station, condensed water from a carbon capture facility and surface water runoff. The blowdown water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:74:concentrated by up to 5 times as a result of its use as blowdown water. The condensed water is a much [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:74:contamination prior to combining the runoff with the blowdown water and condensed water and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:74:information on potential future water use and pollutant loads in the condensed water to produce four [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:74: represent the Condensed Water. The effluent discharge temperature is taken as 27°C. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:74:  Option 2A - Re-use of Condensed Water as Blowdown water, no surface water runoff present [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:190:2.2.3 Condensed Water Quality ........................................................................................................ 17 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:192:contaminated wastewater from on-site processes including condensed water from the Heat Recovery [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:194: • Condensed Water: A small amount of additional effluent will be generated on site as steam [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:194: condensate (“Condensed Water”) and will also be discharged to Tees Bay. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:194:Blowdown Water and Condensed Water. Further, the origin of the Cooling Tower Blowdown Water is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:194:be concentrated by up to five times by re-use within the cooling system. The Condensed Water flows [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:201:contaminant will be concentrated by up to five times as the raw water is condensed and recycled as [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:203:2.2.3 Condensed Water Quality [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:203:by the PCC site. However, as noted previously a small additional flow of Condensed Water from the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:203:the DIN EQS. The Condensed Water may also contain dissolved carbon dioxide at concentrations [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:203:limited in coastal waters. The impact of mixing and re-use of Condensed Water on the final discharged [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:204:Condensed Water, with or without surface water addition. The pollutant flows, effluent loads and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:204:River Tees at Low Worsall. Condensed Water is assumed to contain only ammonia as a pollutant, while [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:204:current site designs include balancing ponds where Cooling Tower Blowdown Water, Condensed Water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:226:fired power station, filtration reject water, condensed and process water from a carbon capture facility, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:226:blowdown water component. The condensed water is a much smaller stream but can contain up to 5 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:226:information on PCC condensed and process water quality and Bran Sands effluent quality to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002237-NZT DCO 8.5 - SoCG - Environment Agency September (Clean) 2022 (D8).pdf|EN010103-002237-NZT DCO 8.5 - SoCG - Environment Agency September (Clean) 2022 (D8).pdf]]:8: Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000812-NZT DCO 1.1 - Application Cover Letter.pdf|EN010103-000812-NZT DCO 1.1 - Application Cover Letter.pdf]]:4:• Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf|EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf]]:71: • dense scrub (excluding scattered bushes within grassland habitats); [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf|EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf]]:81: the PCC Site. • Dense scrub; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf|EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf]]:81: • Dense scrub; and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf|EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf]]:84: of this a band of dense scrub screens much of the important wetland further [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001154-NZT DCO 5.10 - Other Consents and Licences.pdf|EN010103-001154-NZT DCO 5.10 - Other Consents and Licences.pdf]]:8:  a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001583-NZT DCO 8.1 - RCBC SoCG - May 2022.pdf|EN010103-001583-NZT DCO 8.1 - RCBC SoCG - May 2022.pdf]]:6:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf|EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002642-NZT DCO 9.50 - Applicants' Comments on D12 Submissons - Nov 2022 (D13).pdf|EN010103-002642-NZT DCO 9.50 - Applicants' Comments on D12 Submissons - Nov 2022 (D13).pdf]]:6:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf|EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf]]:11: • Work No. 8 - High pressure dense phase CO2 Export Pipeline; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf|EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf]]:25: o a dense phase CO2 Export Pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf|EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf]]:29: • High pressure dense phase CO2 export pipeline (CO2 Export Pipeline Corridor, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf|EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf]]:4:  High pressure dense-phase CO2 export pipeline (CO2 Export Pipeline [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf|EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf]]:7: condensed and returned to the HRSG for re-use. However, consideration has [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf|EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf]]:7:4.3.10 The steam exhausting from the steam turbine will be cooled and condensed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf|EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf]]:10: condenser to remove water and solvent vapours. The CO2 stream will then [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf|EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf]]:13: inlet to a pressure between 120 to 190 barg (‘dense phase’) prior to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf|EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf]]:13: pipeline that will direct the dense phase fluid to the subsurface storage site. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf|EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf]]:10: • Work No. 8 - High pressure dense phase CO2 Export Pipeline; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf|EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf]]:24: o a dense phase CO2 Export Pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf|EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf]]:28: • High pressure dense phase CO2 export pipeline (CO2 Export Pipeline Corridor, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf|EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf]]:10: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000813-NZT DCO 1.2 - Application Guide.pdf|EN010103-000813-NZT DCO 1.2 - Application Guide.pdf]]:10: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf|EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf|EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf]]:20: up a densely wooded lane which leads through the village to Wilton [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf|EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf|EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf]]:189: through a very densely populated urban area. He considers that the change in [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf|EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf]]:199: Stonehenge these include the Avenue, the Cursuses, Durrington Walls, Woodhenge, and the densest [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf|EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf]]:11: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001059-NZT DCO 6.4.24 ES Vol III Appendix 12G Water Vole and Otter Survey Report.pdf|EN010103-001059-NZT DCO 6.4.24 ES Vol III Appendix 12G Water Vole and Otter Survey Report.pdf]]:12: dense vegetation. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002327-NZT DCO 9.41- Applicants' Response to ExA's RIES - Oct 2022 (D9).pdf|EN010103-002327-NZT DCO 9.41- Applicants' Response to ExA's RIES - Oct 2022 (D9).pdf]]:5:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000825-NZT DCO 3.3 - Funding Statement - Appendix 2.pdf|EN010103-000825-NZT DCO 3.3 - Funding Statement - Appendix 2.pdf]]:232:38. Condensed consolidating information on certain US subsidiaries [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000825-NZT DCO 3.3 - Funding Statement - Appendix 2.pdf|EN010103-000825-NZT DCO 3.3 - Funding Statement - Appendix 2.pdf]]:232:no longer a subsidiary of BP p.l.c. Accordingly, bp is no longer presenting condensed consolidating information on BP Exploration (Alaska) Inc. as a [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf|EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf]]:9: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002633-NZT DCO 3.3 - Funding Statement - Appendix 1 (Tracked) - Nov 2022 (D13).pdf|EN010103-002633-NZT DCO 3.3 - Funding Statement - Appendix 1 (Tracked) - Nov 2022 (D13).pdf]]:11: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001896-NZT DCO 8.11 - Northern Powergrid SoCG (Clean) - July 22 (D4).pdf|EN010103-001896-NZT DCO 8.11 - Northern Powergrid SoCG (Clean) - July 22 (D4).pdf]]:8: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002320-NZT DCO 9.34 - Updated List of Developments (Tacked) Oct 2022 (D9).pdf|EN010103-002320-NZT DCO 9.34 - Updated List of Developments (Tacked) Oct 2022 (D9).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001990-NZT DCO 9.22 - Written Summary of ISH3 - August 2022(D5).pdf|EN010103-001990-NZT DCO 9.22 - Written Summary of ISH3 - August 2022(D5).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001895-NZT DCO 8.2 - STBC SoCG (Tracked) July 2022(D4) -.pdf|EN010103-001895-NZT DCO 8.2 - STBC SoCG (Tracked) July 2022(D4) -.pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002644-NZT DCO 9.52 - End of Examination Negotiation Status - Nov 2022 (D13).pdf|EN010103-002644-NZT DCO 9.52 - End of Examination Negotiation Status - Nov 2022 (D13).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000889-NZT DCO 6.4.28 ES Vol III Appendix 13A Aquatic Ecology Supplementary Desk Study and Field Survey Report.pdf|EN010103-000889-NZT DCO 6.4.28 ES Vol III Appendix 13A Aquatic Ecology Supplementary Desk Study and Field Survey Report.pdf]]:11: varied due to pre-existing barriers (Mill Race) and dense in-stream reed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002319-NZT DCO 9.34 - Updated List of Developments (Clean) Oct 2022 (D9).pdf|EN010103-002319-NZT DCO 9.34 - Updated List of Developments (Clean) Oct 2022 (D9).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf|EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf|EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf]]:9: system or above ground amongst dense vegetation. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf|EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf]]:21: cover was not cohesive or dense enough to provide adequate cover for breeding. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf|EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf]]:10: • Work No. 8 - High pressure dense phase CO2 Export Pipeline; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf|EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf]]:23: o a dense phase CO2 Export Pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf|EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf]]:27: • High pressure dense phase CO2 export pipeline (CO2 Export Pipeline Corridor, Work No. 8); [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001995-NZT DCO 1.2 - Application Guide - August 2022(D5).pdf|EN010103-001995-NZT DCO 1.2 - Application Guide - August 2022(D5).pdf]]:10:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf|EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001892-NZT DCO 8.1 - RCBC SoCG (Clean) July 2022 (D4).pdf|EN010103-001892-NZT DCO 8.1 - RCBC SoCG (Clean) July 2022 (D4).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf|EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf]]:4: capture plant and, once used, condensed and returned [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf|EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf]]:40: • removal of areas of suitable dense vegetation will [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf|EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf]]:53: specifically for the design and operation of dense Detailed Design [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf|EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf]]:11: • Work No. 8 - High pressure dense phase CO2 Export Pipeline; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf|EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf]]:25: o a dense phase CO2 Export Pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf|EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf]]:29: • High pressure dense phase CO2 export pipeline (CO2 Export Pipeline Corridor, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000898-NZT DCO 6.2.12 ES Vol I Chapter 12 Terrestrial Ecology.pdf|EN010103-000898-NZT DCO 6.2.12 ES Vol I Chapter 12 Terrestrial Ecology.pdf]]:40: the permanent loss of up to 1.7 ha of dense scrub (if this vegetation is still [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000898-NZT DCO 6.2.12 ES Vol I Chapter 12 Terrestrial Ecology.pdf|EN010103-000898-NZT DCO 6.2.12 ES Vol I Chapter 12 Terrestrial Ecology.pdf]]:41: Requirement in the DCO. In some cases, removal of dense scrub may be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000898-NZT DCO 6.2.12 ES Vol I Chapter 12 Terrestrial Ecology.pdf|EN010103-000898-NZT DCO 6.2.12 ES Vol I Chapter 12 Terrestrial Ecology.pdf]]:42: time to establishment of a mature closed sward of rank grassland and dense [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000898-NZT DCO 6.2.12 ES Vol I Chapter 12 Terrestrial Ecology.pdf|EN010103-000898-NZT DCO 6.2.12 ES Vol I Chapter 12 Terrestrial Ecology.pdf]]:52:  removal of areas of suitable dense vegetation will involve incremental [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf|EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf|EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf]]:16: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001474-NZT DCO 1.2 - Application Guide - Apr 2022.pdf|EN010103-001474-NZT DCO 1.2 - Application Guide - Apr 2022.pdf]]:10: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf|EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf]]:16: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001848-1.2 - Application Guide - June 2022(D3).pdf|EN010103-001848-1.2 - Application Guide - June 2022(D3).pdf]]:10:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000903-NZT DCO 6.2.19 ES Vol I Chapter 19 Marine Heritage.pdf|EN010103-000903-NZT DCO 6.2.19 ES Vol I Chapter 19 Marine Heritage.pdf]]:16:5591 54 38.283 N Dead Wreck showing any ST Examined in 1927. Only a boiler and condenser still Within the Study HER 3124 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000903-NZT DCO 6.2.19 ES Vol I Chapter 19 Marine Heritage.pdf|EN010103-000903-NZT DCO 6.2.19 ES Vol I Chapter 19 Marine Heritage.pdf]]:17: vessel century 001 09.35 W found that a boiler and condenser were all that Study Area [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001187-NZT DCO 5.11 Indicative Lighting Strategy - Reprovided(2).pdf|EN010103-001187-NZT DCO 5.11 Indicative Lighting Strategy - Reprovided(2).pdf]]:12:  a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf|EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002410-NZT DCO - 9.46 Applicants’ Response to the ExA's Third Written Questions - Oct 2022 (D11).pdf|EN010103-002410-NZT DCO - 9.46 Applicants’ Response to the ExA's Third Written Questions - Oct 2022 (D11).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002410-NZT DCO - 9.46 Applicants’ Response to the ExA's Third Written Questions - Oct 2022 (D11).pdf|EN010103-002410-NZT DCO - 9.46 Applicants’ Response to the ExA's Third Written Questions - Oct 2022 (D11).pdf]]:26: We do not understand what this condensed water is, or how it may be possible to re-use it. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf|EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf]]:16: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:14:DNAPL Dense non-aqueous phase liquid [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:19: across the site and include gravel, cobble and boulder sized pieces of slag, very dense material, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:28:Tidal Flat Deposits Tidal Flat Sand Deposits present Predominantly medium dense Depths/thickness unknown, although Blown Sand and Beach and Tidal Flat [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:43:Tidal Flat Deposits c2 0.00 16.10 4.71 -13.04 4.36 15.16 Medium dense yellow fine to coarse SAND with occasional fragments of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:43: Medium dense brown and grey slightly gravelly fine to coarse SAND with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:45:MADE GROUND: Grey, black and brown sandy angular and subangular fine to coarse Medium dense yellow fine to coarse SAND with occasional fragments of white bivalve shell and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:48:layers of medium dense yellow fine to coarse SAND occasional fragments of white bivalve shell and pockets of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:48:soft brown silty clay underlain and/or interbedded with layers of medium dense brown and grey slightly gravelly [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:61:primarily ranges from very loose (0 – 4 blows) to dense (30 – 50 blows) with some very dense (>50 blows) material, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:61:is loose to very dense. Uncorrected SPT N values of 6 to 32 in Made Ground Hydraulic Fill (d2) suggest it is loose [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:61:to dense. A single uncorrected SPT N value of 12 in Granular Made Ground (d3) suggests it is medium dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:63:from 2 to 96 (geomean 22) indicating a very loose to very dense deposit (Figures 9.1 to 9.4). Uncorrected SPT N [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:85:Scattered asbestos detects are located elsewhere across the main site, although these are less densely populated [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:96:4. Earthworks, sized pieces of slag, very dense Unable to construct Carry out advanced probing at pile positions. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:100:obstructions and voids es of slag, very dense material, fused sla or proposed pipeline [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:107:low to high cobble content. Uncorrected SPT N values for the d1 soils range from 4 (loose) to >100 (very dense) [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:107:with an average value of 27 suggesting the soils are typically medium dense. Typically, medium dense coarse [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:111: TPE24 2 Obstruction Very dense, unable to progress. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:117:dense) [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:250:Scattered asbestos detects are located elsewhere across the main site, although these are less densely populated with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001473-NZT DCO 1.2 - Application Guide (Tracked) - Apr 2022.pdf|EN010103-001473-NZT DCO 1.2 - Application Guide (Tracked) - Apr 2022.pdf]]:10: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001789-NZT DCO 5.10 - Other Consents and Licences - June 2022 (Clean).pdf|EN010103-001789-NZT DCO 5.10 - Other Consents and Licences - June 2022 (Clean).pdf]]:8: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf|EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf]]:11: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf|EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf]]:8:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf|EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf]]:9: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000005-EN010103_Scoping Report.pdf|EN010103-000005-EN010103_Scoping Report.pdf]]:25:3.4 Spent steam from the steam turbine will be cooled and condensed with the resultant [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000005-EN010103_Scoping Report.pdf|EN010103-000005-EN010103_Scoping Report.pdf]]:26: ─ Air-cooled condensers. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000005-EN010103_Scoping Report.pdf|EN010103-000005-EN010103_Scoping Report.pdf]]:28: condenser in order to remove any water and solvent vapours present in the stream [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000005-EN010103_Scoping Report.pdf|EN010103-000005-EN010103_Scoping Report.pdf]]:30: (liquid, ‘dense phase’) before cooling and its subsequent introduction into the CO 2 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000005-EN010103_Scoping Report.pdf|EN010103-000005-EN010103_Scoping Report.pdf]]:30: that will pass the dense phase liquid to a subsea pipeline for onward transportation to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf|EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf]]:135:described in the notes to the condensed consolidated interim cyber-attacks (viruses, computer intrusions), user errors or [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf|EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf]]:44:of operations and financial position of Shell. Certain condensed financial returned unpresented. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002503-NZT DCO 6.5 - ES Guide - Nov 2022 (D12).pdf|EN010103-002503-NZT DCO 6.5 - ES Guide - Nov 2022 (D12).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001898-NZT DCO 8.12 - Northumbrian Water Ltd SoCG (Clean) July 2022 (D4).pdf|EN010103-001898-NZT DCO 8.12 - Northumbrian Water Ltd SoCG (Clean) July 2022 (D4).pdf]]:8: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002079-NZT DCO 1.2 - Application Guide - August 2022(D6).pdf|EN010103-002079-NZT DCO 1.2 - Application Guide - August 2022(D6).pdf]]:10:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002325-NZT DCO 9.39 - Applicants' Response to ExA's RFI Oct 2022 (D9).pdf|EN010103-002325-NZT DCO 9.39 - Applicants' Response to ExA's RFI Oct 2022 (D9).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf|EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf]]:16: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001157-NZT DCO 5.2 - Project Need Statement.pdf|EN010103-001157-NZT DCO 5.2 - Project Need Statement.pdf]]:13:  a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002408-NZT DCO - 9.44 Written Summary of Oral Submissions for CAH3 - Oct 2022 (D11).pdf|EN010103-002408-NZT DCO - 9.44 Written Summary of Oral Submissions for CAH3 - Oct 2022 (D11).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002068-NZT DCO 8.5 - Environment Agency SoCG (Clean) August 2-22 (D6).pdf|EN010103-002068-NZT DCO 8.5 - Environment Agency SoCG (Clean) August 2-22 (D6).pdf]]:8: Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002055-NZT DCO 5.5 Electricity Grid Connection Statement (Tracked) August 2022 (D6).pdf|EN010103-002055-NZT DCO 5.5 Electricity Grid Connection Statement (Tracked) August 2022 (D6).pdf]]:9: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002076-NZT DCO 9.30 - ISH 4 Action 9 Contaminated Land Timeline August 2022 (D6).pdf|EN010103-002076-NZT DCO 9.30 - ISH 4 Action 9 Contaminated Land Timeline August 2022 (D6).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002413-NZT DCO 5.10 - Other Consents and Licences - Oct 2022 D11 (Clean).pdf|EN010103-002413-NZT DCO 5.10 - Other Consents and Licences - Oct 2022 D11 (Clean).pdf]]:10: • Work No. 8 – a dense phase CO2 export pipeline for the onward [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001855-8.36 - Statement of Commonality - June 2022(D3).pdf|EN010103-001855-8.36 - Statement of Commonality - June 2022(D3).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf|EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf]]:36:that I had seen. The summary table on slide 6 is good. I note that this concludes that a dense OBN on a grid of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf|EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf]]:36:exclusion zones around wind turbines. This is a different definition of dense OBN to that contained in the table on [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf|EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf]]:36:slide 11 of bp’s October 2021 slide pack, which describes a dense OBN as a grid of 100m x 50m, which is twice the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf|EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf]]:36:number of nodes as assumed in the February 2021 summary. The question of what constitutes a sufficiently dense [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf|EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf]]:36:It is also worth noting that bp estimated the cost of dense (100m x 50m) OBN as £260M-£315M over the lifetime of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001980-NZT DCO 8.2 - STBC SoCG - August 2022(D5) - Clean.pdf|EN010103-001980-NZT DCO 8.2 - STBC SoCG - August 2022(D5) - Clean.pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf|EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf]]:6:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf|EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf]]:107: MA.1.9 Applicants Section 22.7 [[APP-104]] refers to proposed use of dense phase CO2 dispersion (i) The modelling will use industry standard software to evaluate the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf|EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf]]:107: modelling to understand the potential hazards of a major release, and that the dispersion of dense phase CO2 from a potential leak scenario. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf|EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf]]:107: outcomes of this modelling would be incorporated into the design of the Dense phase CO2 acts differently to lower pressure CO2 and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf|EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf]]:107: i) Can the Applicants provide further explanation as to what the modelling for the dense phase pipeline using proprietary software, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf|EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf]]:108: design of the Proposed Development are secured by the DCO? dense phase releases (i.e., FROST or standard industry software, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001130-NZT DCO 6.4.41 ES Vol III Appendix 17C Potential Viewpoints.pdf|EN010103-001130-NZT DCO 6.4.41 ES Vol III Appendix 17C Potential Viewpoints.pdf]]:7: properties are visible to the right of the view. A dense woodland block forms [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf|EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf]]:9:  a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf|EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf]]:18: condenser where the stream is reduced to 26°C using the site cooling water. At this [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf|EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf]]:19: condenser. Assuming the CO2 overhead stream temperature exiting the heat [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf|EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf]]:19: steam condenses within the reboiler, leaving at a temperature that could be up to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf|EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf]]:19: LP condensate requires further cooling before returning to the CCGT’s condenser; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf|EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf]]:19: locations include: the inlet of the CO2 stripper condenser, and the low pressure [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf|EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf]]:10: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:10:use of hand digging for inspection pits, however due to the dense/unsuitable surface conditions this method [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:35:1.50 PID <0.1ppm at c.1.20m BGL ... medium dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:35:2.70-4.20 SL3(SS) MADE GROUND (Very dense grey dark grey slightly sandy [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:35:4.00 J15(SL3) Dense yellow brown SAND with occasional fragments of bivalve [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:35: at c.6.00m BGL ... very dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:36:10.20-11.70 SL8(SS) Medium dense yellow brown slightly silty slightly gravelly SAND [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:56:3.50 PID <0.1ppm at c.2.70m BGL ... very dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:56:4.20-5.70 SL4(SS) Medium dense to dense yellow brown SAND with occasional [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:56:7.20-8.70 SL6(SS) at c.7.20m BGL ... very dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:57:7.95-8.70 B24(SL6) Medium dense to dense yellow brown SAND with occasional [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:57:8.70-10.20 SL7(SS) Medium dense yellow brown occasionally multicolored gravelly [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:57:10.20-11.70 SL8(SS) Medium dense yellow brown slightly gravelly SAND with rare [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:77:1.00 J8(SL1) MADE GROUND (Very dense blue light grey clayey sand and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:77: at c.2.70m BGL ... dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:77:3.00 PID <0.1ppm Dense yellow brown SAND with occasional fragments of shell. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:78:7.95-8.70 B32(SL6) Dense yellow brown SAND with occasional fragments of shell. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:93:2.00 PID 0.3ppm at c.1.20m BGL ... medium dense and dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:93:2.50 ES5 at c.2.70m BGL ... very dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:93:2.50 PID <0.1ppm Dense to very dense yellow brown SAND with occasional [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:93:7.20-8.70 SL6(SS) from c.7.20m BGL ... dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:94:8.00 J33(SL6) Dense to very dense yellow brown SAND with occasional [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:109:0.50 ES2 Loose becoming medium dense to dense yellow brown slightly [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:109:2.70-4.20 SL3(SS) at c.2.70m BGL ... medium dense gravelly sand. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:109:4.20-5.70 SL4(SS) at c.4.20m BGL ... dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:109:5.70-7.20 SL5(SS) at c.5.70m BGL ... dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:109:7.20-8.70 SL6(SS) at c.7.20m BGL ... very dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:110:7.95 J25(SL6) Loose becoming medium dense to dense yellow brown slightly [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:110: at c.8.70m BGL ... very dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:110:10.20 S N25 at c.10.20m BGL ... medium dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:125:2.70-4.20 SL3(SS) at c.2.70m BGL ... very dense/possible obstruction. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:125: Medium dense grey silty SAND. Sand is fine to medium. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:125:7.20-8.70 SL6(SS) Dense to very dense yellow brown slightly silty slightly gravelly [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:126:7.95-8.70 B18(SL6) Dense to very dense yellow brown slightly silty slightly gravelly [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:126:11.70-13.20 SL9(SS) Dense to very dense dark grey brown slightly silty very gravelly [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:142:2.30 J12(SL2) at c.1.20m BGL ... very dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:142:3.00 J13(SL3) at c.2.70m BGL ... medium dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:142:4.20-5.70 SL4(SS) 3.58 4.40 at c.4.20m BGL ... medium dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:142:5.40-5.70 B36(SL4) Medium dense dark brown grey slightly silty SAND with rare [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:143:7.95 J20(SL6) Medium dense dark brown grey slightly silty SAND with rare [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:143:11.70-13.20 SL9(SS) Very dense dark brown grey slightly silty slightly gravelly SAND [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:143:13.20-14.70 SL10(SS) Very dense grey slightly silty gravelly SAND with medium cobble [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:162: at c.1.20m BGL ... medium dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:162:4.20-5.70 SL4(SS) MADE GROUND (Medium dense grey brown sand and gravel. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:162:5.50 PID <0.1ppm Dense yellow brown slightly gravelly SAND with occasional shell [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:163:10.20-11.70 SL9(SS) Medium dense becoming dense yellow brown slightly gravelly [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:182:0.50-1.20 B10(SL1) at c.1.20m BGL ... dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:182:2.00 ES4 at c.2.70m BGL ... medium dense with high cobble content. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:182: at c.4.20m BGL ... very dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:182:5.70-7.20 SL4(SS) 2.85 5.90 MADE GROUND (Very dense brown grey slightly sandy gravel [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:182:7.20-8.70 SL5(SS) MADE GROUND (Medium dense dark grey brown slightly clayey [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:183:12.20 PID <0.1ppm from c.12.20m BGL ... medium dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:197:4.00 PID <0.1ppm at c.4.20m BGL ... medium dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:197:4.20 S N12 Medium dense to dense yellow brown slightly gravelly SAND with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:197:7.20-8.70 SL6(SS) at c.7.20m BGL ... very dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:198:7.95-8.45 B26(SL6) Medium dense to dense yellow brown slightly gravelly SAND with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:198:8.70-10.20 SL7(SS) at c.8.70m BGL ... dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:198:10.20-11.70 SL8(SS) at c.10.20m BGL ... very dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:198:11.70-13.20 SL9(SS) at c.11.70m BGL ... dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:217: at c.1.20m BGL ... very dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:217:2.70-4.20 SL3(SS) at c.2.70m BGL ... very dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:217:4.20-5.70 SL4(SS) at c.4.20m BGL ... very dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:217:5.70-7.20 SL5(SS) Very dense dark brown grey slightly silty slightly gravelly SAND [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:217:7.20-8.70 SL6(SS) from c.7.20m ... dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:218:8.70-10.20 SL7(SS) at c.8.70m BGL ... dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:218:10.20-11.30 B27(SL8) Very dense brown grey silty slightly gravelly SAND with rare [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:235:1.00 ES3(SL1) at c.1.20m BGL ... medium dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:235:4.20-5.70 SL4(SS) at c.4.20m BGL ... very dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:235:5.00 PID <0.1ppm Loose to medium dense light grey brown clayey SAND with rare [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:236:7.90 J30(SL6) Loose to medium dense light grey brown clayey SAND with rare [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:236:8.70-10.20 SL7(SS) Medium dense dark grey brown gravelly SAND with rare [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:236:10.20-11.70 SL8(SS) Medium dense dark grey brown silty slightly gravelly SAND with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:254:1.20-2.70 SL2(SS) MADE GROUND (Medium dense dark grey gravel and cobbles. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:254:2.60 J9(SL2) Medium dense light brown slightly silty gravelly SAND with rare [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:254:6.80 J20(SL5) Loose becoming medium dense dark grey brown silty slightly [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:255:7.90-8.70 B25(SL6) Medium dense light grey brown silty gravelly SAND with rare [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:255:13.20-14.70 SL10(SS) Dense light grey brown silty gravelly SAND. Sand is fine to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:273:1.00 J9(SL1) MADE GROUND (Medium dense grey brown slightly clayey sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:273:7.20-8.70 SL6(SS) Medium dense to dense yellow brown very silty SAND with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:274:7.95-8.70 B29(SL6) Medium dense to dense yellow brown very silty SAND with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:285:1.20-2.70 SL2(SS) MADE GROUND (Medium dense black silty very sandy gravel [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:285:4.50-4.80 ES18(SL4) Medium dense black brown silty SAND with occasional [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:286:7.95-8.70 B29(SL6) Medium dense black brown silty SAND with occasional [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:286:8.70-10.20 SL7(SS) Medium dense yellow brown silty SAND with pockets of soft [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:286: Medium dense yellow brown silty SAND with occasional pockets [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:298:2.00 J11(SL2) MADE GROUND (Dense black clayey very sandy gravel with low [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:298:4.00 J16(SL3) MADE GROUND (Dense blue light grey very sandy gravel with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:298:5.20-5.40 ES21(SL4) Medium dense yellow brown slightly gravelly SAND with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:299:7.95-8.70 B30(SL6) Medium dense yellow brown slightly gravelly SAND with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:299:10.20-11.70 SL8(SS) at c.10.20m BGL ... dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:308:5.70 PID <0.1ppm Loose to medium dense brown dark brown clayey SAND with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:308:6.50 J31(SL5) at c.5.70m BGL ... dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:309:7.95-8.70 B36(SL6) Loose to medium dense brown dark brown clayey SAND with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:318:0.75-1.20 SL1(SS) at c.1.20m BGL ... medium dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:318:2.20-2.70 B12(SL2) (2.20) at c.2.70m BGL ... very dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:318: at c.4.20m BGL ... very dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:318:6.50 J27(SL5) at c.5.70m BGL ... medium dense. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:318:7.20-8.70 SL6(SS) Medium dense yellow grey brown silty SAND with occasional [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:319:7.95-8.70 B31(SL6) Medium dense yellow grey brown silty SAND with occasional [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:319: Loose to medium dense yellow brown SAND with occasional [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002522-NZT DCO 9.49 - Response to ISH6 actions Nov22(D12).pdf|EN010103-002522-NZT DCO 9.49 - Response to ISH6 actions Nov22(D12).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf|EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf]]:5: ‘dense phase’ and that the pipeline would therefore be considered to be a Major [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf|EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf]]:5: Accident Hazard Pipeline. It is considered that the risks of any dense phase carbon [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf|EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf]]:11:  a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf|EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf]]:23:5.2.10 Stripper Overhead Condenser [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf|EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf]]:23:  The overhead vapour from the Stripper is cooled in the overhead Condenser, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf|EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf]]:31: by NEP. Shipping is not considered viable for the transport of dense phase CO2. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf|EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf]]:34: ‘dense phase’, i.e. at a pressure greater than 73.9 bar. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf|EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf]]:34: conveying dense phase CO2 have been considered in more depth, such pipelines [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf|EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf]]:34: Safety Executive, 2009) concluded that a loss of containment event from a dense or [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf|EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf]]:35:7.2.1 There is the potential for dense phase CO2 to be present in pipework on site once it [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf|EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf]]:35: (particularly, dense-phase CO2) could result in a major accident. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf|EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf]]:35:7.2.2 No bulk storage of dense or gaseous phase CO2 is proposed for the Proposed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf|EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf]]:11: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002411-NZT DCO 1.2 - Application Guide - Oct 2022 (D11).pdf|EN010103-002411-NZT DCO 1.2 - Application Guide - Oct 2022 (D11).pdf]]:9:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:559: 3 Clays – clay to silty clay 8 Very stiff/dense sand to clayey sand* [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:559:Note zones 8 and 9 appear as ‘Very stiff/dense sand to clayey sand – HOC or cemented’ and ‘Very stiff [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:575: (7) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:576: (7) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:577: (7) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:578: (7) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:579: (7) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:580: (7) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:581: (7) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:582: (7) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:583: (7) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:584: (7) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:585: (7) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:586: (7) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:588: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:589: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:590: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:591: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:592: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:593: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:594: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:595: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:596: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:597: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:598: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:599: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:601: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:602: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:603: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:604: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:605: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:606: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:607: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:608: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:609: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:610: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:611: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:612: (6) Dense sand to gravelly sand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:676:introduce an error of about 0.03% in the strain scale for a typical dense sand. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001910-NZT DCO 9.15 - Applicants' Responses to Deadline 3 Submissions July 2022 (D4).pdf|EN010103-001910-NZT DCO 9.15 - Applicants' Responses to Deadline 3 Submissions July 2022 (D4).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001991-NZT DCO 9.23 - Written Summary of CAH2 - August 2022(D5).pdf|EN010103-001991-NZT DCO 9.23 - Written Summary of CAH2 - August 2022(D5).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf|EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf]]:5:and / or heave) loose to very dense) [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf|EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf]]:6: pieces of slag, very dense [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf|EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf]]:9: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:64: MA.2.2 Applicants Section 22.7 [[APP-104]] refers to proposed use of dense phase CO2 Dense phase CO2 dispersion modelling has been carried out, as part of Pre [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:64: will be undertaken. was used for the dense phase, buried pipeline modelling and the LP and HP [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:64: Provide an update on the dense phase CO2 dispersion modelling. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:64: (2) FROST – proprietary software. This was used for the dense phase, buried [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:64: (1) PHAST for dense phase and gas phase CO2 modelling including vent [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:64: (3) Hysys Dynamic modelling to perform a transient analysis of the dense [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:252: streamers are impossible close to & within dense [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:252: streamers “close to & within dense turbine Infrastructure” are consistent with bp’s [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:255: dense OBN) would still lead to there being significant gaps in offset [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:255: NEP project that included a hybrid of dense OBN and P-cables as the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:256: dense layout of OBN that would be needed to obtain the necessary seismic data [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:257: using OBN (even dense OBN). [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:265: this concludes that a dense OBN on a grid of 200m x 50m is a viable solution for 4D [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:265: around wind turbines. This is a different definition of dense OBN to that contained in the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:265: table on slide 11 of bp’s October 2021 slide pack, which describes a dense OBN as a grid [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:266: summary. The question of what constitutes a sufficiently dense OBN grid to enable the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:266: It is also worth noting that bp estimated the cost of dense (100m x 50m) OBN as £260M- [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:266: operating within a windfarm as a dense OBN survey is unlikely to be completed within a [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002070-NZT DCO 8.36 - Statement of Commonality - August 2022 (D6).pdf|EN010103-002070-NZT DCO 8.36 - Statement of Commonality - August 2022 (D6).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf|EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf]]:11: • Work No. 8 - High pressure dense phase CO2 Export Pipeline; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf|EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf]]:25: o a dense phase CO2 Export Pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf|EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf]]:29: • High pressure dense phase CO2 export pipeline (CO2 Export Pipeline Corridor, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001526-NZT-ExQ1.pdf|EN010103-001526-NZT-ExQ1.pdf]]:57:MA.1.9 Applicants Section 22.7 [[APP-104]] refers to proposed use of dense phase CO2 dispersion modelling to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001988-NZT DCO 8.36 - Statement of Commonality - August 2022(D5).pdf|EN010103-001988-NZT DCO 8.36 - Statement of Commonality - August 2022(D5).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001798-NZT DCO 9.9 - Applicants' Comments on LIRs - June 2022.pdf|EN010103-001798-NZT DCO 9.9 - Applicants' Comments on LIRs - June 2022.pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001984-NZT DCO 8.12 - Northumbrian Water Ltd SoCG - August 2022(D5) - Clean.pdf|EN010103-001984-NZT DCO 8.12 - Northumbrian Water Ltd SoCG - August 2022(D5) - Clean.pdf]]:8: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002184-NZT DCO 9.33 - Applicants' Response SWQ HE.2.6 - Sept 2022(D7).pdf|EN010103-002184-NZT DCO 9.33 - Applicants' Response SWQ HE.2.6 - Sept 2022(D7).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001580-NZT DCO 1.2 - Application Guide - May 2022.pdf|EN010103-001580-NZT DCO 1.2 - Application Guide - May 2022.pdf]]:10:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf|EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf]]:8: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002467-NZT DCO 1.2 - Application Guide - Nov 2022 (D12).pdf|EN010103-002467-NZT DCO 1.2 - Application Guide - Nov 2022 (D12).pdf]]:9:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf|EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf]]:10: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001584-NZT DCO 8.2 - STBC SoCG - May 2022.pdf|EN010103-001584-NZT DCO 8.2 - STBC SoCG - May 2022.pdf]]:6:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf|EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf]]:11: less dense than air. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf|EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf]]:10: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001986-NZT DCO 8.20 - Exolum Seal Sands & Exolum Riverside SoCG - August 2022(D5).pdf|EN010103-001986-NZT DCO 8.20 - Exolum Seal Sands & Exolum Riverside SoCG - August 2022(D5).pdf]]:7: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002640-NZT DCO 8.36 - Statement of Commonality - Nov 2022 (D13).pdf|EN010103-002640-NZT DCO 8.36 - Statement of Commonality - Nov 2022 (D13).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002313-NZT DCO 8.1 - RCBC SoCG Sept 2022 (D9) - final signed.pdf|EN010103-002313-NZT DCO 8.1 - RCBC SoCG Sept 2022 (D9) - final signed.pdf]]:6: x Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf|EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf]]:11: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002246-NZT DCO - 9.34 Updated List of Developments (Tracked) - Sept 2022 (D8).pdf|EN010103-002246-NZT DCO - 9.34 Updated List of Developments (Tracked) - Sept 2022 (D8).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002242-NZT DCO 8.36 - Statement of Commonality - Sept 2022(D8).pdf|EN010103-002242-NZT DCO 8.36 - Statement of Commonality - Sept 2022(D8).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf|EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf]]:9: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf|EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf]]:9: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf|EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf]]:20: • removal of areas of suitable dense vegetation will involve incremental strimming [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002064-NZT DCO 8.1 - RCBC SoCG - August 2022(D6) - Final - Clean.pdf|EN010103-002064-NZT DCO 8.1 - RCBC SoCG - August 2022(D6) - Final - Clean.pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002065-NZT DCO 8.1 - RCBC SoCG - August 2022(D6) - Final - Tracked.pdf|EN010103-002065-NZT DCO 8.1 - RCBC SoCG - August 2022(D6) - Final - Tracked.pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002625-NZT DCO 1.2 - Application Guide - Nov 2022 (D13).pdf|EN010103-002625-NZT DCO 1.2 - Application Guide - Nov 2022 (D13).pdf]]:9:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001153-NZT DCO 5.9 - Statutory Nuisance Statement.pdf|EN010103-001153-NZT DCO 5.9 - Statutory Nuisance Statement.pdf]]:3: dense than air. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001153-NZT DCO 5.9 - Statutory Nuisance Statement.pdf|EN010103-001153-NZT DCO 5.9 - Statutory Nuisance Statement.pdf]]:3: commercial uses, it is a colourless, odourless and tasteless gas denser [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001153-NZT DCO 5.9 - Statutory Nuisance Statement.pdf|EN010103-001153-NZT DCO 5.9 - Statutory Nuisance Statement.pdf]]:13:  a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001985-NZT DCO 8.12 - Northumbrian Water Ltd SoCG - August 2022(D5) - Tracked.pdf|EN010103-001985-NZT DCO 8.12 - Northumbrian Water Ltd SoCG - August 2022(D5) - Tracked.pdf]]:8: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002387-Environment Agency - Comments on any other information submitted at Deadline 10.pdf|EN010103-002387-Environment Agency - Comments on any other information submitted at Deadline 10.pdf]]:1: We do not understand what this condensed water is, or how it may be possible to re-use it. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf|EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf]]:32: zone, development is more densely laid out, with the to these operations, the site was open marshland [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf|EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf]]:68:such as Wilton International. The Master Plan will enable assessed energy demands of the densely developed, existing environmental sensitivities and, wherever strategy. Smart, rather than expensive solutions should [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf|EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf]]:78: of linked manufacturing uses in themed sub-zones. the realisation of a dense development layout and the planned for inclusion in the long term proposals. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf|EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf]]:78: The energy theme is further reinforced in this zone by the of a dense array of manufacturing support industries [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf|EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf]]:78:of confidence that dense industrial development on 31). Full realisation of the development potential will potential location for accommodating such uses. Given the management body for long-term stewardship. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf|EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf]]:132: the proper functioning of the highways network as a via a new four-arm roundabout junction. This link will parks and the creation of a dense development template, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf|EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf]]:150: Condenser [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf|EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf]]:150: Condenser [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf|EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf]]:151: Condenser [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf|EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf]]:151: Condenser [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf|EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf]]:173:Large scale industrial business park laid out to a dense development pattern, Permissable planning context. Area USPs very conducive to proposed end use. Strong [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf|EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf]]:153:aquifer reservoir that is capable of dense phase CO2 injection at high pressure and at high [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf|EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf]]:159:Figure 4: Condensed timeline of collaboration pertaining to the evolution of layouts between bp and relevant stakeholders. During 2021, bp and Orsted have had fortnightly bi- [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf|EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf]]:167:of brine at pressure means it is able to support dense phase CO 2 injection at high rates [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf|EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf]]:193: 5. Dense OBN [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf|EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf]]:195:Dense OBN [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf|EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf]]:195:Dense OBN may be feasible but it is not yet proven. No-one has conducted an OBN survey [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf|EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf]]:195:in a windfarm, and there are definitely no 4D examples. A dense OBN survey will still have [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf|EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf]]:195:of a dense OBN survey over a 3DHR towed steamer survey cannot be ignored. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf|EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf]]:197:it. The only option, apart from towed streamer, would be dense OBN, however it has not [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf|EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf]]:197:been demonstrated in industry that an OBN survey within a dense windfarm would provide [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002521-NZT DCO 9.48 - Applicants' Comments on D11 Submissons - Nov 2022 (D12).pdf|EN010103-002521-NZT DCO 9.48 - Applicants' Comments on D11 Submissons - Nov 2022 (D12).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:33: oil will usually appear as dense black areas, but as emulsification occurs the colour may change [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf|EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf]]:23: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001765-NZT DCO 9.8 - Appendix PPL.1.3b - South Tees Area SPD - June 2022.pdf|EN010103-001765-NZT DCO 9.8 - Appendix PPL.1.3b - South Tees Area SPD - June 2022.pdf]]:36: energy demands of the densely developed, modern industrial park the South Tees [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001765-NZT DCO 9.8 - Appendix PPL.1.3b - South Tees Area SPD - June 2022.pdf|EN010103-001765-NZT DCO 9.8 - Appendix PPL.1.3b - South Tees Area SPD - June 2022.pdf]]:54: manufacturing. The remainder of the zone is ideally located for the siting of a dense [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf|EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf]]:8:  a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf|EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf]]:18:  removal of areas of suitable dense vegetation will involve incremental strimming [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002006-NZT-ExQ2-FINAL.pdf|EN010103-002006-NZT-ExQ2-FINAL.pdf]]:35:MA.2.2 Applicants Section 22.7 [[APP-104]] refers to proposed use of dense phase CO2 dispersion modelling to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002006-NZT-ExQ2-FINAL.pdf|EN010103-002006-NZT-ExQ2-FINAL.pdf]]:35: Provide an update on the dense phase CO2 dispersion modelling. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002180-NZT DCO 8.36 - Statement of Commonality - Sept 2022(D7).pdf|EN010103-002180-NZT DCO 8.36 - Statement of Commonality - Sept 2022(D7).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002517-NZT DCO 8.36 - Statement of Commonality - Nov 2022 (D12).pdf|EN010103-002517-NZT DCO 8.36 - Statement of Commonality - Nov 2022 (D12).pdf]]:5:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf|EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf]]:8: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf|EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf]]:19: • removal of areas of suitable dense vegetation will involve incremental strimming [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002422-NZT DCO 9.47 - Sensitivity Assessment of Construction Programme - Oct 2022 (D11).pdf|EN010103-002422-NZT DCO 9.47 - Sensitivity Assessment of Construction Programme - Oct 2022 (D11).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002185-NZT DCO - 9.34 Updated List of Developments - Response to SWQ GEN.2.2(i) - Sept 2022 (D7).pdf|EN010103-002185-NZT DCO - 9.34 Updated List of Developments - Response to SWQ GEN.2.2(i) - Sept 2022 (D7).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001480-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 Final 2022-04-26 Tracked Changes.pdf|EN010103-001480-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 Final 2022-04-26 Tracked Changes.pdf]]:10: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001480-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 Final 2022-04-26 Tracked Changes.pdf|EN010103-001480-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 Final 2022-04-26 Tracked Changes.pdf]]:25: dense [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf|EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf]]:4:  High pressure dense-phase CO2 export pipeline (CO2 Export Pipeline [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf|EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf]]:7: condensed and returned to the HRSG for re-use. However, consideration has [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf|EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf]]:7:4.3.10 The steam exhausting from the steam turbine will be cooled and condensed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf|EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf]]:10: condenser to remove water and solvent vapours. The CO2 stream will then [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf|EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf]]:13: inlet to a pressure between 120 to 190 barg (‘dense phase’) prior to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf|EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf]]:13: pipeline that will direct the dense phase fluid to the subsurface storage site. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001894-NZT DCO 8.2 - STBC SoCG (Clean) July 2022(D4) -.pdf|EN010103-001894-NZT DCO 8.2 - STBC SoCG (Clean) July 2022(D4) -.pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002635-NZT DCO 8.4 - MMO SoCG - Final (signed) - Nov 2022 (D13).pdf|EN010103-002635-NZT DCO 8.4 - MMO SoCG - Final (signed) - Nov 2022 (D13).pdf]]:9: Work No. 8 a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf|EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf]]:8: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000821-NZT DCO 3.3 - Funding Statement - Appendix 7.pdf|EN010103-000821-NZT DCO 3.3 - Funding Statement - Appendix 7.pdf]]:43: The following table sets out a condensed version of the Group’s IFRS [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000821-NZT DCO 3.3 - Funding Statement - Appendix 7.pdf|EN010103-000821-NZT DCO 3.3 - Funding Statement - Appendix 7.pdf]]:266:Liquefied natural gas is natural gas that has been condensed into [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001481-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 2022-04-26 Final.pdf|EN010103-001481-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 2022-04-26 Final.pdf]]:10:  a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001481-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 2022-04-26 Final.pdf|EN010103-001481-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 2022-04-26 Final.pdf]]:24: dense [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf|EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf]]:4: capture plant and, once used, condensed and returned [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf|EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf]]:40: • removal of areas of suitable dense vegetation will [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf|EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf]]:53: specifically for the design and operation of dense Detailed Design [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf|EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf]]:4: condensed and returned to the HRSG for re-use. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf|EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf]]:31:  removal of areas of suitable dense vegetation will involve incremental strimming to allow [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf|EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf]]:42:accidents & natural dense phase or supercritical CO2 plant and pipelines are still being developed, therefore Requirement 3: Detailed Design [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000830-NZT DCO 5.5 - Electricity Grid Connection Statement.pdf|EN010103-000830-NZT DCO 5.5 - Electricity Grid Connection Statement.pdf]]:9:  a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001875-Redcar and Cleveland Borough Council.pdf|EN010103-001875-Redcar and Cleveland Borough Council.pdf]]:114: village, is densely wooded presenting a modern street lamps are provided. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001875-Redcar and Cleveland Borough Council.pdf|EN010103-001875-Redcar and Cleveland Borough Council.pdf]]:115: 3.8 In summer, the tree-screens form dense from County Durham. The common [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001875-Redcar and Cleveland Borough Council.pdf|EN010103-001875-Redcar and Cleveland Borough Council.pdf]]:117: left and right by dense mature trees showing little evidence of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002405-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Clean).pdf|EN010103-002405-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Clean).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002743-Applicant NZT DCO 1.2 - Application Guide - March 2023.pdf|EN010103-002743-Applicant NZT DCO 1.2 - Application Guide - March 2023.pdf]]:9:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf|EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf]]:21: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002329-NZT DCO 1.2 - Application Guide Oct 2022 (D9).pdf|EN010103-002329-NZT DCO 1.2 - Application Guide Oct 2022 (D9).pdf]]:10:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001158-NZT DCO 5.6 - Gas Connection and Pipelines Statement.pdf|EN010103-001158-NZT DCO 5.6 - Gas Connection and Pipelines Statement.pdf]]:10:  a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001158-NZT DCO 5.6 - Gas Connection and Pipelines Statement.pdf|EN010103-001158-NZT DCO 5.6 - Gas Connection and Pipelines Statement.pdf]]:26: dense [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf|EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf]]:21: (REP1-057, Appendix 2, section 9.6, electronic page 133), even if trials of dense OBN and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf|EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf]]:22: made that if OBNs were situated sufficiently densely then the data obtained (in combination [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf|EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf]]:22: able to deploy some sort of new and as yet unproven approach of using dense OBN and P- [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf|EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf]]:23: farm) then dense OBN could create an image as good as towed streamers (albeit at much [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf|EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf]]:25: 8.2.3 Over what timeframe should the model assume that a dense array of OBNs can be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf|EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf]]:25: laid? bp does not consider that dense OBN within a wind farm could be laid in a [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf|EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf]]:25: for a dense OBN survey of this size and the crew required to execute the survey is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf|EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf]]:31: dense OBN survey. For example, a dense array of 100 x 100m nodes would [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf|EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf]]:33: bp has stated that a dense layout of nodes is not possible in a wind farm. What [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf|EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf]]:33: been conducted within a windfarm and a hybrid of OBN (whether sparse or dense) [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf|EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf]]:34:6.2 In terms of a dense layout of OBN nodes, bp did not state in its answer to Q7 in [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf|EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf]]:34: the OBN Q&A document that “a dense layout of nodes is not possible in a [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf|EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf]]:34: windfarm”. bp stated that it is not physically possible to use dense OBN at all [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf|EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf]]:34: Additionally, a dense layout of OBN nodes at Endurance raises various practical [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf|EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf]]:34: FQ4). There would be even more challenges using dense OBN nodes at [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf|EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf]]:34: using dense OBN nodes with wind turbines present in the Exclusion Area would be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf|EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf]]:37:12.3 The fixed array linked to dense sampling on the source side resulted in good 4D [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002643-NZT DCO 9.51 - Applicants' Response to ExA's RFI dated 2 Nov 2022 - Nov 22 (D13).pdf|EN010103-002643-NZT DCO 9.51 - Applicants' Response to ExA's RFI dated 2 Nov 2022 - Nov 22 (D13).pdf]]:6:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf|EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf]]:11: • Work No. 8 - High pressure dense phase CO2 Export Pipeline; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf|EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf]]:24: o a dense phase CO2 Export Pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf|EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf]]:28: • High pressure dense phase CO2 export pipeline (CO2 Export Pipeline Corridor, Work No. 8); [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf|EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf]]:18:3D seismic. 4D seismic monitoring is particularly effective when dense phase CO2 is injected into a saline aquifer [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf|EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf]]:25:Slide 7 presents the challenges associated with acquiring seismic within a dense windfarm. It should be possible to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf|EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf]]:26:grid of 100m x 50m only has a “moderate/low” chance of success. Such a dense grid of nodes would most likely [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf|EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf]]:27:going denser in the in-line (e.g. 50 m or 25 m).” [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf|EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf]]:27:The answer to Q7 states that a dense layout of nodes is not possible in a wind farm. Why is this the case? Nodes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf|EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf]]:30:foreseeable future, particularly with the denser source and receiver geometry that will be required for effective 4D [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf|EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf]]:30:A dense layout of source points is achievable at low cost, particularly as it should be possible to use a smaller [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf|EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf]]:33:On page 49, bp compares the option of a sparse vs dense OBN survey over Endurance. However it does not define [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf|EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf]]:33:the parameter range assumed for “sparse” or “dense” OBN. How did bp generate the “modelled windfarm impact” [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf|EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf]]:33:reality, there is a continuum between “sparse” and “dense”. There is no reason to think that OBN will not produce [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf|EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf]]:34:wind turbines would be able to image from the upper Triassic (500m TVDSS) down to the reservoir. A denser OBN [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf|EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf]]:43:sufficiently dense layout of ocean bottom receivers is used. As previously discussed in section 2.2. of this report and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf|EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf]]:48: bp has stated that a dense layout of nodes Is not possible in a wind farm. What experience or modelling is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001861-9.14 - Assessment against North East Marine Plan - June 2022(D3).pdf|EN010103-001861-9.14 - Assessment against North East Marine Plan - June 2022(D3).pdf]]:5:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf|EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf]]:25: A leak or rupture of a system dense phase or supercritical [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf|EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf]]:25: (dense phase) CO2 will be still being developed, therefore [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf|EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf]]:38: additional hazards associated with dense phase CO2 that are likely to occur [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf|EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf]]:38: when CO2 is handled in large quantities and at high pressure (dense phase). [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf|EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf]]:38: the software used for modelling dense phase CO2 releases and to further [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:22:The Applicant must demonstrate that the proposal will condensed water having been treated at Brans Sands WwTW [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:23:enhance the waterbodies within development boundary and condensed water having been treated at Brans Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:36: marginal vegetation was dense. The [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:97: • Condensed Water: A small amount of additional effluent will be generated [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:97: on site as steam condensate (“Condensed Water”) and will also be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:97:9.7.150 The Condensed Water flows are significantly smaller than the Cooling Tower [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:147:2.2.3 Condensed Water Quality ................................................................................................... 17 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:149:contaminated wastewater from on-site processes including condensed water from the Heat Recovery [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:151:  Condensed Water: A small amount of additional effluent will be generated on site as steam [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:151: condensate (“Condensed Water”) and will also be discharged to Tees Bay. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:151:Blowdown Water and Condensed Water. Further, the origin of the Cooling Tower Blowdown Water is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:151:be concentrated by up to five times by re-use within the cooling system. The Condensed Water flows [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:158:contaminant will be concentrated by up to five times as the raw water is condensed and recycled as [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:160:2.2.3 Condensed Water Quality [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:160:by the PCC site. However, as noted previously a small additional flow of Condensed Water from the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:160:the DIN EQS. The Condensed Water may also contain dissolved carbon dioxide at concentrations [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:160:limited in coastal waters. The impact of mixing and re-use of Condensed Water on the final discharged [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:161:Condensed Water, with or without surface water addition. The pollutant flows, effluent loads and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:161:River Tees at Low Worsall. Condensed Water is assumed to contain only ammonia as a pollutant, while [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:161:current site designs include balancing ponds where Cooling Tower Blowdown Water, Condensed Water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:183:fired power station, filtration reject water, condensed and process water from a carbon capture facility, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:183:blowdown water component. The condensed water is a much smaller stream but can contain up to 5 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:183:information on PCC condensed and process water quality and Bran Sands effluent quality to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002054-NZT DCO 5.5 Electricity Grid Connection Statement (Clean) August 2022 (D6).pdf|EN010103-002054-NZT DCO 5.5 Electricity Grid Connection Statement (Clean) August 2022 (D6).pdf]]:9: • a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001981-NZT DCO 8.2 - STBC SoCG - August 2022(D5) - Tracked.pdf|EN010103-001981-NZT DCO 8.2 - STBC SoCG - August 2022(D5) - Tracked.pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001113-NZT DCO 6.4.29 ES Vol III Appendix 14A Intertidal Benthic Ecology Survey Report.pdf|EN010103-001113-NZT DCO 6.4.29 ES Vol III Appendix 14A Intertidal Benthic Ecology Survey Report.pdf]]:13: found at South Gare breakwater, with dense coverage of bladder wrack [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001113-NZT DCO 6.4.29 ES Vol III Appendix 14A Intertidal Benthic Ecology Survey Report.pdf|EN010103-001113-NZT DCO 6.4.29 ES Vol III Appendix 14A Intertidal Benthic Ecology Survey Report.pdf]]:19: forming a dense canopy over the substrata (Figure 14A-7). [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001113-NZT DCO 6.4.29 ES Vol III Appendix 14A Intertidal Benthic Ecology Survey Report.pdf|EN010103-001113-NZT DCO 6.4.29 ES Vol III Appendix 14A Intertidal Benthic Ecology Survey Report.pdf]]:28: dense coverage of bladder wrack throughout. Both South Gare Breakwater [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001155-NZT DCO 5.11 - Indicative Lighting Strategy.pdf|EN010103-001155-NZT DCO 5.11 - Indicative Lighting Strategy.pdf]]:12:  a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf|EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf]]:240: – In France, at the end of 2021, the service station network had a dense [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002245-NZT DCO - 9.34 Updated List of Developments (Clean) - Sept 2022(D8).pdf|EN010103-002245-NZT DCO - 9.34 Updated List of Developments (Clean) - Sept 2022(D8).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002250-NZT DCO 1.2 - Application Guide - Sept 2022(D8).pdf|EN010103-002250-NZT DCO 1.2 - Application Guide - Sept 2022(D8).pdf]]:10:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf|EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf]]:58: injection of dense-phase CO2 into the from increased suspended soundscape, including the harbour [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf|EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf]]:367: (D) the turbine sealing working fluid (as applicable) is on and condenser vacuum (as [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf|EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf]]:9: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001577-NZT DCO 9.4 - Written Summary CAH1 - May 2022.pdf|EN010103-001577-NZT DCO 9.4 - Written Summary CAH1 - May 2022.pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001906-NZT DCO 8.33 - National Highways SoCG July 2022 (Final) (D4).pdf|EN010103-001906-NZT DCO 8.33 - National Highways SoCG July 2022 (Final) (D4).pdf]]:8: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002407-NZT DCO - 9.43 Written Summary of Oral Submissions at ISH5 - Oct 2022 (D11).pdf|EN010103-002407-NZT DCO - 9.43 Written Summary of Oral Submissions at ISH5 - Oct 2022 (D11).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002175-NZT DCO 1.2 - Application Guide - Sept 2022(D7).pdf|EN010103-002175-NZT DCO 1.2 - Application Guide - Sept 2022(D7).pdf]]:10:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001897-NZT DCO 8.11 - Northern Powergrid SoCG (Tracked) - July 22 (D4).pdf|EN010103-001897-NZT DCO 8.11 - Northern Powergrid SoCG (Tracked) - July 22 (D4).pdf]]:8: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001115-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 2.pdf|EN010103-001115-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 2.pdf]]:1: Scrub - dense/continuous [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001115-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 2.pdf|EN010103-001115-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 2.pdf]]:1: Saltmarsh - dense/continuous [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001115-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 2.pdf|EN010103-001115-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 2.pdf]]:3: Scrub - dense/continuous [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001115-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 2.pdf|EN010103-001115-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 2.pdf]]:4: Scrub - dense/continuous [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001115-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 2.pdf|EN010103-001115-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 2.pdf]]:6: | | | | || || | Scrub - dense/continuous [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002183-NZT DCO 9.32 - Applicants' Comments on Deadline 6 Submissions - Sept 2022(D7).pdf|EN010103-002183-NZT DCO 9.32 - Applicants' Comments on Deadline 6 Submissions - Sept 2022(D7).pdf]]:6:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf|EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf]]:226: – In France, the dense retail network totaled nearly 3,500 stations [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:4: direct the dense phase liquid to the storage site. The underground storage [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:17: medium dense silty sands with occasional gravel horizons and beds of soft [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:204: concrete to 0.25 m bgl (4.70 m OD) and medium dense dark grey black [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:204: slag and cobbles of slag were noted. The material became dense at 3 m [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:204: dense dark grey slightly clayey slightly gravelly sand to 8.25 m bgl (-3.30 m [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:260:differential loose to very dense density) and Structural damage caused by excessive proved on site. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:261:conditions – sized pieces of slag, very dense of plan position and verticality Adequate design. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001783-NZT DCO 8.36 - Statement of Commonality - June 2022.pdf|EN010103-001783-NZT DCO 8.36 - Statement of Commonality - June 2022.pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf|EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf]]:38: marginal vegetation was dense. The [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf|EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf]]:32: a dense mat. Herring spawning takes place in areas of well-mixed waters in [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf|EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf]]:84:Condensed income statement under IFRS For the year ended 31 December [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf|EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf]]:87:E&P Norway - condensed income statement under IFRS [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf|EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf]]:88:E&P International - condensed income statement under IFRS [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf|EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf]]:89:E&P USA - condensed income statement under IFRS [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf|EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf]]:90:MMP - condensed income statement under IFRS [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf|EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf]]:91:REN - condensed income statement under IFRS [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:12:Tidal Flat Deposits 4 to 21 m bgl The Tidal Flat Deposits (TFD) were predominantly medium dense comprising silty [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:14:Medium Dense 10 - 30 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:14:Dense 30- 50 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:14:Very dense >50 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:14:expansive ferrous slag Dense [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:14:Tidal Flat Deposits 3.0 – 15.0 4.0 – 21.0 Medium dense to 20[[1]] - 55 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:14: dense (granular) (cohesive) [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:23: • on dense (or denser) coarse soils above the water table; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:28: False sets can also occur in dense silts and weathered mudstones. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:31:Obstructions may prevent penetration of the equipment through areas of dense and or fused slag materials. Long [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:42: Medium dense comprising silty variably gravelly sand with layers/bands of gravel Presence of Soil Groundwater [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf|EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf]]:3: capture plant and, once used, condensed and returned [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf|EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf]]:39: • removal of areas of suitable dense vegetation will [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf|EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf]]:52: specifically for the design and operation of dense Detailed Design [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001797-NZT DCO 9.10 - Applicants' Comments on Deadline 1 submissions - June 2022.pdf|EN010103-001797-NZT DCO 9.10 - Applicants' Comments on Deadline 1 submissions - June 2022.pdf]]:6:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:10:3.4.1 A small additional flow of Condensed Water arising from blowdown from the HRSG [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:18:Water – condensed water, diluted with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:18:Condensed The Condensed Water flows are significantly smaller than surface water, will be to the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:34:2.2.2 Condensed Water Quality ........................................................................................................ 12 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:37:effluent will be generated on site as steam condensate (“Condensed Water”) and will also be discharged [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:37:Water quality impacts in Tees Bay may occur because the Blowdown Water and Condensed Water will [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:37:should be considered. The Condensed Water flows are significantly smaller than the Blowdown Water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:37:  Option 1A – Concentrated Blowdown Water and Condensed Water, excluding the re-use of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:37:  Option 2A – Concentrated Blowdown Water and Condensed Water, partial re-use of Condensed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:37:  Option 1B – Concentrated Blowdown Water and Condensed Water, excluding re-use of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:37:  Option 2B – Concentrated Blowdown Water and Condensed Water, partial re-use of Condensed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:42:2.2.2 Condensed Water Quality [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:42:However, a small additional flow of Condensed Water is also expected to be discharged into Tees Bay. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:42:concentrations of 5 mg/l (294 µmol/l), which is limited through the DIN EQS. The Condensed Water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:42:mixing and re-use of Condensed Water on the final discharged effluent quality is discussed in Section [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:42:concentrated Blowdown Water and Condensed Water, with or without an aspect of Condensed Water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:42:Condensed Water will be stored prior to discharge, giving opportunity for cooling. Depending on the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:43: represent the Condensed Water. The effluent discharge temperature is taken as 27°C. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:43:  Option 2A - Re-use of Condensed Water as Blowdown Water, no surface water runoff present [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:44: concentrated 5 and condensed addition of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:44: times, condensed mixed, then 1350 m3/hr surface [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:64:station, condensed water from a carbon capture facility and surface water runoff. The blowdown water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:64:concentrated by up to 5 times as a result of its use as blowdown water. The condensed water is a much [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:64:contamination prior to combining the runoff with the blowdown water and condensed water and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:64:information on potential future water use and pollutant loads in the condensed water to produce four [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:64: represent the Condensed Water. The effluent discharge temperature is taken as 27°C. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:64:  Option 2A - Re-use of Condensed Water as Blowdown water, no surface water runoff present [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:180:2.2.3 Condensed Water Quality ........................................................................................................ 17 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:182:contaminated wastewater from on-site processes including condensed water from the Heat Recovery [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:184: • Condensed Water: A small amount of additional effluent will be generated on site as steam [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:184: condensate (“Condensed Water”) and will also be discharged to Tees Bay. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:184:Blowdown Water and Condensed Water. Further, the origin of the Cooling Tower Blowdown Water is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:184:be concentrated by up to five times by re-use within the cooling system. The Condensed Water flows [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:191:contaminant will be concentrated by up to five times as the raw water is condensed and recycled as [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:193:2.2.3 Condensed Water Quality [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:193:by the PCC site. However, as noted previously a small additional flow of Condensed Water from the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:193:the DIN EQS. The Condensed Water may also contain dissolved carbon dioxide at concentrations [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:193:limited in coastal waters. The impact of mixing and re-use of Condensed Water on the final discharged [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:194:Condensed Water, with or without surface water addition. The pollutant flows, effluent loads and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:194:River Tees at Low Worsall. Condensed Water is assumed to contain only ammonia as a pollutant, while [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:194:current site designs include balancing ponds where Cooling Tower Blowdown Water, Condensed Water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:216:fired power station, filtration reject water, condensed and process water from a carbon capture facility, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:216:blowdown water component. The condensed water is a much smaller stream but can contain up to 5 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:216:information on PCC condensed and process water quality and Bran Sands effluent quality to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002324-NZT DCO 9.38 - Applicants' Comments on Deadline 8 Submissions Oct 2022 (D9).pdf|EN010103-002324-NZT DCO 9.38 - Applicants' Comments on Deadline 8 Submissions Oct 2022 (D9).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf|EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf]]:70: cooling condensed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002075-NZT DCO 9.29 - Cumulative GHG Onshore and Offshore Assessment August 2022 (D6).pdf|EN010103-002075-NZT DCO 9.29 - Cumulative GHG Onshore and Offshore Assessment August 2022 (D6).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002409-NZT DCO - 9.45 Written Summary of Oral Submission for ISH6 - Oct 2022 (D11).pdf|EN010103-002409-NZT DCO - 9.45 Written Summary of Oral Submission for ISH6 - Oct 2022 (D11).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002634-NZT DCO 3.3 - Funding Statement - Appendix 1 (Tracked) - Nov 2022 (D13).pdf|EN010103-002634-NZT DCO 3.3 - Funding Statement - Appendix 1 (Tracked) - Nov 2022 (D13).pdf]]:11:  a dense phase CO2 export pipeline for the onward transport of the captured and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001993-NZT DCO 9.25 - Applicants' Comments on Deadline 4 Submissions - August 2022(D5).pdf|EN010103-001993-NZT DCO 9.25 - Applicants' Comments on Deadline 4 Submissions - August 2022(D5).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001893-NZT DCO 8.1 - RCBC SoCG (Tracked) July 2022 (D4).pdf|EN010103-001893-NZT DCO 8.1 - RCBC SoCG (Tracked) July 2022 (D4).pdf]]:6: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001778-NZT DCO 9.8 - Appendix DLV.1.7 LCA Extracts - June 2022.pdf|EN010103-001778-NZT DCO 9.8 - Appendix DLV.1.7 LCA Extracts - June 2022.pdf]]:24: replaced by vessel and marine structure decommissioning lit developed lowland, densely populated with several large [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002284-NZT DCO 8.2 - STBC SoCG - Sept 2022(D8) - final signed.pdf|EN010103-002284-NZT DCO 8.2 - STBC SoCG - Sept 2022(D8) - final signed.pdf]]:6: x Work No. 8 – a dense phase CO2 export pipeline for the onward transport of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002636-NZT DCO 8.5 - EA SoCG - Final (signed) - Oct 2022 (D13).pdf|EN010103-002636-NZT DCO 8.5 - EA SoCG - Final (signed) - Oct 2022 (D13).pdf]]:8: Work No. 8 a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001574-NZT DCO 8.36 - Statement of Commonality - May 2022.pdf|EN010103-001574-NZT DCO 8.36 - Statement of Commonality - May 2022.pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001576-NZT DCO 9.3 - Written Summary ISH2 - May 2022.pdf|EN010103-001576-NZT DCO 9.3 - Written Summary ISH2 - May 2022.pdf]]:5:  Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf|EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf]]:8:18.3.12 The majority of the proposed Site comprises areas of hardstanding, dense [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf|EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf]]:21:Bowl Barrow 1 on the edge of a densely wooded plantation; at monument is defined by its [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf|EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf]]:26: Eston Hills. The approach to the village is from the north up a densely [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001907-NZT DCO 8.36 - Statement of Commonality - July 2022(D4).pdf|EN010103-001907-NZT DCO 8.36 - Statement of Commonality - July 2022(D4).pdf]]:5: • Work No. 8 – a dense phase CO2 export pipeline for the onward transport of the [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf|EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf]]:10: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000648-Tees CCPP Decision Letter 5 April 2019 (2).pdf|EN010082-000648-Tees CCPP Decision Letter 5 April 2019 (2).pdf]]:2: steam generators (“HRSG”); condensers; emission stacks; and main and [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000402-5.8 - Tees CCPP - Carbon Capture Readiness Statement - UPDATED - 15.05.18.pdf|EN010082-000402-5.8 - Tees CCPP - Carbon Capture Readiness Statement - UPDATED - 15.05.18.pdf]]:17:7.1 It is likely that the onshore and offshore CO2 transport from the Site will be in a 'dense phase', i.e. at a [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000402-5.8 - Tees CCPP - Carbon Capture Readiness Statement - UPDATED - 15.05.18.pdf|EN010082-000402-5.8 - Tees CCPP - Carbon Capture Readiness Statement - UPDATED - 15.05.18.pdf]]:17: conveying dense phase CO2 have been considered in more depth, such pipelines should be considered as [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000402-5.8 - Tees CCPP - Carbon Capture Readiness Statement - UPDATED - 15.05.18.pdf|EN010082-000402-5.8 - Tees CCPP - Carbon Capture Readiness Statement - UPDATED - 15.05.18.pdf]]:17: the Yorkshire - Humber carbon pipeline, that the H&S implications and risks of any dense phase carbon [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000402-5.8 - Tees CCPP - Carbon Capture Readiness Statement - UPDATED - 15.05.18.pdf|EN010082-000402-5.8 - Tees CCPP - Carbon Capture Readiness Statement - UPDATED - 15.05.18.pdf]]:17:7.6 There is the potential for dense phase CO2 to be present in pipework or vessels on site once it has been [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000402-5.8 - Tees CCPP - Carbon Capture Readiness Statement - UPDATED - 15.05.18.pdf|EN010082-000402-5.8 - Tees CCPP - Carbon Capture Readiness Statement - UPDATED - 15.05.18.pdf]]:17:7.7 No bulk storage of dense or gaseous phase CO2 is proposed in the initial CCS design for the [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf|EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf]]:12: turbine is condensed back into water which is returned to the HRSG to [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf|EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf]]:14:5.40 There is a requirement for a cooling system to condense the steam used in the [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf|EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf]]:14: the transfer of all of the rejected heat in the steam turbine condenser to a large [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf|EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf]]:14: • direct air cooled condensers. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf|EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf]]:15: condenser and fully discharge it to an outfall. Typically abstraction is from [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf|EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf]]:15: Air Cooled Condenser (ACC) [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000142-EN010082-1.1-Application Cover Letter-Final-November 2017.pdf|EN010082-000142-EN010082-1.1-Application Cover Letter-Final-November 2017.pdf]]:2: steam turbine and electricity generator, heat recovery steam generators; condensers; emission [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000654-TEES Final Recommendation Report and Errata.pdf|EN010082-000654-TEES Final Recommendation Report and Errata.pdf]]:168: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf|EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf]]:9: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000214-EN010082-5.8-Carbon capture Readiness (CCR) Statement-Final-November 2017.pdf|EN010082-000214-EN010082-5.8-Carbon capture Readiness (CCR) Statement-Final-November 2017.pdf]]:17:7.1 t is likely that the onshore and offshore CO2 transport from the Site will be in a ‘dense phase’, i.e. at a [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000214-EN010082-5.8-Carbon capture Readiness (CCR) Statement-Final-November 2017.pdf|EN010082-000214-EN010082-5.8-Carbon capture Readiness (CCR) Statement-Final-November 2017.pdf]]:17: conveying dense phase CO2 have been considered in more depth, such pipelines should be considered [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000214-EN010082-5.8-Carbon capture Readiness (CCR) Statement-Final-November 2017.pdf|EN010082-000214-EN010082-5.8-Carbon capture Readiness (CCR) Statement-Final-November 2017.pdf]]:17: dense phase carbon pipeline can be appropriately mitigated through the design of the pipeline. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000214-EN010082-5.8-Carbon capture Readiness (CCR) Statement-Final-November 2017.pdf|EN010082-000214-EN010082-5.8-Carbon capture Readiness (CCR) Statement-Final-November 2017.pdf]]:17:7.6 There is the potential for dense phase CO2 to be present in pipework or vessels on site once it has [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000214-EN010082-5.8-Carbon capture Readiness (CCR) Statement-Final-November 2017.pdf|EN010082-000214-EN010082-5.8-Carbon capture Readiness (CCR) Statement-Final-November 2017.pdf]]:17:7.7 No bulk storage of dense or gaseous phase CO2 is proposed in the initial CCS design for the [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf|EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf]]:9: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated).pdf|EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated).pdf]]:9: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000651-Tees CCPP HRA FINAL April 2019 (1).pdf|EN010082-000651-Tees CCPP HRA FINAL April 2019 (1).pdf]]:3: condensers; emission stacks; and main and auxiliary transformers; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf|EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf]]:16: transformer bunds, the cooling tower base, deluge valve chambers, condenser [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000651-Tees CCPP HRA FINAL April 2019.pdf|EN010082-000651-Tees CCPP HRA FINAL April 2019.pdf]]:3: condensers; emission stacks; and main and auxiliary transformers; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000143-EN010082-1.2-Application Guide-Final-November 2017.pdf|EN010082-000143-EN010082-1.2-Application Guide-Final-November 2017.pdf]]:5: turbine, steam turbine and electricity generator, heat recovery steam generators; condensers; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000208-EN010082-6.3.18-ES Annex J-Gazeeter of Non Designated Heritage Assets-Final-November 2017.pdf|EN010082-000208-EN010082-6.3.18-ES Annex J-Gazeeter of Non Designated Heritage Assets-Final-November 2017.pdf]]:6: 50 1803 Dense concentrations of medieval pottery (182 sherds recovered) Non-Designated [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000651-Tees CCPP HRA FINAL April 2019 (2).pdf|EN010082-000651-Tees CCPP HRA FINAL April 2019 (2).pdf]]:3: condensers; emission stacks; and main and auxiliary transformers; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf|EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf]]:121: then condensed back into water which is returned to the [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000648-Tees CCPP Decision Letter 5 April 2019 (1).pdf|EN010082-000648-Tees CCPP Decision Letter 5 April 2019 (1).pdf]]:2: steam generators (“HRSG”); condensers; emission stacks; and main and [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000430-Redcar and Cleveland Local Impact Report - signed_Redacted.pdf|EN010082-000430-Redcar and Cleveland Local Impact Report - signed_Redacted.pdf]]:2: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000574-Applicant's DL7 submission AECOM Report - CCR - Issue 4.pdf|EN010082-000574-Applicant's DL7 submission AECOM Report - CCR - Issue 4.pdf]]:8: separate carbon capture trains using air cooled condenser technology. Calculations have been [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000574-Applicant's DL7 submission AECOM Report - CCR - Issue 4.pdf|EN010082-000574-Applicant's DL7 submission AECOM Report - CCR - Issue 4.pdf]]:9:Stripper Condenser 39 39 39 [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000574-Applicant's DL7 submission AECOM Report - CCR - Issue 4.pdf|EN010082-000574-Applicant's DL7 submission AECOM Report - CCR - Issue 4.pdf]]:13: 18. STRIPPER CONDENSER [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000574-Applicant's DL7 submission AECOM Report - CCR - Issue 4.pdf|EN010082-000574-Applicant's DL7 submission AECOM Report - CCR - Issue 4.pdf]]:14: 18. STRIPPER CONDENSER [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf|EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf]]:12: turbine is condensed back into water which is returned to the HRSG to [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf|EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf]]:14:5.40 There is a requirement for a cooling system to condense the steam used in the [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf|EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf]]:14: the transfer of all of the rejected heat in the steam turbine condenser to a large [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf|EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf]]:14: • direct air cooled condensers. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf|EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf]]:15: condenser and fully discharge it to an outfall. Typically abstraction is from [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf|EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf]]:15: Air Cooled Condenser (ACC) [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000449-Saltburn Gill SSSI Citation.pdf|EN010082-000449-Saltburn Gill SSSI Citation.pdf]]:1:and spindle Euonymus europaeus. Dense patches of regenerating sycamore Acer [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000536-8.46 - Tees CCPP - Applicant's Response to ExA's Second WQs - Deadline 5 - FINAL - 07.08.18.pdf|EN010082-000536-8.46 - Tees CCPP - Applicant's Response to ExA's Second WQs - Deadline 5 - FINAL - 07.08.18.pdf]]:8: Furthermore, the base case assessments used Air Cooled Condensers; however, it is proposed that the Project [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (2).pdf|EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (2).pdf]]:9: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000181-EN010082-6.2.10-ES Chapter 10-Traffic and Transport-Final-November 2017.pdf|EN010082-000181-EN010082-6.2.10-ES Chapter 10-Traffic and Transport-Final-November 2017.pdf]]:16: Condenser 1 x 122t 2 15 [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf|EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf]]:168: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf|EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf]]:9: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf|EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf]]:10: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf|EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf]]:10: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000589-2.1 - Tees CCPP - Draft Development Consent Order – Final (Version 7).pdf|EN010082-000589-2.1 - Tees CCPP - Draft Development Consent Order – Final (Version 7).pdf]]:9: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000212-EN010082-5.6-Design Access Statement-Final-November 2017.pdf|EN010082-000212-EN010082-5.6-Design Access Statement-Final-November 2017.pdf]]:16: additional electricity via a steam turbine. The exhaust steam from the steam turbine is condensed [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000380-6.2.7 - Tees CCPP - ES Chapter 7 Air Quality - tracked Rev 2 with figures.pdf|EN010082-000380-6.2.7 - Tees CCPP - ES Chapter 7 Air Quality - tracked Rev 2 with figures.pdf]]:51: may condense into droplets forming visible plumes. The potential for visible [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf|EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf]]:9: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000144-EN010082-2.1-Draft Development Consent Order-Final-November 2017.pdf|EN010082-000144-EN010082-2.1-Draft Development Consent Order-Final-November 2017.pdf]]:10:(d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (3).pdf|EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (3).pdf]]:9: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf|EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf]]:9: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:17:x Condenser pits [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000141-EN010082-1.4-Notices for Statutory Publicity-Final-November 2017.pdf|EN010082-000141-EN010082-1.4-Notices for Statutory Publicity-Final-November 2017.pdf]]:5: turbine, steam turbine and electricity generator, heat recovery steam generators; condensers; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (1).pdf|EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (1).pdf]]:9: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000501-8.9 - Tees CCPP - Abbreviation List.pdf|EN010082-000501-8.9 - Tees CCPP - Abbreviation List.pdf]]:2: ACC Air Cooled Condenser [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf|EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf]]:9: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000374-6.2.7 - Tees CCPP - ES Chapter 7 - Air Quality - clean Rev 2 with figures.pdf|EN010082-000374-6.2.7 - Tees CCPP - ES Chapter 7 - Air Quality - clean Rev 2 with figures.pdf]]:51: may condense into droplets forming visible plumes. The potential for visible [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000368-1.2 - Tees CCPP - Application Guide - Rev 3.pdf|EN010082-000368-1.2 - Tees CCPP - Application Guide - Rev 3.pdf]]:5: steam turbine and electricity generator, heat recovery steam generators; condensers; emission [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000651-Tees CCPP HRA FINAL April 2019 (3).pdf|EN010082-000651-Tees CCPP HRA FINAL April 2019 (3).pdf]]:3: condensers; emission stacks; and main and auxiliary transformers; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf|EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf]]:9: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf|EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf]]:20: turbine is condensed back into water which is returned to the HRSG to [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf|EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf]]:23: There is a requirement for a cooling system to condense the steam used in the [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf|EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf]]:23: the transfer of all of the rejected heat in the steam turbine condenser to a large [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf|EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf]]:23:  direct air cooled condensers. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf|EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf]]:23: condenser and fully discharge it to an outfall. Typically abstraction is from [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf|EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf]]:24: Air Cooled Condenser (ACC) [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000378-5.6 - Tees CCPP - Design & Access Statement - tracked Rev 3.pdf|EN010082-000378-5.6 - Tees CCPP - Design & Access Statement - tracked Rev 3.pdf]]:16: additional electricity via a steam turbine. The exhaust steam from the steam turbine is condensed [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000648-Tees CCPP Decision Letter 5 April 2019 (3).pdf|EN010082-000648-Tees CCPP Decision Letter 5 April 2019 (3).pdf]]:2: steam generators (“HRSG”); condensers; emission stacks; and main and [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000584-8.64 - Tees CCPP - CCR Memo.pdf|EN010082-000584-8.64 - Tees CCPP - CCR Memo.pdf]]:3:If appropriate, this wastewater stream could be combined with the condensed water vapour stream if that would [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000215-EN010082-5.9-Statutory Nuisance Statement-Final-November 2017.pdf|EN010082-000215-EN010082-5.9-Statutory Nuisance Statement-Final-November 2017.pdf]]:12: high water may condense into droplets forming visible plumes. The potential [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf|EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf]]:9: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000183-EN010082-6.2.12-ES Chapter 12-Cultural Heritage-Final-November 2017.pdf|EN010082-000183-EN010082-6.2.12-ES Chapter 12-Cultural Heritage-Final-November 2017.pdf]]:30: which lies in dense woodland to the west of the village, will not be affected. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000648-Tees CCPP Decision Letter 5 April 2019.pdf|EN010082-000648-Tees CCPP Decision Letter 5 April 2019.pdf]]:2: steam generators (“HRSG”); condensers; emission stacks; and main and [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf|EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf]]:168: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000372-5.6 - Tees CCPP - Design & Access Statement - clean Rev 3.pdf|EN010082-000372-5.6 - Tees CCPP - Design & Access Statement - clean Rev 3.pdf]]:16: additional electricity via a steam turbine. The exhaust steam from the steam turbine is condensed [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000178-EN010082-6.2.7-ES Chapter 7-Air Quality-Final-November 2017.pdf|EN010082-000178-EN010082-6.2.7-ES Chapter 7-Air Quality-Final-November 2017.pdf]]:51: may condense into droplets forming visible plumes. The potential for visible [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000019-Scoping Report.pdf|EN010082-000019-Scoping Report.pdf]]:18: turbine is condensed back into water which is returned to the HRSG to [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000019-Scoping Report.pdf|EN010082-000019-Scoping Report.pdf]]:21: There is a requirement for a cooling system to condense the steam used in the [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000019-Scoping Report.pdf|EN010082-000019-Scoping Report.pdf]]:21: the transfer of all of the rejected heat in the steam turbine condenser to a large [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000019-Scoping Report.pdf|EN010082-000019-Scoping Report.pdf]]:21:  direct air cooled condensers. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000019-Scoping Report.pdf|EN010082-000019-Scoping Report.pdf]]:21: condenser and fully discharge it to an outfall. Typically abstraction is from [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000019-Scoping Report.pdf|EN010082-000019-Scoping Report.pdf]]:22: Air Cooled Condenser (ACC) [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf|EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf]]:168: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf|EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf]]:12: turbine is condensed back into water which is returned to the HRSG to [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf|EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf]]:14:5.40 There is a requirement for a cooling system to condense the steam used in the [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf|EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf]]:14: the transfer of all of the rejected heat in the steam turbine condenser to a large [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf|EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf]]:14: • direct air cooled condensers. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf|EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf]]:15: condenser and fully discharge it to an outfall. Typically abstraction is from [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf|EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf]]:15: Air Cooled Condenser (ACC) [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf|EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf]]:9: (d) condenser; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf|EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf]]:9: (d) condenser; [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf|TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf]]:38:7.1.4 The main part of Haxby Plantation is coniferous plantation woodland. The plantation is densely planted [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf|TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf]]:38: comprises of a dense band of trees and shrubs as well as a mosaic of wider habitat with patches of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf|TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf]]:101: west of the proposed Mine surface development site is Ugglebarnby Moor, which comprises a dense [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf|TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf]]:106: vegetation. This is a typically species-poor habitat which is usually characterised by dense well [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf|TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf]]:20: dense urbanised areas where sewers have an inadequate capacity and the sewer Infrastructure often [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:10:season. Other areas, where access is more difficult, have become rank with a dense [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:11:a dense sward of False oat grass Arrhenatherum elatius with occasional phorbs [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:15:The fringing margins are dense with Common reed Phragmites australis, Reedmace [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:21:was deepened and extended in area. The margins are dense with Common reed [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:21:dense Potamageton weed, especially in the western end, and supports huge [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:22:Birch Betula pubescens and Goat willow Salix caprea with dense areas of Bramble [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:23:diverse series of semi-natural habitats from close grazed grassland to dense scrub [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:23:The majority is dense, rank grassland of False oat grass Arrhenatherum elatius and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:23:areas of more diverse calcareous grassland occur. Areas have been lost to dense [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:28:material. This is sparsely vegetated but has a dense stand of Sea buckthorn [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:42:dense Bramble Rubus fruticosus agg. The calcareous nature of the substrate has [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:52:extensive areas of dense bramble thicket interlaced with Hedge bindweed Calystegia [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:58:millefolium. There are scattered patches of dense Rosebay Chamerion angustifolium [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:59:facing bank in the north. Dense areas of Bramble Rubus fruticosus agg scrub occur [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:90:An isolated, disused building which is situated within an area of dense, species-poor [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:134:dense areas of bramble Rubus fruticosus and Common Nettle Urtica dioica along [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf|TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf]]:79:well as to hide, so that the planting may be dense next to the development but ‘taper off’ [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf|TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf]]:97:Leyland Cypress is a strong-growing hybrid of deep colour and dense, conical ‘habit’ (‘form’ [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000503-Section 20 App 20.3 Visual assessment.pdf|TR030002-000503-Section 20 App 20.3 Visual assessment.pdf]]:4: backed by dense low willow planting tree cover in summer views towards the Phase 2 conveyor installation would occur [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000503-Section 20 App 20.3 Visual assessment.pdf|TR030002-000503-Section 20 App 20.3 Visual assessment.pdf]]:4: Dense willow biomass planting screens would be clearly visible as a new feature in many places. Silhouette effects would Operational phase [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000503-Section 20 App 20.3 Visual assessment.pdf|TR030002-000503-Section 20 App 20.3 Visual assessment.pdf]]:4: dense foreground hedgerow/ scrub cover the foreground security fence but the new tower would be encased in neutral/ within the Phase 1 housing but some Low to medium [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000503-Section 20 App 20.3 Visual assessment.pdf|TR030002-000503-Section 20 App 20.3 Visual assessment.pdf]]:4: with occasional mature trees. Dense belts structures would form large elements within recessive colour cladding. external construction activity may be adverse [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:9: compressed, and dense grey clay (marine or glacial till/ lacustrine) was occasionally [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000504-Section 20 App 20.4 Technical lighting assessment.pdf|TR030002-000504-Section 20 App 20.4 Technical lighting assessment.pdf]]:41: when vegetation is more dense. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000504-Section 20 App 20.4 Technical lighting assessment.pdf|TR030002-000504-Section 20 App 20.4 Technical lighting assessment.pdf]]:44: when vegetation is more dense. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000653-Doc 3.6B - Substation Elevations Sites A and C.pdf|TR030002-000653-Doc 3.6B - Substation Elevations Sites A and C.pdf]]:1: Dense concrete block walls between columns at perimeter and as [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000547-Doc 6.6 App 22.2 Representative viewpoint assessment.pdf|TR030002-000547-Doc 6.6 App 22.2 Representative viewpoint assessment.pdf]]:10:Views to north are screened by dense hedgerows. More open views are possible in an arc from the south [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000445-ES Section 10 Terrestrial ecology.pdf|TR030002-000445-ES Section 10 Terrestrial ecology.pdf]]:16: margins are dense with common reed Phragmites australis and common reedmace Typha latifolia. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000445-ES Section 10 Terrestrial ecology.pdf|TR030002-000445-ES Section 10 Terrestrial ecology.pdf]]:16: The pond itself has dense Potamageton weed, especially in the western end, and supports very high [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000445-ES Section 10 Terrestrial ecology.pdf|TR030002-000445-ES Section 10 Terrestrial ecology.pdf]]:16: which are dense with common reedmace and common reed. Most hold water throughout the year and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000445-ES Section 10 Terrestrial ecology.pdf|TR030002-000445-ES Section 10 Terrestrial ecology.pdf]]:18: ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! S!I ! S!I ! S!I SI SI SI Dense/Continuous [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000445-ES Section 10 Terrestrial ecology.pdf|TR030002-000445-ES Section 10 Terrestrial ecology.pdf]]:21: improved neutral grassland, areas of dense scrub and areas of open water (both standing and brackish [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf|TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf]]:26: x Any reduction in the intake of water by the suction head means a more dense pay load, thus [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000455-ES Section 20 Landscape and visual environment.pdf|TR030002-000455-ES Section 20 Landscape and visual environment.pdf]]:14: conveyor route (views 9, 22 and 23). Ground level activity is screened by dense planting along the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000735-Applicant response to First Questions - Appendix 4.pdf|TR030002-000735-Applicant response to First Questions - Appendix 4.pdf]]:25: • Methane, produced by the decomposition of waste, is denser than air [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf|TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf]]:94:on food quality of fruits and vegetables: a condensed and concise review of the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf|TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf]]:119: efficiency and vegetables vegetables: a condensed and concise [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf|TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf]]:175: and vegetables: a condensed and concise review of the literature. Better Crops. 94, 18 – [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf|TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf]]:185: 11 fruits and vegetables: a condensed and concise [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000442-ES Section 7 Marine sediment and water quality.pdf|TR030002-000442-ES Section 7 Marine sediment and water quality.pdf]]:25: x Any reduction in the intake of water by the suction head means a more dense pay load, thus [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:118: adjacent to the town of Whitby. The Whitby Enclave is relatively densely populated and as [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:174: Carboniferous, Permian and Triassic sequences are all condensed. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:18: • at the surface, ebb flow often exceeds flood, since the less dense, downstream- [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:18: • at the bed, flood flow often exceeds ebb, since the inflowing denser salty water is [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000579-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 4.pdf|TR030002-000579-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 4.pdf]]:25: dense network of hedgerows and trees. southern edge of Scarborough in the south west, with longer view corridor south west, with longer [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000579-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 4.pdf|TR030002-000579-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 4.pdf]]:25: Intricate winding becks with dense south. Site levels vary between 50-130m extending north west along Harwood extending north west alo [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf|TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf]]:230: located outside the boundary of the NYMNP and is contained within a perimeter of dense, tall [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf|TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf]]:239: right opposite Whitby Business Park. Views into the site would be screened by an existing dense [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:36: ii) The true Fordon Shelf, where only the Shelf seam is found in a condensed [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:38: east where it is present as multiple seams, before it condenses to a single [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:95: Barn), with more densely populated residential areas on the outskirts of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000879-Document 8 12 - Applicants responses to other parties submissions for deadline 6.pdf|TR030002-000879-Document 8 12 - Applicants responses to other parties submissions for deadline 6.pdf]]:23:densely populated areas public opinion is a critical factor. [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:215: • At the surface, ebb flow often exceeds flood flow, since the less dense, [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:215: • At the bed, flood flow often exceeds ebb, since the inflowing denser salty water [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:95: • Any reduction in the intake of water by the suction head means a denser pay load, thus reducing or [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:119:Dense subtidal aggregations of tubes created by S. spinulosa may form biogenic reefs that can stabilise [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:120:occurrence across the survey area has also increased. Brittlestars can occur in very dense beds on [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:250:Dense subtidal aggregations of tubes created by S. spinulosa may form biogenic reefs that can stabilise [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:304:terns, it is anticipated that prey species for terns could become more densely grouped into waters which are [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:304:terns would likely expend less energy foraging once they had identified the denser population of prey [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:365: • At the surface, ebb flow often exceeds flood flow, since the less dense, [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:365: • At the bed, flood flow often exceeds ebb, since the inflowing denser salty water [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:447: Dense [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:495:in high abundances. Dense subtidal aggregations of tubes created by S. spinulosa may form biogenic reefs that [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:496:has also increased. Brittlestars can occur in very dense beds on sediments and in estuarine environments (Wolff [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:95: • Any reduction in the intake of water by the suction head means a denser pay load, thus reducing or [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:119:Dense subtidal aggregations of tubes created by S. spinulosa may form biogenic reefs that can stabilise [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:120:occurrence across the survey area has also increased. Brittlestars can occur in very dense beds on [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:250:Dense subtidal aggregations of tubes created by S. spinulosa may form biogenic reefs that can stabilise [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:304:terns, it is anticipated that prey species for terns could become more densely grouped into waters which are [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:304:terns would likely expend less energy foraging once they had identified the denser population of prey [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:365: • At the surface, ebb flow often exceeds flood flow, since the less dense, [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:365: • At the bed, flood flow often exceeds ebb, since the inflowing denser salty water [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:447: Dense [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:495:in high abundances. Dense subtidal aggregations of tubes created by S. spinulosa may form biogenic reefs that [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:496:has also increased. Brittlestars can occur in very dense beds on sediments and in estuarine environments (Wolff [[this>RiverTees/Planning/MLA_2021_00215_1/MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf|MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf]]:35:within one year (De-Bastos, 2016). The presence of dense Capitella capitata has classically been [[this>RiverTees/Planning/MLA_2021_00215_1/MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf|MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf]]:64:of prey species including dense beds of mussels. [[this>RiverTees/Planning/MLA_2021_00215_1/MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf|MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf]]:35:within one year (De-Bastos, 2016). The presence of dense Capitella capitata has classically been [[this>RiverTees/Planning/MLA_2021_00215_1/MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf|MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf]]:64:of prey species including dense beds of mussels. [[this>RiverTees/Planning/MLA_2015_00334/Additional Documents/Appendix 16.1a - DNV Report Rev1 2004.pdf|Appendix 16.1a - DNV Report Rev1 2004.pdf]]:31:whole estuary, with a shift towards less dense material especially towards the seawards end of [[this>RiverTees/Planning/MLA_2015_00334/Additional Documents/Appendix 16.1a - DNV Report Rev1 2004.pdf|Appendix 16.1a - DNV Report Rev1 2004.pdf]]:53:dense materials at the seawards end of the estuary. In addition to the construction of the Tees [[this>RiverTees/Planning/MLA_2015_00334/Additional Documents/3 EIS Appendices (3).pdf|3 EIS Appendices (3).pdf]]:146:whole estuary, with a shift towards less dense material especially towards the seawards end of [[this>RiverTees/Planning/MLA_2015_00334/Additional Documents/3 EIS Appendices (3).pdf|3 EIS Appendices (3).pdf]]:168:dense materials at the seawards end of the estuary. In addition to the construction of the Tees [[this>Teesworks/1911South-Tees-Master-Plan-Nov-19.2.pdf|1911South-Tees-Master-Plan-Nov-19.2.pdf]]:32: zone, development is more densely laid out, with the to these operations, the site was open marshland [[this>Teesworks/1911South-Tees-Master-Plan-Nov-19.2.pdf|1911South-Tees-Master-Plan-Nov-19.2.pdf]]:68:such as Wilton International. The Master Plan will enable assessed energy demands of the densely developed, existing environmental sensitivities and, wherever strategy. Smart, rather than expensive solutions should [[this>Teesworks/1911South-Tees-Master-Plan-Nov-19.2.pdf|1911South-Tees-Master-Plan-Nov-19.2.pdf]]:78: of linked manufacturing uses in themed sub-zones. the realisation of a dense development layout and the planned for inclusion in the long term proposals. [[this>Teesworks/1911South-Tees-Master-Plan-Nov-19.2.pdf|1911South-Tees-Master-Plan-Nov-19.2.pdf]]:78: The energy theme is further reinforced in this zone by the of a dense array of manufacturing support industries [[this>Teesworks/1911South-Tees-Master-Plan-Nov-19.2.pdf|1911South-Tees-Master-Plan-Nov-19.2.pdf]]:78:of confidence that dense industrial development on 31). Full realisation of the development potential will potential location for accommodating such uses. Given the management body for long-term stewardship. [[this>Teesworks/1911South-Tees-Master-Plan-Nov-19.2.pdf|1911South-Tees-Master-Plan-Nov-19.2.pdf]]:132: the proper functioning of the highways network as a via a new four-arm roundabout junction. This link will parks and the creation of a dense development template, [[this>Teesworks/1911South-Tees-Master-Plan-Nov-19.2.pdf|1911South-Tees-Master-Plan-Nov-19.2.pdf]]:150: Condenser [[this>Teesworks/1911South-Tees-Master-Plan-Nov-19.2.pdf|1911South-Tees-Master-Plan-Nov-19.2.pdf]]:150: Condenser [[this>Teesworks/1911South-Tees-Master-Plan-Nov-19.2.pdf|1911South-Tees-Master-Plan-Nov-19.2.pdf]]:151: Condenser [[this>Teesworks/1911South-Tees-Master-Plan-Nov-19.2.pdf|1911South-Tees-Master-Plan-Nov-19.2.pdf]]:151: Condenser [[this>Teesworks/1911South-Tees-Master-Plan-Nov-19.2.pdf|1911South-Tees-Master-Plan-Nov-19.2.pdf]]:173:Large scale industrial business park laid out to a dense development pattern, Permissable planning context. Area USPs very conducive to proposed end use. Strong [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:204:occurrence across the survey area has also increased. Brittlestars can occur in very dense beds on [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:289:at Bran Sands South and areas downstream. The densest populations at North Tees Mudflat are those of [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:410:high level lighting masts and floodlighting. Urban conurbations and transport corridors are also densely [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:412:commercial development, urban conurbations and dense tree belts (often alongside main road corridors). [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:419:extensive and elevated panoramic views that encompass coastal margins, farmland, dense urban [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:419:knoll of land. Outward views are limited by surrounding dense vegetation. The most open aspect, and [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:481:Dense subtidal aggregations of tubes created by S. spinulosa may form biogenic reefs that can stabilise [[this>Teesworks/Planning/MLA_2020_00506/19Neurotoxicity of Polychlorinated Biphenyls and Related Organohalogens - nihms-1526851.pdf|19Neurotoxicity of Polychlorinated Biphenyls and Related Organohalogens - nihms-1526851.pdf]]:10: the perikaryon; however, along the cell surfaces, the nerve terminals appeared dense, [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf]]:9: Loose to medium dense grey brown very clayey [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:204:whereas dense patches of the red alga Chondrus crispus occurred in the lower eulittoral. Epifauna was [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:313: whereas dense patches of the red alga C. crispus were recorded in the lower eulittoral. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:319: forms dense and stable populations, competing with native species for natural resources, [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:204:occurrence across the survey area has also increased. Brittlestars can occur in very dense beds on [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:289:at Bran Sands South and areas downstream. The densest populations at North Tees Mudflat are those of [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:410:high level lighting masts and floodlighting. Urban conurbations and transport corridors are also densely [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:412:commercial development, urban conurbations and dense tree belts (often alongside main road corridors). [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:419:extensive and elevated panoramic views that encompass coastal margins, farmland, dense urban [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:419:knoll of land. Outward views are limited by surrounding dense vegetation. The most open aspect, and [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:481:Dense subtidal aggregations of tubes created by S. spinulosa may form biogenic reefs that can stabilise [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf]]:39: Loose to medium dense grey brown very clayey [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:97:three transects (8,9,11) were each surveyed three times to create a denser dataset from which to [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:191: Loose to medium dense grey brown [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:258: Medium dense laminated black, dark grey and grey-brown silty fine [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:299: Heavy lifting cranes will be more prominent with the crane tower structure appearing more visually ‘dense’ than the open [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:301:Existing View View from a public open space on an elevated knoll of land, partially enclosed by dense vegetation on the banked margins. A viewing platform within the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:304: limited. Proposed features will appear similar in character and visually integrate with existing, dense clustering of [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:305: character and visually integrate with existing, dense clustering of numerous stacks, silos, pylons and buildings seen [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:306: will be prominent with the crane tower structure appearing more visually ‘dense’ than the open latticed crane arm that [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:309:Existing View An attractive elevated view to the north and west across a foreground of rolling arable fields defined by dense, tall hedgerows and woodland. The location is [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:204:whereas dense patches of the red alga Chondrus crispus occurred in the lower eulittoral. Epifauna was [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:313: whereas dense patches of the red alga C. crispus were recorded in the lower eulittoral. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:319: forms dense and stable populations, competing with native species for natural resources, [[this>Teesworks/Planning/R-2022-0816-FFM/R-2022-0816-FFM-Teesworks Arboricortural Constraints Survey and Tree Protection Plan.pdf|R-2022-0816-FFM-Teesworks Arboricortural Constraints Survey and Tree Protection Plan.pdf]]:13:accessed, for example where dense vegetation exists, in this instance the trunk diameter was [[this>Teesworks/Planning/R-2022-0816-FFM/R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf|R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf]]:11: The DTM was developed using LiDAR 2m spatial resolution data. Denser LiDAR data is [[this>Teesworks/Planning/R-2022-0816-FFM/R-2022-0816-FFM-Teesworks Arboricortural Constraints Survey.pdf|R-2022-0816-FFM-Teesworks Arboricortural Constraints Survey.pdf]]:13:accessed, for example where dense vegetation exists, in this instance the trunk diameter was [[this>Teesworks/Planning/R-2021-0754-FFM/R-2021-0754-FFM-LMUK-BGP-00-ZZ-DR-C-90.4-00001_P05.pdf|R-2021-0754-FFM-LMUK-BGP-00-ZZ-DR-C-90.4-00001_P05.pdf]]:1: Surface Course 40mm AC10 Dense Macadam (100/150 Pen) [[this>Teesworks/Planning/R-2021-0754-FFM/R-2021-0754-FFM-LMUK-BGP-00-ZZ-DR-C-90.4-00001_P05.pdf|R-2021-0754-FFM-LMUK-BGP-00-ZZ-DR-C-90.4-00001_P05.pdf]]:1: Binder Course 60mm AC20 Dense Macadam (100/150 Pen) [[this>Teesworks/Planning/R-2021-0754-FFM/R-2021-0754-FFM-LMUK-BGP-00-ZZ-DR-C-90.4-00001_P05.pdf|R-2021-0754-FFM-LMUK-BGP-00-ZZ-DR-C-90.4-00001_P05.pdf]]:1: Base Course 150mm AC32 Dense Macadam (100/150 Pen) [[this>Teesworks/Planning/R-2021-0754-FFM/R-2021-0754-FFM-Officer Report 0754.pdf|R-2021-0754-FFM-Officer Report 0754.pdf]]:3:Course 40mm HRA; Binder 60mm Dense Macadam; Base Course 120mm [[this>Teesworks/Planning/R-2021-0754-FFM/R-2021-0754-FFM-Officer Report 0754.pdf|R-2021-0754-FFM-Officer Report 0754.pdf]]:3:Dense Macadam; Sub Base 250mm Type 1 and Capping if required. [[this>Teesworks/Planning/R-2021-0754-FFM/R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf|R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf]]:4: 150mm AC32 Dense Macadam (100/150 Pen) [[this>Teesworks/Planning/R-2021-0754-FFM/R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf|R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf]]:4: 40mm AC10 Dense Macadam (100/150 Pen) [[this>Teesworks/Planning/R-2021-0754-FFM/R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf|R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf]]:4: 60mm AC20 Dense Macadam (100/150 Pen) [[this>Teesworks/Planning/R-2021-0754-FFM/R-2021-0754-FFM-highways.pdf|R-2021-0754-FFM-highways.pdf]]:2:should therefore be Surface Course 40mm HRA; Binder 60mm Dense Macadam; Base Course 120mm Dense [[this>Teesworks/Planning/R-2021-0754-FFM/R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf|R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf]]:15: Surface Course 40mm AC10 Dense Macadam (100/150 Pen) [[this>Teesworks/Planning/R-2021-0754-FFM/R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf|R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf]]:15: Binder Course 60mm AC20 Dense Macadam (100/150 Pen) [[this>Teesworks/Planning/R-2021-0754-FFM/R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf|R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf]]:15: Base Course 150mm AC32 Dense Macadam (100/150 Pen) [[this>Teesworks/Planning/MLA_2022_00248/Additional Documents/CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf|CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf]]:71: and foraging habitats with dense vegetation in many places. However, no evidence [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:17: poorly compacted and ranges from loose to very dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:17: indicating the materials density is loose to medium dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:38:100 within the slag materials. The piling designer will need to allow for progressing through very dense materials [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:98:1.80 J5(SL2) at c.1.20m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:98:4.20-5.70 SL4(SS) at c.4.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:98:5.70-7.20 SL5(SS) at c.5.70m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:98:7.20-8.20 SL6 at c.7.20m BGL ... dense [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:99:8.70-9.20 SL8(SS) at c.8.70m BGL ... very dense/possible cobble obstruction. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:113:1.20-2.70 SL2(SS) at c.1.20m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:113:2.70-4.20 SL3(SS) at c.2.70m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:113: at c.4.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:113:5.70-7.20 SL5(SS) at c.5.70m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:125:1.50 ES3(SL2) at c.1.20m BGL ... dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:125:3.00 PID <0.1ppm at c.2.70m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:125:4.20-5.70 SL4(SS) 2.99 4.40 at c.4.20m BGL ... loose and medium dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:125:5.70-7.20 SL5(SS) at c.5.70m BGL ... dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:141: at c.1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:141: at c.2.70m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:141:4.20 ES2(SL4) at c.4.20m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:141:5.70-7.20 SL5(SS) at c.5.70m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:141:7.20-8.70 SL6(SS) at c.7.20m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:152: 7.87 1.80 at c.1.20m BGL ... dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:152: at c.2.70m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:152:4.20-5.70 B3(SL3) at c.4.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:152:5.70-7.20 B4(SL5) at c.5.70m BGL ... dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:152:7.20-8.70 SL6(SS) at c.7.20m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:167:1.20-2.70 SL2(SS) at c.1.20m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:167: at c.2.70m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:167:4.20-5.20 SL4(SS) at c.4.20m BGl ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:167:5.70-6.70 SL6(SS) at c.5.70m BGL ... dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:177:2.10 ES4(SL2) at c.1.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:177:2.70 C N49 at c.2.70m BGL ... dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:177: at c.4.20m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:177:5.70-6.70 SL5(SS) at c.5.70m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:188:1.20-2.70 SL2(SS) (2.70) at c.1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:188: (1.50) at c.2.70m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:188: at c.4.20m BGL ... dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:188:5.70-7.20 SL5(SS) at c.5.70m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:188:7.20-8.20 SL6(SS) at c.7.20m BGL ... loose and medium dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:201: at c.1.20m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:201: at c.2.70m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:201:4.20-5.70 SL4(SS) at c.4.20m BGL ... dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:201:5.70 S N53 (2.00) at c.5.70m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:212:1.20-2.70 SL2(SS) at c.1.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:212:2.70-4.20 SL3(SS) (5.70) at c.2.70m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:212:4.20-5.70 SL4(SS) at c.4.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:212: at c.5.70m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:212:7.20-8.70 SL6(SS) at c.7.20m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:224:1.20-2.70 SL2(SS) (2.70) at c.1.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:224: at c.2.70m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:224:4.20-6.00 SL4 at c.4.20m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:224:6.00 B5(SL5) at c.6.00m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:696:γunsat kN/m3 16 Loose to medium dense silty sand [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:696:γsat kN/m3 19 Loose to medium dense silty sand [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:696:Well graded sandy Gravel. At least medium dense. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:696:γunsat kN/m3 16 Medium dense to dense sandy gravel [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:696:γsat kN/m3 19 Medium dense to dense sandy gravel [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf|R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf]]:10: condenser, stack, fuel oil, fire fighting water tank, standby diesel generator, [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf|R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf]]:10: air cooled condenser building, incinerator bottom ash building, air pollution [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Design_Evolution_Documentlr_Part_1.pdf|R-2023-0246-RMM-TV_ERF_Design_Evolution_Documentlr_Part_1.pdf]]:4:condenser, substa on, servicing tanks, etc. and all external [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Design_Evolution_Documentlr_Part_1.pdf|R-2023-0246-RMM-TV_ERF_Design_Evolution_Documentlr_Part_1.pdf]]:16:is generally the largest component in height of the overall Externally there are associated air cooled condensers, water [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf|R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf]]:13: condenser, stacks, fuel oil, fire fighting water tank, standby diesel generator, air [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf|R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf]]:13: cooled condenser building, bottom ash building, air pollution control residue silos, [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf|R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf]]:17: and driver welfare facility, five weighbridges, air cooled condenser, electricity [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf|R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf]]:18:3.19 The air-cooled condensers, which return low-pressure steam from the turbine to [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf|R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf]]:18: condensers will cover a total area of 1,707 m2. The condenser units will be [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf|R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf]]:18: condensers will be at 22 m, see elevations in figure 3.2 a. [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf|R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf]]:20: adjacent to the air cooled condenser (ACC). [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf|R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf]]:27: pressure steam exiting the turbine will be condensed back to water in the air [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf|R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf]]:27: cooled condenser (ACC) for reuse in the water-steam cycle. [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf|R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf]]:27: the condensers) could pass through an onsite heat exchanger to heat up water [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf|R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf]]:32: cooled condenser. Visitors will also be able to have a clear view of the tipping [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf|R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf]]:36: waste bunker, boiler areas, FGT areas and air cooled condensers, erection of [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf|R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf]]:37: condensers, steam turbine, transformer and associated cabling and steel [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf|R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf]]:93: buildings from air cooled condensers, turbine hall and a 55 m high boiler house [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf|R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf]]:16: welfare facility, five weighbridges, workshops, air cooled condensers, fin fan [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf|R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf]]:19:4.19 The air-cooled condenser units are located away from the main site frontages to [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Noise_and_Vibration_Impact_Assessment.pdf|R-2023-0246-RMM-TV_ERF_Noise_and_Vibration_Impact_Assessment.pdf]]:24: Condensers 80 dB LwA per m2 [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Noise_and_Vibration_Impact_Assessment.pdf|R-2023-0246-RMM-TV_ERF_Noise_and_Vibration_Impact_Assessment.pdf]]:25: • The screen around the Air Cooled Condensers comprising a minimum density of 10kg/m2. The [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Noise_and_Vibration_Impact_Assessment.pdf|R-2023-0246-RMM-TV_ERF_Noise_and_Vibration_Impact_Assessment.pdf]]:25: noise from the condensers is modelled as emitting from just below the bottom of the screen to [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf|R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf]]:10: coarse frequently loose sand or sand and gravel or dense grey- [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf|R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf]]:1: Heavy lifting cranes will be more prominent with the crane tower structure appearing more visually ‘dense’ than the open [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf|R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf]]:3:Existing View View from a public open space on an elevated knoll of land, partially enclosed by dense vegetation on the banked margins. A viewing platform within the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf|R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf]]:6: limited. Proposed features will appear similar in character and visually integrate with existing, dense clustering of [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf|R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf]]:7: character and visually integrate with existing, dense clustering of numerous stacks, silos, pylons and buildings seen [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf|R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf]]:8: will be prominent with the crane tower structure appearing more visually ‘dense’ than the open latticed crane arm that [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf|R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf]]:11:Existing View An attractive elevated view to the north and west across a foreground of rolling arable fields defined by dense, tall hedgerows and woodland. The location is [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf]]:14:high level lighting masts and floodlighting. Urban conurbations and transport corridors are also densely [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf]]:16:commercial development, urban conurbations and dense tree belts (often alongside main road corridors). [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf]]:23:extensive and elevated panoramic views that encompass coastal margins, farmland, dense urban [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf]]:23:knoll of land. Outward views are limited by surrounding dense vegetation. The most open aspect, and [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_26. Offshore disposal of dredged material.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_26. Offshore disposal of dredged material.pdf]]:4:Dense subtidal aggregations of tubes created by S. spinulosa may form biogenic reefs that can stabilise [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-OFFICER REPORT.pdf|R-2020-0685-ESM-OFFICER REPORT.pdf]]:73:surrounding dense vegetation. The most open aspect, and focus of the view, [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 4_Metocean survey report.pdf|R-2020-0685-ESM-Appendix 4_Metocean survey report.pdf]]:10:three transects (8,9,11) were each surveyed three times to create a denser dataset from which to [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:61: Loose to medium dense grey brown [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:14:occurrence across the survey area has also increased. Brittlestars can occur in very dense beds on [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf]]:20:at Bran Sands South and areas downstream. The densest populations at North Tees Mudflat are those of [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:12: Medium dense laminated black, dark grey and grey-brown silty fine [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:12: Tidal Flat Sand Medium dense predominantly 1.2 – 5.6 Tidal Flat- Not present in Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:20: Booster and Exhaust houses, Condensers and De-Tarrers, Gas Washers, Scrubbers, a Rack Cooler, Acid [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:24: dense nature, with the denser material generally being encountered at depth. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:75: Ground investigations at Warrenby Landfill encountered very dense slag to a depth of up to 7m [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-201920 Ecology report final.pdf|R-2019-0427-FFM-201920 Ecology report final.pdf]]:13:Area SB H1. A dense area of young trees, which are almost exclusively Silver Birch Betula pendula. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-201920 Ecology report final.pdf|R-2019-0427-FFM-201920 Ecology report final.pdf]]:16:to the dense nature of the trees and shrubs prior to felling and consists of widespread species. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-201920 Ecology report final.pdf|R-2019-0427-FFM-201920 Ecology report final.pdf]]:18:consists of tall, dense grass with the main herb species being Coltsfoot Tussilago farfara. There are [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-201920 Ecology report final.pdf|R-2019-0427-FFM-201920 Ecology report final.pdf]]:21:tank and contains a dense stand of Stonewort. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:10: Tidal Flat Sand Medium dense predominantly 1.2 – 5.6 Tidal Flat- Not present in Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:18: Booster and Exhaust houses, Condensers and De-Tarrers, Gas Washers, Scrubbers, a Rack Cooler, Acid [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:22: dense nature, with the denser material generally being encountered at depth. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:73: Ground investigations at Warrenby Landfill encountered very dense slag to a depth of up to 7m [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-19293141_1.pdf|R-2022-0494-FFM-19293141_1.pdf]]:24: The DTM was created using LiDAR 2m spatial resolution DTM data. Denser LiDAR data is [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:61: MADE GROUND: "Dense" reddish brown very sandy cobbly fine to coarse [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:62: MADE GROUND: "Medium dense" grey to dark brown very sandy cobbly fine to [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:62: MADE GROUND: "Medium dense" bluish dark grey very sandy cobbly fine to [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:62: MADE GROUND: "Medium dense" brownish grey very sandy cobbly fine to [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:63: MADE GROUND: "Dense" dark bluish grey sandy cobbly fine to coarse [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:65: MADE GROUND: "Medium dense" bluish grey very sandy cobbly GRAVEL. [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:65: 0 Stability: Initially stable becoming less dense [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:67: MADE GROUND: "Medium dense" reddish grey sandy cobbly GRAVEL of slag. [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:67: MADE GROUND: "Medium dense" red, black and grey very sandy GRAVEL with [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:68: MADE GROUND: "Medium dense" bluish grey sandy cobbly GRAVEL Gravel is [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:70: MADE GROUND: "Dense" bluish grey and brown sandy cobbly fine to coarse [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:71: MADE GROUND: "Medium dense" bluish grey sandy cobbly fine to coarse (0.10) [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:71: MADE GROUND: "Medium dense" brown sandy cobbly GRAVEL with frequent [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:72: MADE GROUND: "Medium dense" to "dense" light brownish grey very sandy [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:73: MADE GROUND: "Very dense" light brownish grey very sandy cobbly fine to [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:73: MADE GROUND: "Medium dense" dark brown very sandy cobbly fine to coarse [[this>Teesworks/Planning/R-2021-0855-CD/R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf|R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf]]:18:Dense Non-Aqueous Phase Liquid (DNAPL) was measured in SBA_AUK_BH110 in two of the three [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Screening Opinion Report.pdf|R-2022-0205-SC-Screening Opinion Report.pdf]]:2: (vii) densely populated areas; [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:21: areas of dense scrub of approximately 0.9ha and the footprint of the marine works which [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:24: is bordered by coastal grassland with sections of dense scrub. A patch of ephemeral / [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:25: within the Site, such as dense scrub and coastal grassland. [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:26: nesting birds existing within the Site, such as dense scrub and coastal grassland, the key [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:67:bordered by semi-improved grassland and areas of dense scrub. The site is located on a peninsular of made [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:83:  The operational area is bordered by coastal grassland with sections of dense scrub; [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:83: Scrub – Dense scrub is present along the top of the bank of the Bran Sands Lagoon, No [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:83: dense/continuous surrounding the small metal substation and surrounding the raw water tank in [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:87:time of survey with dense common reed cover. The HSI scores for these waterbodies are shown in Table 3.3. [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:88:dense scrub and coastal grassland. [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:88:tall grassland and dense scrub. [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:88:including grassland with dense scrub, wood piles, rubble piles and waste piles may provide suitable habitat [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:90: """"""" "" ! A2.1: Scrub- Dense/Continous [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:91: Reptiles The combination of grassland, dense scrub, hard standing and bare ground and piles of potential refugia [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:94:  The wood and concrete piles and waste material stored within dense scrub around the [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:103: TN2 A patch of dense scrub where a brown hare was seen on Site. Scrub is suitable for refuging reptiles and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:14: The Tidal Flat Deposits (TFD) were predominantly medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:72: condensed volatile residues from [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:5: From 3.2m: Dense to very dense slag. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:6: Becoming medium dense, sulfur odour. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:6: 3.00 - 3.50 LB Becoming dense to very dense. 3 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:8: MADE GROUND: Loose to medium dense brown very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:10: MADE GROUND: Loose to medium dense light brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:10: MADE GROUND: Medium dense reddish brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:11: MADE GROUND: Loose to medium dense, light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:11: MADE GROUND: Medium dense light grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:11: MADE GROUND: Very dense blackish brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:12: MADE GROUND: Loose to medium dense light brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:12: MADE GROUND: Loose to medium dense light reddish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:13: MADE GROUND: Loose to medium dense black slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:13: MADE GROUND: Medium dense orangish brown very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:14: MADE GROUND: Medium dense light grey sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:14: MADE GROUND: Loose to medium dense greyish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:15: MADE GROUND: Loose to medium dense light brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:15: loose to medium dense greyish brown very sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:16: MADE GROUND: Loose to medium dense, light brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:16: MADE GROUND: Loose to medium dense brown and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:17: MADE GROUND: Loose to medium dense orangish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:17: MADE GROUND: Medium dense light grey fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:17: MADE GROUND: Loose to medium dense brown very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:18: MADE GROUND: Medium dense, light greyish brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:18: MADE GROUND: Loose to medium dense, orangish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:18: MADE GROUND: Medium dense becoming loose black [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:20: MADE GROUND: Medium dense grey very sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:21: MADE GROUND: Very dense to dense semi-continuous [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:21: layer, recovered as dense, greyish brown very sandy fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:21: MADE GROUND: Medium dense greyish brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:21: MADE GROUND: Medium dense grey slightly sandy fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:23: MADE GROUND: Medium dense, brown very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:23: MADE GROUND: Medium dense becoming dense with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:25: MADE GROUND: Medium dense brown very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:25: MADE GROUND: Medium dense greyish brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:29: MADE GROUND: Medium dense brownish grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:30: MADE GROUND: Medium dense dark grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:31: MADE GROUND: Loose to medium dense slightly silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:32: 0.20 - 0.30 ES MADE GROUND: Dense to very dense brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:33: MADE GROUND: Medium dense light grey sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:33: MADE GROUND: Medium dense light grey sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:35: MADE GROUND: Loose to medium dense blueish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:36: MADE GROUND: Medium dense greyish brown very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:36: MADE GROUND: Medium dense yellow SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:37: MADE GROUND: Medium dense to dense very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:38: MADE GROUND: Loose to medium dense greyish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:38: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:38: MADE GROUND: Dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:39: MADE GROUND: Medium dense, greyish brown very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:40: MADE GROUND: Medium dense light brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:40: MADE GROUND: Dense brownish grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:41: MADE GROUND: Medium dense greyish brown very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:41: MADE GROUND: Dense to very dense grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:42: MADE GROUND: Medium dense to very dense light [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:42: MADE GROUND: Dense to very dense greyish brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:43: MADE GROUND: Slag rubble over medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:43: MADE GROUND: Dense slightly browning grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:43: Very dense with medium boulder content [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:43: MADE GROUND: Medium dense orangish yellow SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:44: MADE GROUND: Medium dense to very dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:46: MADE GROUND: Medium dense to dense grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:46: MADE GROUND: Dense to very dense grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:47: MADE GROUND: Medium dense dark brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:47: angular to subrounded of slag, dark blue dense slag. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:47: Becoming medium dense to dense, blueish grey/brown very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:47: Becoming dense to very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:47: MADE GROUND: Medium dense to dense black very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:50: MADE GROUND: Loose to medium dense sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:51: MADE GROUND: Medium dense brown very sandy fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:51: MADE GROUND: Very dense grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:53: MADE GROUND: Dense to very dense brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:53: MADE GROUND: Dense brownish grey sandy GRAVEL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:53: MADE GROUND: Dense brownish grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:54: MADE GROUND: Loose to medium dense, dark brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:54: MADE GROUND: Dense greyish brown very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:55: MADE GROUND: Dense to very dense brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:57: 0.02 ES 0.05 MADE GROUND: Loose to medium dense light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:57: MADE GROUND: Medium dense to dense, sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:57: MADE GROUND: Loose to medium dense, dark brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:58: MADE GROUND: Loose to medium dense, greyish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:59: MADE GROUND: Medium dense brownish red and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:60: MADE GROUND: Loose to medium dense, greyish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:62: MADE GROUND: Very dense, light grey continuous [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:62: MADE GROUND: Loose to medium dense dark brown to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:63: MADE GROUND: Medium dense greyish brown very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:64: MADE GROUND: Medium dense dark brown silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:64: MADE GROUND: Dense dark brownish grey, slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:65: MADE GROUND: Loose to medium dense, sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:66: MADE GROUND: Medium dense brown very sandy fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:66: MADE GROUND: Very dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:67: MADE GROUND: Loose to medium dense red and grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:69: MADE GROUND: Loose to medium dense brownish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:70: MADE GROUND: Medium dense brown very sandy fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:70: MADE GROUND: Dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:71: MADE GROUND: Medium dense to dense, grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:72: MADE GROUND: Dense to very dense light grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:73: MADE GROUND: Loose to medium dense, red very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:73: MADE GROUND: Loose to medium dense white slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:73: MADE GROUND: Loose to medium dense red slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:73: MADE GROUND: Loose to medium dense white slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:73: MADE GROUND: Loose to medium dense red slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:73: MADE GROUND: Loose to medium dense, dark brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:329: Pre-WWII mapping (1938) associated with the Study Site shows that it was located within a densely developed and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:333: 7.00m to 11.30m Sand Medium dense grey brown clayey SAND. Sand is fine to medium [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:333: 0.10m to 8.70m Sand Loose to medium dense grey silty SAND with interbeds of dark grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:337: The CS mapping prior to WWII (1938) shows that the Study Site was located within a densely developed and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:20:and very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:28:In some instances, condensed volatile residues from the coke ovens were blended with inferior coal [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:38: nitrogen and contains condensed PAHs. coke oven gas main. All works to be a safe [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf|R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf]]:25: The DTM was created using LiDAR 2m spatial resolution DTM data. Denser LiDAR data is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:321: Pre-WWII mapping (1938) associated with the Study Site shows that it was located within a densely developed and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:325: 7.00m to 11.30m Sand Medium dense grey brown clayey SAND. Sand is fine to medium [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:325: 0.10m to 8.70m Sand Loose to medium dense grey silty SAND with interbeds of dark grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:329: The CS mapping prior to WWII (1938) shows that the Study Site was located within a densely developed and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:46:Neither (light) LNAPL or (dense) DNAPL has been identified at a measurable thickness in any of the [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:131: MADE GROUND: Dense grey slightly sandy slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:140: 0.10 - 0.50 D MADE GROUND: Very dense grey sandy GRAVEL and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:140: MADE GROUND: Medium dense dark grey-black [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:145: MADE GROUND: Medium dense dark grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:145: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:151: MADE GROUND: Medium dense light grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:151: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:151: MADE GROUND: Loose to medium dense grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:152: 0.20 - 0.70 LB MADE GROUND: Loose to medium dense grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:152: MADE GROUND: Loose to medium dense slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:152: MADE GROUND: Medium dense grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:152: MADE GROUND: Loose to medium dense slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:154: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:154: Below 2.5m: Medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:155: 0.05 MADE GROUND: Dense dark grey fine grained sinter [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:155: MADE GROUND: Loose becoming medium dense very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:157: 0.05 MADE GROUND: Medium dense dark grey fine and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:157: MADE GROUND: Loose to medium dense light brownish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:158: MADE GROUND: Medium dense dark grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:158: Below 1.7m: Medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:158: MADE GROUND: Dense dark orange brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:158: Below 2.2m: Very dense/dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:158: MADE GROUND: Medium dense grey black white sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:159: MADE GROUND: Loose to medium dense dark grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:159: MADE GROUND: Loose to medium dense light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:160: 0.02 MADE GROUND: Medium dense dark grey/black sinter [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:160: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:161: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:161: MADE GROUND: Loose locally dense grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:162: MADE GROUND: Loose to medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:163: MADE GROUND: Medium dense dark brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:163: MADE GROUND: Loose locally medium dense grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:164: MADE GROUND: Loose to medium dense light [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:165: MADE GROUND: Medium dense dark grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:165: MADE GROUND: Medium dense light grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:165: MADE GROUND: Medium dense brownish grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:166: MADE GROUND: Loose to medium dense dark grey/ [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:167: MADE GROUND: Medium dense light brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:167: MADE GROUND: Medium dense grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:168: MADE GROUND: Dense dark grey / black coarse sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:168: At Om: Dense material. Pit located on an area used by heavy plant. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:168: MADE GROUND: Loose to medium dense light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:168: MADE GROUND: Medium dense dark grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:169: MADE GROUND: Medium dense greyish brown gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:169: MADE GROUND: Medium dense grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:170: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:170: MADE GROUND: Medium dense light grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:170: Below 1.0m: compacted slag, very dense, slow dig [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:170: MADE GROUND: Loose to medium dense yellowish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:171: Below 0.5m: Becoming medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:171: MADE GROUND: Loose to medium, dense grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:173: MADE GROUND: Grass over TOPSOIL: medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:173: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:173: Very dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:174: MADE GROUND: Grass over TOPSOIL: Medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:174: MADE GROUND: Medium dense grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:174: Very dense, compacted [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:183: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:185: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:185: MADE GROUND: Medium dense grey gravelly clayey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:186: MADE GROUND: Grass over TOPSOIL: Medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:188: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:188: Very dense 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:190: MADE GROUND: Medium dense, locally dense, dark [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:190: Dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:192: MADE GROUND: Dense brownish grey slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:193: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:194: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:194: Very dense. 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:195: MADE GROUND: Dense very gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:196: MADE GROUND: Dense brownish grey, very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:196: Very dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:199: MADE GROUND: Medium dense light brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:203: MADE GROUND: Medium dense grey sandy GRAVEL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:203: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:206: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:206: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:207: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:208: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:208: From 0.3m: Very dense. Excavation slowed. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:209: From 0.4m: Very dense layer approximately 0.3m thick compacted [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:210: MADE GROUND: Medium dense becoming loose grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:210: From 0.5m: Very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:211: MADE GROUND: Very dense grey gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:211: 1.50 ES From 0.8m: Very dense material, very slow excavation. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:213: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:214: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:215: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:216: MADE GROUND: Dense dark grey gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:216: MADE GROUND: Medium dense yellowish brown and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:218: MADE GROUND: Grass over; medium dense brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:218: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:219: MADE GROUND: Medium dense, locally loose grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:221: MADE GROUND: Medium dense dark grey SAND & [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:223: MADE GROUND: Grass over medium dense dark grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:223: Very dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:224: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:224: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:225: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:225: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:228: MADE GROUND: Grass over loose to medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:231: MADE GROUND: Medium dense grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:233: MADE GROUND: Very dense grey and brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:235: MADE GROUND: Medium dense dark grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:235: Dense compacted slag [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:237: MADE GROUND: Grass over medium dense dark grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:239: MADE GROUND: Medium dense, brown very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:239: MADE GROUND: Medium dense becoming dense with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:241: MADE GROUND: Medium dense brown very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:241: MADE GROUND: Medium dense greyish brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:245: MADE GROUND: Medium dense brownish grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:246: MADE GROUND: Medium dense dark grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:247: MADE GROUND: Loose to medium dense slightly silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:248: 0.20 - 0.30 ES MADE GROUND: Dense to very dense brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:249: MADE GROUND: Medium dense light grey sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:249: MADE GROUND: Medium dense light grey sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:251: MADE GROUND: Loose to medium dense blueish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:252: MADE GROUND: Medium dense greyish brown very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:252: MADE GROUND: Medium dense yellow SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:253: MADE GROUND: Medium dense to dense very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:254: MADE GROUND: Loose to medium dense greyish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:254: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:254: MADE GROUND: Dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:255: MADE GROUND: Medium dense, greyish brown very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:256: MADE GROUND: Medium dense light brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:256: MADE GROUND: Dense brownish grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:257: MADE GROUND: Medium dense greyish brown very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:257: MADE GROUND: Dense to very dense grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:258: MADE GROUND: Medium dense to very dense light [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:258: MADE GROUND: Dense to very dense greyish brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:259: MADE GROUND: Slag rubble over medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:259: MADE GROUND: Dense slightly browning grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:259: Very dense with medium boulder content [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:259: MADE GROUND: Medium dense orangish yellow SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:260: MADE GROUND: Medium dense to very dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:262: MADE GROUND: Medium dense to dense grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:262: MADE GROUND: Dense to very dense grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:263: MADE GROUND: Medium dense dark brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:263: angular to subrounded of slag, dark blue dense slag. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:263: Becoming medium dense to dense, blueish grey/brown very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:263: Becoming dense to very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:263: MADE GROUND: Medium dense to dense black very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:266: MADE GROUND: Loose to medium dense sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:267: MADE GROUND: Medium dense brown very sandy fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:267: MADE GROUND: Very dense grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:269: MADE GROUND: Dense to very dense brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:269: MADE GROUND: Dense brownish grey sandy GRAVEL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:269: MADE GROUND: Dense brownish grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:270: MADE GROUND: Loose to medium dense, dark brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:270: MADE GROUND: Dense greyish brown very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:271: MADE GROUND: Dense to very dense brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:273: 0.02 ES 0.05 MADE GROUND: Loose to medium dense light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:273: MADE GROUND: Medium dense to dense, sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:273: MADE GROUND: Loose to medium dense, dark brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:274: MADE GROUND: Loose to medium dense, greyish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:275: MADE GROUND: Medium dense brownish red and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:276: MADE GROUND: Loose to medium dense, greyish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:278: MADE GROUND: Very dense, light grey continuous [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:278: MADE GROUND: Loose to medium dense dark brown to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:279: MADE GROUND: Medium dense greyish brown very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:280: MADE GROUND: Medium dense dark brown silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:280: MADE GROUND: Dense dark brownish grey, slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:281: MADE GROUND: Loose to medium dense, sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:282: MADE GROUND: Medium dense brown very sandy fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:282: MADE GROUND: Very dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:283: MADE GROUND: Loose to medium dense red and grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:285: MADE GROUND: Loose to medium dense brownish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:286: MADE GROUND: Medium dense brown very sandy fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:286: MADE GROUND: Dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:287: MADE GROUND: Medium dense to dense, grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:288: MADE GROUND: Dense to very dense light grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:289: MADE GROUND: Loose to medium dense, red very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:289: MADE GROUND: Loose to medium dense white slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:289: MADE GROUND: Loose to medium dense red slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:289: MADE GROUND: Loose to medium dense white slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:289: MADE GROUND: Loose to medium dense red slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:289: MADE GROUND: Loose to medium dense, dark brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:309: Loose becoming medium dense brown slightly clayey slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:310: Loose becoming medium dense brown slightly clayey slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:310: Medium dense brown slightly clayey SAND with fragments of shell. Sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:311: 2.00-2.45 CB4 N25 at c.2.00m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:311: 4.00-4.45 C N36 at c.4.00m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:311: Medium dense grey brown clayey SAND. Sand is fine to medium. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:312: Medium dense grey brown clayey SAND. Sand is fine to medium. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:314: MADE GROUND (Very dense brown red gravel and cobbles. Gravel is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:314: 6.10-6.50 SB12 N18 Medium dense brown clayey slightly sandy slightly gravelly SILT. Sand is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:315: 8.00-8.50 SB17 N18 Medium dense brown grey very silty slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:316: 16.00-16.50 B33 Medium dense brown grey very silty slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:326: 1.50 PID 1.4ppm from c.1.50m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:326: 3.50 PID 1.3ppm 5.246 3.70 at c.3.30m BGL ... dense clayey very sandy gravel with medium cobble [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:326: 4.40 J9 Medium dense becoming dense brown slightly gravelly SAND with shell [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:327: 8.00-8.50 B17 Medium dense becoming dense brown slightly gravelly SAND with shell [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:327: 8.70 J18 Medium dense grey clayey gravelly SAND with clay pockets. Sand is fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:327: 12.00 J24 Medium dense grey brown silty gravelly SAND with occasional interbeds [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:328: Medium dense grey brown silty SAND. Sand is fine to coarse. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:329: Medium dense grey brown silty SAND. Sand is fine to coarse. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:332: 2.00 PID 9.8ppm from c.2.00m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:332: 3.00 PID 1.3ppm at c.3.00m BGL ... very dense/possible cobble obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:332: 4.00 CB8 1/1.26 at c.4.00m BGL ... very dense/possible cobble obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:332: 4.90 B10 3.1ppm from c.5.00m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:334: 1.60 PID 0.2ppm MADE GROUND (Medium dense brown black sandy gravel with low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:334: 4.00 PID 7.1ppm MADE GROUND (Loose becoming medium dense brown black [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:335: MADE GROUND (Loose becoming medium dense brown black [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:335: Medium dense brown grey red clayey/silty slightly gravelly SAND. Sand is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:336: 2.00 PID 1.0ppm from c.2.00m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:336: 6.00-6.45 SJ18 N22 Medium dense grey brown slightly gravelly SAND. Gravel is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:336: Medium dense grey brown clayey slightly gravelly SAND. Sand is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:337: 8.00 B23 Medium dense grey brown clayey slightly gravelly SAND. Sand is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:339: 1.30 CJ3 1/2.10 from c.1.30m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:339: Dense becoming medium dense brown slightly clayey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:340: 8.00 SJ17 N25 Dense becoming medium dense brown slightly clayey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:340: from c.8.00m BGL ... medium dense. Clayey gravelly sand. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:353: 1.20 CJ4 1/3.20 from c.1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:354: 1.20-1.65 CJ4 1/4.50 from c.1.20m BGL ... very dense/ obstructions. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:354: 3.00-3.45 SJ8 N29 at c.3.00m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:354: 4.00 S 1/1.00 at c.4.00m BGL ... very dense/ obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:354: 5.00-5.45 CJ12 N36 at c.5.00m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:354: 5.50 J13 1.0ppm Medium dense becoming dense brown slightly clayey gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:355: 8.00-8.50 B19 Medium dense becoming dense brown slightly clayey gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:364: 1.20 CJ3 1/3.20 from 1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:364: 3.30 J7 Dense brown slightly clayey SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:365: Dense brown slightly clayey SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:366: 1.20-1.65 CJ3 N38 from 1.20m BGL ... dense to very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:366: 4.40 J10 0.2ppm Medium dense brown slightly clayey SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:366: Medium dense brown very clayey/silty SAND with occasional grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:367: Medium dense brown very clayey/silty SAND with occasional grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:367: 15.00-15.45 SJ32 N35 at c.15.00m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:374:1.80 B4 Slag content is 75-100%. Slag is vesicular. Densely compacted/fused [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:437:1.50 PID <0.1ppm at c.1.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:437:2.70-4.20 SL3(SS) MADE GROUND (Very dense grey dark grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:437:4.00 J15(SL3) Dense yellow brown SAND with occasional fragments of bivalve [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:437: at c.6.00m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:438:10.20-11.70 SL8(SS) Medium dense yellow brown slightly silty slightly gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:458:3.50 PID <0.1ppm at c.2.70m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:458:4.20-5.70 SL4(SS) Medium dense to dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:458:7.20-8.70 SL6(SS) at c.7.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:459:7.95-8.70 B24(SL6) Medium dense to dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:459:8.70-10.20 SL7(SS) Medium dense yellow brown occasionally multicolored gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:459:10.20-11.70 SL8(SS) Medium dense yellow brown slightly gravelly SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:479:1.00 J8(SL1) MADE GROUND (Very dense blue light grey clayey sand and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:479: at c.2.70m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:479:3.00 PID <0.1ppm Dense yellow brown SAND with occasional fragments of shell. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:480:7.95-8.70 B32(SL6) Dense yellow brown SAND with occasional fragments of shell. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:495:2.00 PID 0.3ppm at c.1.20m BGL ... medium dense and dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:495:2.50 ES5 at c.2.70m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:495:2.50 PID <0.1ppm Dense to very dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:495:7.20-8.70 SL6(SS) from c.7.20m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:496:8.00 J33(SL6) Dense to very dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:511:0.50 ES2 Loose becoming medium dense to dense yellow brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:511:2.70-4.20 SL3(SS) at c.2.70m BGL ... medium dense gravelly sand. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:511:4.20-5.70 SL4(SS) at c.4.20m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:511:5.70-7.20 SL5(SS) at c.5.70m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:511:7.20-8.70 SL6(SS) at c.7.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:512:7.95 J25(SL6) Loose becoming medium dense to dense yellow brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:512: at c.8.70m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:512:10.20 S N25 at c.10.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:527:2.70-4.20 SL3(SS) at c.2.70m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:527: Medium dense grey silty SAND. Sand is fine to medium. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:527:7.20-8.70 SL6(SS) Dense to very dense yellow brown slightly silty slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:528:7.95-8.70 B18(SL6) Dense to very dense yellow brown slightly silty slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:528:11.70-13.20 SL9(SS) Dense to very dense dark grey brown slightly silty very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:544:2.30 J12(SL2) at c.1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:544:3.00 J13(SL3) at c.2.70m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:544:4.20-5.70 SL4(SS) 3.58 4.40 at c.4.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:544:5.40-5.70 B36(SL4) Medium dense dark brown grey slightly silty SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:545:7.95 J20(SL6) Medium dense dark brown grey slightly silty SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:545:11.70-13.20 SL9(SS) Very dense dark brown grey slightly silty slightly gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:545:13.20-14.70 SL10(SS) Very dense grey slightly silty gravelly SAND with medium cobble [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:564: at c.1.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:564:4.20-5.70 SL4(SS) MADE GROUND (Medium dense grey brown sand and gravel. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:564:5.50 PID <0.1ppm Dense yellow brown slightly gravelly SAND with occasional shell [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:565:10.20-11.70 SL9(SS) Medium dense becoming dense yellow brown slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:584:0.50-1.20 B10(SL1) at c.1.20m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:584:2.00 ES4 at c.2.70m BGL ... medium dense with high cobble content. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:584: at c.4.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:584:5.70-7.20 SL4(SS) 2.85 5.90 MADE GROUND (Very dense brown grey slightly sandy gravel [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:584:7.20-8.70 SL5(SS) MADE GROUND (Medium dense dark grey brown slightly clayey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:585:12.20 PID <0.1ppm from c.12.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:599:4.00 PID <0.1ppm at c.4.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:599:4.20 S N12 Medium dense to dense yellow brown slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:599:7.20-8.70 SL6(SS) at c.7.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:600:7.95-8.45 B26(SL6) Medium dense to dense yellow brown slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:600:8.70-10.20 SL7(SS) at c.8.70m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:600:10.20-11.70 SL8(SS) at c.10.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:600:11.70-13.20 SL9(SS) at c.11.70m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:619: at c.1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:619:2.70-4.20 SL3(SS) at c.2.70m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:619:4.20-5.70 SL4(SS) at c.4.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:619:5.70-7.20 SL5(SS) Very dense dark brown grey slightly silty slightly gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:619:7.20-8.70 SL6(SS) from c.7.20m ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:620:8.70-10.20 SL7(SS) at c.8.70m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:620:10.20-11.30 B27(SL8) Very dense brown grey silty slightly gravelly SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:637:1.00 ES3(SL1) at c.1.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:637:4.20-5.70 SL4(SS) at c.4.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:637:5.00 PID <0.1ppm Loose to medium dense light grey brown clayey SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:638:7.90 J30(SL6) Loose to medium dense light grey brown clayey SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:638:8.70-10.20 SL7(SS) Medium dense dark grey brown gravelly SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:638:10.20-11.70 SL8(SS) Medium dense dark grey brown silty slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:656:1.20-2.70 SL2(SS) MADE GROUND (Medium dense dark grey gravel and cobbles. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:656:2.60 J9(SL2) Medium dense light brown slightly silty gravelly SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:656:6.80 J20(SL5) Loose becoming medium dense dark grey brown silty slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:657:7.90-8.70 B25(SL6) Medium dense light grey brown silty gravelly SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:657:13.20-14.70 SL10(SS) Dense light grey brown silty gravelly SAND. Sand is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:675:1.00 J9(SL1) MADE GROUND (Medium dense grey brown slightly clayey sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:675:7.20-8.70 SL6(SS) Medium dense to dense yellow brown very silty SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:676:7.95-8.70 B29(SL6) Medium dense to dense yellow brown very silty SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:687:1.20-2.70 SL2(SS) MADE GROUND (Medium dense black silty very sandy gravel [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:687:4.50-4.80 ES18(SL4) Medium dense black brown silty SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:688:7.95-8.70 B29(SL6) Medium dense black brown silty SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:688:8.70-10.20 SL7(SS) Medium dense yellow brown silty SAND with pockets of soft [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:688: Medium dense yellow brown silty SAND with occasional pockets [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:700:2.00 J11(SL2) MADE GROUND (Dense black clayey very sandy gravel with low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:700:4.00 J16(SL3) MADE GROUND (Dense blue light grey very sandy gravel with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:700:5.20-5.40 ES21(SL4) Medium dense yellow brown slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:701:7.95-8.70 B30(SL6) Medium dense yellow brown slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:701:10.20-11.70 SL8(SS) at c.10.20m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:710:5.70 PID <0.1ppm Loose to medium dense brown dark brown clayey SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:710:6.50 J31(SL5) at c.5.70m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:711:7.95-8.70 B36(SL6) Loose to medium dense brown dark brown clayey SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:720:0.75-1.20 SL1(SS) at c.1.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:720:2.20-2.70 B12(SL2) (2.20) at c.2.70m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:720: at c.4.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:720:6.50 J27(SL5) at c.5.70m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:720:7.20-8.70 SL6(SS) Medium dense yellow grey brown silty SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:721:7.95-8.70 B31(SL6) Medium dense yellow grey brown silty SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:721: Loose to medium dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:793:LNAPL / DNAPL Light Non-Aqeuous Phase Liquid / Dense Non-Aqueous Phase Liquid [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:31: 3.00 CB2 1/0.14 from c. 3.00m BGL ... very dense/possible cobble obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:31: 6.00 PID 2.4ppm Medium dense brown slightly gravelly SAND with shell fragments. Sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:32: 8.00 SJ14 N21 Medium dense brown slightly gravelly SAND with shell fragments. Sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:43: 2.50 C2 N24 at c.2.50m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:43: 3.50 C5 N39 at c.3.50m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:43: 5.50 SJ9 N18 at c.5.50m BGL ... medium dense slightly clayey slightly gravelly sand. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:43: 6.20 ES11 Medium dense becoming dense brown slightly clayey SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:44: Medium dense becoming dense brown slightly clayey SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:44: Dense brown very gravelly SAND with fragments of shell. Gravel is fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:45: Medium dense grey brown SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:46: Medium dense grey brown SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:46: Medium dense brown gravelly SAND. Sand is fine to coarse. Gravel is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:47: Loose becoming medium dense brown slightly clayey slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:48: Loose becoming medium dense brown slightly clayey slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:48: Medium dense brown slightly clayey SAND with fragments of shell. Sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:49: 2.00-2.45 CB4 N25 at c.2.00m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:49: 4.00-4.45 C N36 at c.4.00m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:49: Medium dense grey brown clayey SAND. Sand is fine to medium. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:50: Medium dense grey brown clayey SAND. Sand is fine to medium. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:52: MADE GROUND (Very dense brown red gravel and cobbles. Gravel is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:52: 6.10-6.50 SB12 N18 Medium dense brown clayey slightly sandy slightly gravelly SILT. Sand is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:53: 8.00-8.50 SB17 N18 Medium dense brown grey very silty slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:54: 16.00-16.50 B33 Medium dense brown grey very silty slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:64: 1.50 PID 1.4ppm from c.1.50m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:64: 3.50 PID 1.3ppm 5.246 3.70 at c.3.30m BGL ... dense clayey very sandy gravel with medium cobble [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:64: 4.40 J9 Medium dense becoming dense brown slightly gravelly SAND with shell [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:65: 8.00-8.50 B17 Medium dense becoming dense brown slightly gravelly SAND with shell [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:65: 8.70 J18 Medium dense grey clayey gravelly SAND with clay pockets. Sand is fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:65: 12.00 J24 Medium dense grey brown silty gravelly SAND with occasional interbeds [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:66: 2.50 PID 2.1ppm at c.2.50m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:66: Medium dense to dense brown clayey slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:66: 5.50 PID 0.5ppm at c.5.50m BGL ... dense slightly clayey sand. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:67: Medium dense to dense brown clayey slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:67: 15.00-15.45 CB25 N31 Dense grey clayey gravelly SAND. Sand is fine to coarse. Gravel is fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:69: 2.00 PID 0.5ppm at c.2.00m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:69: 3.00 PID 0.5ppm Medium dense becoming dense brown slightly clayey slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:69: 4.00 PID 0.3ppm at c.4.00m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:69: 5.00-5.45 C11 1/0.32 at c.5.00m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:70: 8.00-8.45 B19 Medium dense becoming dense brown slightly clayey slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:70: from c.8.00m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:71: 16.00-16.45 B31 Medium dense becoming dense brown slightly clayey slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:71: 17.50-17.95 SJ32 N52 at c.17.50m BGL ... very dense slightly clayey gravelly sand. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:81: 1.20 CJ3 1/2.70 from c.1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:81: 5.00-5.45 SJ11 N47 Dense brown slightly gravelly SAND. Sand is fine to medium. Gravel is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:81: 5.50 J12 Dense brown grey clayey slightly gravelly SAND. Sand is fine to coarse. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:82: Dense brown grey clayey slightly gravelly SAND. Sand is fine to coarse. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:84: Medium dense grey brown slightly clayey SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:85: (3.20) Medium dense grey brown slightly clayey SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:87: Medium dense grey brown silty SAND. Sand is fine to coarse. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:88: Medium dense grey brown silty SAND. Sand is fine to coarse. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:91: 2.00 PID 9.8ppm from c.2.00m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:91: 3.00 PID 1.3ppm at c.3.00m BGL ... very dense/possible cobble obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:91: 4.00 CB8 1/1.26 at c.4.00m BGL ... very dense/possible cobble obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:91: 4.90 B10 3.1ppm from c.5.00m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:93: 1.60 PID 0.2ppm MADE GROUND (Medium dense brown black sandy gravel with low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:93: 4.00 PID 7.1ppm MADE GROUND (Loose becoming medium dense brown black [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:94: MADE GROUND (Loose becoming medium dense brown black [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:94: Medium dense brown grey red clayey/silty slightly gravelly SAND. Sand is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:95: 1.20 CJ3 1/2.30 from c.1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:95: 4.70 PID 1.2ppm Medium dense brown grey clayey very gravelly SAND. Sand is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:96: 8.00-8.50 B18 Medium dense brown grey silty slightly gravelly SAND. Sand is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:96: from c.8.00m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:97: 1.20 CJ3 N42 from c.1.20m BGL ... dense to very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:97: 7.00 PID 3.8ppm Dense brown clayey gravelly SAND with fragments of shell. Sand is fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:98: 8.00 SJ12 N38 Dense brown clayey gravelly SAND with fragments of shell. Sand is fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:112: 2.00-2.45 CB4 3.6ppm at c.2.00m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:112: 6.00-6.45 SJ20 N11 Medium dense grey brown clayey slightly gravelly SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:113: 8.00-8.45 B29 Medium dense grey brown clayey slightly gravelly SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:113: 11.00 J40 Medium dense brown gravelly SAND with occasional clay pockets and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:115: 2.00 PID 1.0ppm from c.2.00m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:115: 6.00-6.45 SJ18 N22 Medium dense grey brown slightly gravelly SAND. Gravel is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:115: Medium dense grey brown clayey slightly gravelly SAND. Sand is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:116: 8.00 B23 Medium dense grey brown clayey slightly gravelly SAND. Sand is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:118: 1.30 CJ3 1/2.10 from c.1.30m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:118: Dense becoming medium dense brown slightly clayey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:119: 8.00 SJ17 N25 Dense becoming medium dense brown slightly clayey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:119: from c.8.00m BGL ... medium dense. Clayey gravelly sand. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:132: 1.20 CJ4 1/3.20 from c.1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:133: Medium dense brown clayey SAND. Sand is fine to medium. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:134: (5.40) Medium dense brown clayey SAND. Sand is fine to medium. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:135: 2.50 C3 1/0.56 from c.2.50m BGL ... very dense/ possible obstructions. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:135: 4.50-4.95 CB7 N29 at c.4.50m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:135: 5.50-5.95 CB9 N12 at c.5.50m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:135: Medium dense brown grey slightly clayey SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:136: Medium dense brown grey slightly clayey SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:136: 9.50 SJ19 N35 from c.9.50m BGL ... dense sand. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:150: 2.50-2.95 CB3 N26 from 2.50m ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:150: 4.50 C4 1/2.10 at c.4.50m ... very dense/ possible obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:150: 5.50 SJ4 N29 Medium dense becoming dense brown SAND. Sand is fine to coarse. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:151: Medium dense becoming dense brown SAND. Sand is fine to coarse. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:152: 1.20-1.65 CJ4 1/4.50 from c.1.20m BGL ... very dense/ obstructions. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:152: 3.00-3.45 SJ8 N29 at c.3.00m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:152: 4.00 S 1/1.00 at c.4.00m BGL ... very dense/ obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:152: 5.00-5.45 CJ12 N36 at c.5.00m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:152: 5.50 J13 1.0ppm Medium dense becoming dense brown slightly clayey gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:153: 8.00-8.50 B19 Medium dense becoming dense brown slightly clayey gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:162: 1.20 CJ3 1/3.20 from 1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:162: 3.30 J7 Dense brown slightly clayey SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:163: Dense brown slightly clayey SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:164: 1.20-1.65 CJ3 N38 from 1.20m BGL ... dense to very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:164: 4.40 J10 0.2ppm Medium dense brown slightly clayey SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:164: Medium dense brown very clayey/silty SAND with occasional grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:165: Medium dense brown very clayey/silty SAND with occasional grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:165: 15.00-15.45 SJ32 N35 at c.15.00m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF|R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF]]:8:18.3.12 The majority of the proposed Site comprises areas of hardstanding, dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF|R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF]]:21:Bowl Barrow 1 on the edge of a densely wooded plantation; at monument is defined by its [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF|R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF]]:26: Eston Hills. The approach to the village is from the north up a densely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:10:use of hand digging for inspection pits, however due to the dense/unsuitable surface conditions this method [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:34:1.50 PID <0.1ppm at c.1.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:34:2.70-4.20 SL3(SS) MADE GROUND (Very dense grey dark grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:34:4.00 J15(SL3) Dense yellow brown SAND with occasional fragments of bivalve [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:34: at c.6.00m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:35:10.20-11.70 SL8(SS) Medium dense yellow brown slightly silty slightly gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:55:3.50 PID <0.1ppm at c.2.70m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:55:4.20-5.70 SL4(SS) Medium dense to dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:55:7.20-8.70 SL6(SS) at c.7.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:56:7.95-8.70 B24(SL6) Medium dense to dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:56:8.70-10.20 SL7(SS) Medium dense yellow brown occasionally multicolored gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:56:10.20-11.70 SL8(SS) Medium dense yellow brown slightly gravelly SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:76:1.00 J8(SL1) MADE GROUND (Very dense blue light grey clayey sand and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:76: at c.2.70m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:76:3.00 PID <0.1ppm Dense yellow brown SAND with occasional fragments of shell. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:77:7.95-8.70 B32(SL6) Dense yellow brown SAND with occasional fragments of shell. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:92:2.50 PID <0.1ppm Very dense to very dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:92:7.20-8.70 SL6(SS) from c.7.20m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:93:8.00 J33(SL6) Very dense to very dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:108:0.50 ES2 Loose becoming medium dense to dense yellow brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:108:2.70-4.20 SL3(SS) at c.2.70m BGL ... medium dense gravelly sand. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:108:4.20-5.70 SL4(SS) at c.4.20m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:108:5.70-7.20 SL5(SS) at c.5.70m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:108:7.20-8.70 SL6(SS) at c.7.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:109:7.95 J25(SL6) Loose becoming medium dense to dense yellow brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:109: at c.8.70m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:109:10.20 S N25 at c.10.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:124: Medium dense grey silty SAND. Sand is fine to medium. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:124:7.20-8.70 SL6(SS) Dense to very dense yellow brown slightly silty slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:125:7.95-8.70 B18(SL6) Dense to very dense yellow brown slightly silty slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:125:11.70-13.20 SL9(SS) Dense to very dense dark grey brown slightly silty very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:141:2.30 J12(SL2) at c.1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:141:3.00 J13(SL3) at c.2.70m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:141:4.20-5.70 SL4(SS) 3.58 4.40 at c.4.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:141:5.40-5.70 B36(SL4) Medium dense dark brown grey slightly silty SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:142:7.95 J20(SL6) Medium dense dark brown grey slightly silty SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:142:11.70-13.20 SL9(SS) Very dense dark brown grey slightly silty slightly gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:142:13.20-14.70 SL10(SS) Very dense grey slightly silty gravelly SAND with medium cobble [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:161:4.20-5.70 SL4(SS) MADE GROUND (Medium dense grey brown sand and gravel. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:161:5.50 PID <0.1ppm Dense yellow brown slightly gravelly SAND with occasional shell [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:181:0.50-1.20 B10(SL1) at c.1.20m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:181:2.00 ES4 at c.2.70m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:181:5.70-7.20 SL4(SS) 2.85 5.90 MADE GROUND (Very dense brown grey slightly sandy gravel [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:181:7.20-8.70 SL5(SS) MADE GROUND (Medium dense dark grey brown slightly clayey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:182:12.20 PID <0.1ppm from c.12.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:196:4.00 PID <0.1ppm at c.4.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:196:4.20 S N12 Medium dense to dense yellow brown slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:196:7.20-8.70 SL6(SS) at c.7.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:197:7.95-8.45 B26(SL6) Medium dense to dense yellow brown slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:197:8.70-10.20 SL7(SS) at c.8.70m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:197:10.20-11.70 SL8(SS) at c.10.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:197:11.70-13.20 SL9(SS) at c.11.70m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:216:4.20-5.70 SL4(SS) at c.4.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:216:5.70-7.20 SL5(SS) Very dense dark brown grey slightly silty slightly gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:216:7.20-8.70 SL6(SS) from c.7.20m ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:217:10.20-11.30 B27(SL8) Very dense brown grey silty slightly gravelly SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:234:1.00 ES3(SL1) at c.1.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:234:4.20-5.70 SL4(SS) at c.4.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:234:5.00 PID <0.1ppm Loose to medium dense light grey brown clayey SAND with rate [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:235:7.90 J30(SL6) Loose to medium dense light grey brown clayey SAND with rate [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:235:8.70-10.20 SL7(SS) Medium dense dark grey brown silty slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:235:10.20-11.70 SL8(SS) Medium dense dark grey brown silty slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:253:1.20-2.70 SL2(SS) MADE GROUND (Medium dense dark grey gravel and cobbles. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:253:2.60 J9(SL2) Medium dense light brown slightly silty gravelly SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:253:6.80 J20(SL5) Loose becoming medium dense dark grey brown silty slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:254:7.90 J24(SL6) Medium dense light grey brown silty gravelly SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:254:13.20-14.70 SL10(SS) Dense light grey brown silty gravelly SAND. Sand is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:272:1.00 J9(SL1) MADE GROUND (Medium dense grey brown slightly clayey sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:272:7.20-8.70 SL6(SS) Medium dense to dense yellow brown very silty SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:273:7.95-8.70 B29(SL6) Medium dense to dense yellow brown very silty SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:284:1.20-2.70 SL2(SS) MADE GROUND (Medium dense black silty very sandy gravel [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:284:4.50-4.80 ES18(SL4) Medium dense black brown silty SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:285:7.95-8.70 B29(SL6) Medium dense black brown silty SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:285:8.70-10.20 SL7(SS) Medium dense yellow brown silty SAND with pockets of soft [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:285: Medium dense yellow brown silty SAND with occasional pockets [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:297:5.20-5.40 ES21(SL4) Medium dense yellow brown slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:298:7.95-8.70 B30(SL6) Medium dense yellow brown slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:298:10.20-11.70 SL8(SS) at c.10.20m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:307:5.70 PID <0.1ppm Loose to medium dense brown dark brown clayey SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:307:6.50 J31(SL5) at c.5.70m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:308:7.95-8.70 B36(SL6) Loose to medium dense brown dark brown clayey SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:317:2.20-2.70 B12(SL2) (2.20) at c.2.70m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:317: at c.4.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:317:7.20-8.70 SL6(SS) Medium dense yellow grey brown silty SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:318:7.95-8.70 B31(SL6) Medium dense yellow grey brown silty SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:318: Loose to medium dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1331: 3 Clays – clay to silty clay 8 Very stiff/dense sand to clayey sand* [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1331:Note zones 8 and 9 appear as ‘Very stiff/dense sand to clayey sand – HOC or cemented’ and ‘Very stiff [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1347: (7) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1348: (7) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1349: (7) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1350: (7) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1351: (7) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1352: (7) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1353: (7) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1354: (7) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1355: (7) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1356: (7) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1357: (7) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1358: (7) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1360: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1361: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1362: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1363: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1364: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1365: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1366: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1367: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1368: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1369: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1370: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1371: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1373: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1374: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1375: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1376: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1377: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1378: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1379: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1380: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1381: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1382: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1383: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1384: (6) Dense sand to gravelly sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1448:introduce an error of about 0.03% in the strain scale for a typical dense sand. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF|R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF]]:44: The Tidal Flat Deposits were predominantly medium dense comprising [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:48:Neither (light) LNAPL or (dense) DNAPL has been identified at a measurable thickness in any of the [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:139: MADE GROUND: Dense grey slightly sandy slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:148: 0.10 - 0.50 D MADE GROUND: Very dense grey sandy GRAVEL and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:148: MADE GROUND: Medium dense dark grey-black [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:153: MADE GROUND: Medium dense dark grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:153: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:159: MADE GROUND: Medium dense light grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:159: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:159: MADE GROUND: Loose to medium dense grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:160: 0.20 - 0.70 LB MADE GROUND: Loose to medium dense grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:160: MADE GROUND: Loose to medium dense slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:160: MADE GROUND: Medium dense grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:160: MADE GROUND: Loose to medium dense slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:162: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:162: Below 2.5m: Medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:163: 0.05 MADE GROUND: Dense dark grey fine grained sinter [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:163: MADE GROUND: Loose becoming medium dense very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:165: 0.05 MADE GROUND: Medium dense dark grey fine and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:165: MADE GROUND: Loose to medium dense light brownish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:166: MADE GROUND: Medium dense dark grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:166: Below 1.7m: Medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:166: MADE GROUND: Dense dark orange brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:166: Below 2.2m: Very dense/dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:166: MADE GROUND: Medium dense grey black white sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:167: MADE GROUND: Loose to medium dense dark grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:167: MADE GROUND: Loose to medium dense light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:168: 0.02 MADE GROUND: Medium dense dark grey/black sinter [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:168: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:169: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:169: MADE GROUND: Loose locally dense grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:170: MADE GROUND: Loose to medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:171: MADE GROUND: Medium dense dark brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:171: MADE GROUND: Loose locally medium dense grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:172: MADE GROUND: Loose to medium dense light [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:173: MADE GROUND: Medium dense dark grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:173: MADE GROUND: Medium dense light grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:173: MADE GROUND: Medium dense brownish grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:174: MADE GROUND: Loose to medium dense dark grey/ [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:175: MADE GROUND: Medium dense light brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:175: MADE GROUND: Medium dense grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:176: MADE GROUND: Dense dark grey / black coarse sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:176: At Om: Dense material. Pit located on an area used by heavy plant. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:176: MADE GROUND: Loose to medium dense light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:176: MADE GROUND: Medium dense dark grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:177: MADE GROUND: Medium dense greyish brown gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:177: MADE GROUND: Medium dense grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:178: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:178: MADE GROUND: Medium dense light grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:178: Below 1.0m: compacted slag, very dense, slow dig [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:178: MADE GROUND: Loose to medium dense yellowish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:179: Below 0.5m: Becoming medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:179: MADE GROUND: Loose to medium, dense grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:181: MADE GROUND: Grass over TOPSOIL: medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:181: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:181: Very dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:182: MADE GROUND: Grass over TOPSOIL: Medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:182: MADE GROUND: Medium dense grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:182: Very dense, compacted [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:191: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:193: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:193: MADE GROUND: Medium dense grey gravelly clayey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:194: MADE GROUND: Grass over TOPSOIL: Medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:196: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:196: Very dense 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:198: MADE GROUND: Medium dense, locally dense, dark [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:198: Dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:200: MADE GROUND: Dense brownish grey slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:201: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:202: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:202: Very dense. 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:203: MADE GROUND: Dense very gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:204: MADE GROUND: Dense brownish grey, very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:204: Very dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:207: MADE GROUND: Medium dense light brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:211: MADE GROUND: Medium dense grey sandy GRAVEL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:211: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:214: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:214: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:215: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:216: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:216: From 0.3m: Very dense. Excavation slowed. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:217: From 0.4m: Very dense layer approximately 0.3m thick compacted [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:218: MADE GROUND: Medium dense becoming loose grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:218: From 0.5m: Very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:219: MADE GROUND: Very dense grey gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:219: 1.50 ES From 0.8m: Very dense material, very slow excavation. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:221: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:222: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:223: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:224: MADE GROUND: Dense dark grey gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:224: MADE GROUND: Medium dense yellowish brown and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:226: MADE GROUND: Grass over; medium dense brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:226: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:227: MADE GROUND: Medium dense, locally loose grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:229: MADE GROUND: Medium dense dark grey SAND & [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:231: MADE GROUND: Grass over medium dense dark grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:231: Very dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:232: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:232: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:233: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:233: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:236: MADE GROUND: Grass over loose to medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:239: MADE GROUND: Medium dense grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:241: MADE GROUND: Very dense grey and brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:243: MADE GROUND: Medium dense dark grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:243: Dense compacted slag [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:245: MADE GROUND: Grass over medium dense dark grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:247: MADE GROUND: Medium dense, brown very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:247: MADE GROUND: Medium dense becoming dense with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:249: MADE GROUND: Medium dense brown very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:249: MADE GROUND: Medium dense greyish brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:253: MADE GROUND: Medium dense brownish grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:254: MADE GROUND: Medium dense dark grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:255: MADE GROUND: Loose to medium dense slightly silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:256: 0.20 - 0.30 ES MADE GROUND: Dense to very dense brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:257: MADE GROUND: Medium dense light grey sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:257: MADE GROUND: Medium dense light grey sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:259: MADE GROUND: Loose to medium dense blueish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:260: MADE GROUND: Medium dense greyish brown very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:260: MADE GROUND: Medium dense yellow SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:261: MADE GROUND: Medium dense to dense very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:262: MADE GROUND: Loose to medium dense greyish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:262: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:262: MADE GROUND: Dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:263: MADE GROUND: Medium dense, greyish brown very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:264: MADE GROUND: Medium dense light brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:264: MADE GROUND: Dense brownish grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:265: MADE GROUND: Medium dense greyish brown very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:265: MADE GROUND: Dense to very dense grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:266: MADE GROUND: Medium dense to very dense light [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:266: MADE GROUND: Dense to very dense greyish brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:267: MADE GROUND: Slag rubble over medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:267: MADE GROUND: Dense slightly browning grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:267: Very dense with medium boulder content [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:267: MADE GROUND: Medium dense orangish yellow SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:268: MADE GROUND: Medium dense to very dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:270: MADE GROUND: Medium dense to dense grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:270: MADE GROUND: Dense to very dense grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:271: MADE GROUND: Medium dense dark brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:271: angular to subrounded of slag, dark blue dense slag. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:271: Becoming medium dense to dense, blueish grey/brown very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:271: Becoming dense to very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:271: MADE GROUND: Medium dense to dense black very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:274: MADE GROUND: Loose to medium dense sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:275: MADE GROUND: Medium dense brown very sandy fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:275: MADE GROUND: Very dense grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:277: MADE GROUND: Dense to very dense brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:277: MADE GROUND: Dense brownish grey sandy GRAVEL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:277: MADE GROUND: Dense brownish grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:278: MADE GROUND: Loose to medium dense, dark brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:278: MADE GROUND: Dense greyish brown very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:279: MADE GROUND: Dense to very dense brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:281: 0.02 ES 0.05 MADE GROUND: Loose to medium dense light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:281: MADE GROUND: Medium dense to dense, sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:281: MADE GROUND: Loose to medium dense, dark brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:282: MADE GROUND: Loose to medium dense, greyish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:283: MADE GROUND: Medium dense brownish red and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:284: MADE GROUND: Loose to medium dense, greyish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:286: MADE GROUND: Very dense, light grey continuous [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:286: MADE GROUND: Loose to medium dense dark brown to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:287: MADE GROUND: Medium dense greyish brown very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:288: MADE GROUND: Medium dense dark brown silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:288: MADE GROUND: Dense dark brownish grey, slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:289: MADE GROUND: Loose to medium dense, sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:290: MADE GROUND: Medium dense brown very sandy fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:290: MADE GROUND: Very dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:291: MADE GROUND: Loose to medium dense red and grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:293: MADE GROUND: Loose to medium dense brownish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:294: MADE GROUND: Medium dense brown very sandy fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:294: MADE GROUND: Dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:295: MADE GROUND: Medium dense to dense, grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:296: MADE GROUND: Dense to very dense light grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:297: MADE GROUND: Loose to medium dense, red very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:297: MADE GROUND: Loose to medium dense white slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:297: MADE GROUND: Loose to medium dense red slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:297: MADE GROUND: Loose to medium dense white slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:297: MADE GROUND: Loose to medium dense red slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:297: MADE GROUND: Loose to medium dense, dark brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:317: Loose becoming medium dense brown slightly clayey slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:318: Loose becoming medium dense brown slightly clayey slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:318: Medium dense brown slightly clayey SAND with fragments of shell. Sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:319: 2.00-2.45 CB4 N25 at c.2.00m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:319: 4.00-4.45 C N36 at c.4.00m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:319: Medium dense grey brown clayey SAND. Sand is fine to medium. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:320: Medium dense grey brown clayey SAND. Sand is fine to medium. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:322: MADE GROUND (Very dense brown red gravel and cobbles. Gravel is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:322: 6.10-6.50 SB12 N18 Medium dense brown clayey slightly sandy slightly gravelly SILT. Sand is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:323: 8.00-8.50 SB17 N18 Medium dense brown grey very silty slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:324: 16.00-16.50 B33 Medium dense brown grey very silty slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:334: 1.50 PID 1.4ppm from c.1.50m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:334: 3.50 PID 1.3ppm 5.246 3.70 at c.3.30m BGL ... dense clayey very sandy gravel with medium cobble [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:334: 4.40 J9 Medium dense becoming dense brown slightly gravelly SAND with shell [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:335: 8.00-8.50 B17 Medium dense becoming dense brown slightly gravelly SAND with shell [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:335: 8.70 J18 Medium dense grey clayey gravelly SAND with clay pockets. Sand is fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:335: 12.00 J24 Medium dense grey brown silty gravelly SAND with occasional interbeds [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:336: Medium dense grey brown silty SAND. Sand is fine to coarse. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:337: Medium dense grey brown silty SAND. Sand is fine to coarse. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:340: 2.00 PID 9.8ppm from c.2.00m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:340: 3.00 PID 1.3ppm at c.3.00m BGL ... very dense/possible cobble obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:340: 4.00 CB8 1/1.26 at c.4.00m BGL ... very dense/possible cobble obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:340: 4.90 B10 3.1ppm from c.5.00m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:342: 1.60 PID 0.2ppm MADE GROUND (Medium dense brown black sandy gravel with low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:342: 4.00 PID 7.1ppm MADE GROUND (Loose becoming medium dense brown black [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:343: MADE GROUND (Loose becoming medium dense brown black [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:343: Medium dense brown grey red clayey/silty slightly gravelly SAND. Sand is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:344: 2.00 PID 1.0ppm from c.2.00m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:344: 6.00-6.45 SJ18 N22 Medium dense grey brown slightly gravelly SAND. Gravel is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:344: Medium dense grey brown clayey slightly gravelly SAND. Sand is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:345: 8.00 B23 Medium dense grey brown clayey slightly gravelly SAND. Sand is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:347: 1.30 CJ3 1/2.10 from c.1.30m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:347: Dense becoming medium dense brown slightly clayey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:348: 8.00 SJ17 N25 Dense becoming medium dense brown slightly clayey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:348: from c.8.00m BGL ... medium dense. Clayey gravelly sand. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:361: 1.20 CJ4 1/3.20 from c.1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:362: 1.20-1.65 CJ4 1/4.50 from c.1.20m BGL ... very dense/ obstructions. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:362: 3.00-3.45 SJ8 N29 at c.3.00m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:362: 4.00 S 1/1.00 at c.4.00m BGL ... very dense/ obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:362: 5.00-5.45 CJ12 N36 at c.5.00m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:362: 5.50 J13 1.0ppm Medium dense becoming dense brown slightly clayey gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:363: 8.00-8.50 B19 Medium dense becoming dense brown slightly clayey gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:372: 1.20 CJ3 1/3.20 from 1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:372: 3.30 J7 Dense brown slightly clayey SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:373: Dense brown slightly clayey SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:374: 1.20-1.65 CJ3 N38 from 1.20m BGL ... dense to very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:374: 4.40 J10 0.2ppm Medium dense brown slightly clayey SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:374: Medium dense brown very clayey/silty SAND with occasional grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:375: Medium dense brown very clayey/silty SAND with occasional grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:375: 15.00-15.45 SJ32 N35 at c.15.00m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:382:1.80 B4 Slag content is 75-100%. Slag is vesicular. Densely compacted/fused [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:445:1.50 PID <0.1ppm at c.1.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:445:2.70-4.20 SL3(SS) MADE GROUND (Very dense grey dark grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:445:4.00 J15(SL3) Dense yellow brown SAND with occasional fragments of bivalve [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:445: at c.6.00m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:446:10.20-11.70 SL8(SS) Medium dense yellow brown slightly silty slightly gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:466:3.50 PID <0.1ppm at c.2.70m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:466:4.20-5.70 SL4(SS) Medium dense to dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:466:7.20-8.70 SL6(SS) at c.7.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:467:7.95-8.70 B24(SL6) Medium dense to dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:467:8.70-10.20 SL7(SS) Medium dense yellow brown occasionally multicolored gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:467:10.20-11.70 SL8(SS) Medium dense yellow brown slightly gravelly SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:487:1.00 J8(SL1) MADE GROUND (Very dense blue light grey clayey sand and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:487: at c.2.70m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:487:3.00 PID <0.1ppm Dense yellow brown SAND with occasional fragments of shell. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:488:7.95-8.70 B32(SL6) Dense yellow brown SAND with occasional fragments of shell. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:503:2.00 PID 0.3ppm at c.1.20m BGL ... medium dense and dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:503:2.50 ES5 at c.2.70m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:503:2.50 PID <0.1ppm Dense to very dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:503:7.20-8.70 SL6(SS) from c.7.20m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:504:8.00 J33(SL6) Dense to very dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:519:0.50 ES2 Loose becoming medium dense to dense yellow brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:519:2.70-4.20 SL3(SS) at c.2.70m BGL ... medium dense gravelly sand. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:519:4.20-5.70 SL4(SS) at c.4.20m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:519:5.70-7.20 SL5(SS) at c.5.70m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:519:7.20-8.70 SL6(SS) at c.7.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:520:7.95 J25(SL6) Loose becoming medium dense to dense yellow brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:520: at c.8.70m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:520:10.20 S N25 at c.10.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:535:2.70-4.20 SL3(SS) at c.2.70m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:535: Medium dense grey silty SAND. Sand is fine to medium. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:535:7.20-8.70 SL6(SS) Dense to very dense yellow brown slightly silty slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:536:7.95-8.70 B18(SL6) Dense to very dense yellow brown slightly silty slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:536:11.70-13.20 SL9(SS) Dense to very dense dark grey brown slightly silty very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:552:2.30 J12(SL2) at c.1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:552:3.00 J13(SL3) at c.2.70m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:552:4.20-5.70 SL4(SS) 3.58 4.40 at c.4.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:552:5.40-5.70 B36(SL4) Medium dense dark brown grey slightly silty SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:553:7.95 J20(SL6) Medium dense dark brown grey slightly silty SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:553:11.70-13.20 SL9(SS) Very dense dark brown grey slightly silty slightly gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:553:13.20-14.70 SL10(SS) Very dense grey slightly silty gravelly SAND with medium cobble [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:572: at c.1.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:572:4.20-5.70 SL4(SS) MADE GROUND (Medium dense grey brown sand and gravel. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:572:5.50 PID <0.1ppm Dense yellow brown slightly gravelly SAND with occasional shell [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:573:10.20-11.70 SL9(SS) Medium dense becoming dense yellow brown slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:592:0.50-1.20 B10(SL1) at c.1.20m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:592:2.00 ES4 at c.2.70m BGL ... medium dense with high cobble content. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:592: at c.4.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:592:5.70-7.20 SL4(SS) 2.85 5.90 MADE GROUND (Very dense brown grey slightly sandy gravel [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:592:7.20-8.70 SL5(SS) MADE GROUND (Medium dense dark grey brown slightly clayey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:593:12.20 PID <0.1ppm from c.12.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:607:4.00 PID <0.1ppm at c.4.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:607:4.20 S N12 Medium dense to dense yellow brown slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:607:7.20-8.70 SL6(SS) at c.7.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:608:7.95-8.45 B26(SL6) Medium dense to dense yellow brown slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:608:8.70-10.20 SL7(SS) at c.8.70m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:608:10.20-11.70 SL8(SS) at c.10.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:608:11.70-13.20 SL9(SS) at c.11.70m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:627: at c.1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:627:2.70-4.20 SL3(SS) at c.2.70m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:627:4.20-5.70 SL4(SS) at c.4.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:627:5.70-7.20 SL5(SS) Very dense dark brown grey slightly silty slightly gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:627:7.20-8.70 SL6(SS) from c.7.20m ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:628:8.70-10.20 SL7(SS) at c.8.70m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:628:10.20-11.30 B27(SL8) Very dense brown grey silty slightly gravelly SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:645:1.00 ES3(SL1) at c.1.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:645:4.20-5.70 SL4(SS) at c.4.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:645:5.00 PID <0.1ppm Loose to medium dense light grey brown clayey SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:646:7.90 J30(SL6) Loose to medium dense light grey brown clayey SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:646:8.70-10.20 SL7(SS) Medium dense dark grey brown gravelly SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:646:10.20-11.70 SL8(SS) Medium dense dark grey brown silty slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:664:1.20-2.70 SL2(SS) MADE GROUND (Medium dense dark grey gravel and cobbles. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:664:2.60 J9(SL2) Medium dense light brown slightly silty gravelly SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:664:6.80 J20(SL5) Loose becoming medium dense dark grey brown silty slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:665:7.90-8.70 B25(SL6) Medium dense light grey brown silty gravelly SAND with rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:665:13.20-14.70 SL10(SS) Dense light grey brown silty gravelly SAND. Sand is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:683:1.00 J9(SL1) MADE GROUND (Medium dense grey brown slightly clayey sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:683:7.20-8.70 SL6(SS) Medium dense to dense yellow brown very silty SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:684:7.95-8.70 B29(SL6) Medium dense to dense yellow brown very silty SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:695:1.20-2.70 SL2(SS) MADE GROUND (Medium dense black silty very sandy gravel [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:695:4.50-4.80 ES18(SL4) Medium dense black brown silty SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:696:7.95-8.70 B29(SL6) Medium dense black brown silty SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:696:8.70-10.20 SL7(SS) Medium dense yellow brown silty SAND with pockets of soft [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:696: Medium dense yellow brown silty SAND with occasional pockets [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:708:2.00 J11(SL2) MADE GROUND (Dense black clayey very sandy gravel with low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:708:4.00 J16(SL3) MADE GROUND (Dense blue light grey very sandy gravel with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:708:5.20-5.40 ES21(SL4) Medium dense yellow brown slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:709:7.95-8.70 B30(SL6) Medium dense yellow brown slightly gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:709:10.20-11.70 SL8(SS) at c.10.20m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:718:5.70 PID <0.1ppm Loose to medium dense brown dark brown clayey SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:718:6.50 J31(SL5) at c.5.70m BGL ... dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:719:7.95-8.70 B36(SL6) Loose to medium dense brown dark brown clayey SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:728:0.75-1.20 SL1(SS) at c.1.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:728:2.20-2.70 B12(SL2) (2.20) at c.2.70m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:728: at c.4.20m BGL ... very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:728:6.50 J27(SL5) at c.5.70m BGL ... medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:728:7.20-8.70 SL6(SS) Medium dense yellow grey brown silty SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:729:7.95-8.70 B31(SL6) Medium dense yellow grey brown silty SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:729: Loose to medium dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:801:LNAPL / DNAPL Light Non-Aqeuous Phase Liquid / Dense Non-Aqueous Phase Liquid [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:41:Neither (light) LNAPL or (dense) DNAPL has been identified at a measurable thickness in any of the [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:24: • Water levels and presence of dense and free phase product (LNAPL / DNAPL) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:321: Pre-WWII mapping (1938) associated with the Study Site shows that it was located within a densely developed and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:325: 7.00m to 11.30m Sand Medium dense grey brown clayey SAND. Sand is fine to medium [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:325: 0.10m to 8.70m Sand Loose to medium dense grey silty SAND with interbeds of dark grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:329: The CS mapping prior to WWII (1938) shows that the Study Site was located within a densely developed and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:6: MADE GROUND: Dense grey slightly sandy slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:15: 0.10 - 0.50 D MADE GROUND: Very dense grey sandy GRAVEL and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:15: MADE GROUND: Medium dense dark grey-black [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:20: MADE GROUND: Medium dense dark grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:20: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:26: MADE GROUND: Medium dense light grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:26: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:26: MADE GROUND: Loose to medium dense grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:27: 0.20 - 0.70 LB MADE GROUND: Loose to medium dense grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:27: MADE GROUND: Loose to medium dense slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:27: MADE GROUND: Medium dense grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:27: MADE GROUND: Loose to medium dense slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:29: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:29: Below 2.5m: Medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:30: 0.05 MADE GROUND: Dense dark grey fine grained sinter [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:30: MADE GROUND: Loose becoming medium dense very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:32: 0.05 MADE GROUND: Medium dense dark grey fine and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:32: MADE GROUND: Loose to medium dense light brownish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:33: MADE GROUND: Medium dense dark grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:33: Below 1.7m: Medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:33: MADE GROUND: Dense dark orange brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:33: Below 2.2m: Very dense/dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:33: MADE GROUND: Medium dense grey black white sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:34: MADE GROUND: Loose to medium dense dark grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:34: MADE GROUND: Loose to medium dense light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:35: 0.02 MADE GROUND: Medium dense dark grey/black sinter [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:35: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:36: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:36: MADE GROUND: Loose locally dense grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:37: MADE GROUND: Loose to medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:38: MADE GROUND: Medium dense dark brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:38: MADE GROUND: Loose locally medium dense grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:39: MADE GROUND: Loose to medium dense light [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:40: MADE GROUND: Loose to medium dense grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:40: MADE GROUND: Dense to very dense dark grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:41: 0.05 MADE GROUND: Medium dense dark grey/black [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:41: MADE GROUND: Medium dense reddish brown gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:41: MADE GROUND: Dense dark grey gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:43: MADE GROUND: Loose to medium dense light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:43: MADE GROUND: Medium dense dark grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:44: 0.05 MADE GROUND: Medium dense dark grey/black fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:44: MADE GROUND: Medium dense light grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:44: MADE GROUND: Medium dense dark grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:45: MADE GROUND: Medium dense locally loose brownish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:45: MADE GROUND: Loose to medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:46: 0.05 MADE GROUND: Loose to medium dense dark grey/ [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:46: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:46: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:47: MADE GROUND: Medium dense dark reddish brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:47: From 0.4m: Very dense compacted ground [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:47: MADE GROUND: Medium dense brown and grey SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:48: MADE GROUND: Medium dense dark grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:48: MADE GROUND: Medium dense light grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:48: MADE GROUND: Medium dense brownish grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:49: MADE GROUND: Loose to medium dense dark grey/ [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:50: MADE GROUND: Medium dense light brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:50: MADE GROUND: Medium dense grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:51: MADE GROUND: Dense dark grey / black coarse sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:51: At Om: Dense material. Pit located on an area used by heavy plant. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:51: MADE GROUND: Loose to medium dense light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:51: MADE GROUND: Medium dense dark grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:52: MADE GROUND: Medium dense greyish brown gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:52: MADE GROUND: Medium dense grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:53: 0.05 MADE GROUND: Loose to medium dense black fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:53: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:53: MADE GROUND: Medium dense dark brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:54: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:54: MADE GROUND: Medium dense light grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:54: Below 1.0m: compacted slag, very dense, slow dig [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:54: MADE GROUND: Loose to medium dense yellowish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:55: MADE GROUND: Very dense grey gravelly fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:56: Below 0.5m: Becoming medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:56: MADE GROUND: Loose to medium, dense grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:57: MADE GROUND: Medium dense light brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:63: occasional cobble of coke. Becoming medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:64: MADE GROUND: Loose to medium dense black slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:64: MADE GROUND: Medium dense blackish grey SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:66: SAND. Becoming medium dense with depth, thinly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:66: MADE GROUND: Medium dense blackish grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:75: SAND. Becoming medium dense with depth, damp. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:80: Becoming medium dense with depth, thickly laminated [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:84: MADE GROUND: Loose/medium dense thinly laminated [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:88: 0.20 MADE GROUND: Dense black sandy GRAVEL. Gravel [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:88: MADE GROUND: Dense greyish brown & grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:92: MADE GROUND: Medium dense grey thickly laminated [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:98: MADE GROUND: Very dense black / brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:99: MADE GROUND: Medium dense dark brown and grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:100: MADE GROUND: Loose to medium dense brown silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:101: MADE GROUND: Medium dense, grey brown, slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:102: MADE GROUND: Loose to medium dense dark brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:103: MADE GROUND: Medium dense dark brown very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:103: MADE GROUND: Medium dense light brown grey fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:108: MADE GROUND: Medium dense light grey brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:109: MADE GROUND: Dense to medium dense black slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:109: MADE GROUND: Medium dense light grey brown fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:110: MADE GROUND: Loose to medium dense black sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:110: MADE GROUND: Medium dense to dense grey and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:111: MADE GROUND: Loose to medium dense black slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:111: MADE GROUND: Medium dense brown and light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:112: MADE GROUND: Loose to medium dense black slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:112: MADE GROUND: Medium dense light brown slightly silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:113: MADE GROUND: Loose to medium dense light brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:114: MADE GROUND: Loose to medium dense dark brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:114: MADE GROUND: Loose to medium dense yellow brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:117: MADE GROUND: Medium dense yellow brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:118: MADE GROUND: Loose to medium dense black and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:121: MADE GROUND: Medium dense to dense sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:121: MADE GROUND: Loose to medium dense yellow brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:121: MADE GROUND: Loose to medium dense yellow brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:123: MADE GROUND: Loose to medium dense grey brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:123: MADE GROUND: Medium dense to dense blue green [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:124: MADE GROUND: Medium dense light brown slightly silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:124: MADE GROUND: Medium dense red brown silty fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:127: MADE GROUND: Loose to medium dense, grey brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:127: MADE GROUND: Loose to medium dense red/orange [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:127: MADE GROUND: Medium dense grey silty/clayey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:129: MADE GROUND: Medium dense light brown silty very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:129: MADE GROUND: Loose to medium dense brown clayey/ [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:129: MADE GROUND: Medium dense light grey clayey/silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:131: MADE GROUND: Medium dense light grey and brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:131: MADE GROUND: Medium dense brown silty/clayey fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:132: MADE GROUND: Loose to medium dense black gravely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:132: Dense light grey sandy fine to coarse subangular to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:133: MADE GROUND: Medium dense to dense light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:133: MADE GROUND: Medium dense to dense black SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:133: MADE GROUND: Medium dense black and light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:134: MADE GROUND: Medium dense white / light grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:135: MADE GROUND: Medium dense black gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:135: MADE GROUND: Medium dense dark brown and red [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:135: MADE GROUND: Medium dense to dense black sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:137: MADE GROUND: Medium dense dark brown black [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:139: MADE GROUND: Medium dense dark brown mottled [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:142: MADE GROUND: Rough grass over medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:142: MADE GROUND: Medium dense grey brown SAND and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:142: MADE GROUND: Dense to medium dense black slight [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:144: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:144: MADE GROUND: Dense light grey very sandy gravel [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:148: 0.20 MADE GROUND: Dense brownish grey sandy GRAVEL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:148: MADE GROUND: Dense grey very gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:149: MADE GROUND: Medium dense grey sandy GRAVEL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:149: Dense, compacted [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:151: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:152: MADE GROUND: Medium dense dark grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:153: MADE GROUND: Dense grey sandy GRAVEL with low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:153: MADE GROUND: Very dense grey sandy GRAVEL and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:153: MADE GROUND: Dense to very dense orange sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:154: MADE GROUND: Medium dense black silty SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:154: MADE GROUND: Medium dense grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:154: MADE GROUND: Very dense grey gravelled angular [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:155: MADE GROUND: Very dense grey sandy GRAVEL with 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:156: MADE GROUND: Medium dense dark greyish black [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:156: MADE GROUND: Dense grey sandy GRAVEL with low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:156: MADE GROUND: Medium dense dark grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:158: MADE GROUND: Medium dense black slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:158: MADE GROUND: Medium dense slightly sandy SILT. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:158: MADE GROUND: Very dense grey slightly sandy cobbly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:159: MADE GROUND: Medium dense black slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:159: MADE GROUND: Medium dense reddish brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:159: MADE GROUND: Very dense blackish brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:159: MADE GROUND: Very dense greyish brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:159: MADE GROUND: Medium dense yellow SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:159: MADE GROUND: Medium dense greyish brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:160: MADE GROUND: Medium dense black slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:160: MADE GROUND: Medium dense glittery black slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:160: MADE GROUND: Dense grey sandy GRAVEL with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:160: MADE GROUND: Medium dense reddish brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:160: MADE GROUND: Dense brown sandy gravelly cobbly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:160: MADE GROUND: Medium dense reddish brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:161: 0.50 - 0.80 ES MADE GROUND: Medium dense grey sandy GRAVEL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:161: MADE GROUND: Very dense light grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:161: MADE GROUND: Dense to very dense mottled white [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:162: MADE GROUND: Dense light grey sandy fine to coarse, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:162: MADE GROUND: Medium dense to dense, greyish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:163: MADE GROUND: Loose to medium dense black gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:163: MADE GROUND: Very dense grey sandy gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:163: MADE GROUND: Loose to medium dense yellow [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:163: MADE GROUND: Medium dense brown gravelly SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:163: MADE GROUND: Medium dense slightly clayey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:164: MADE GROUND: Loose to medium dense black slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:164: MADE GROUND: Very dense grey sandy gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:165: MADE GROUND: Medium dense to very dense dark [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:165: MADE GROUND: Medium dense dark brown black silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:165: MADE GROUND: Medium dense yellowish grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:165: MADE GROUND: Medium dense grey and yellow brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:165: MADE GROUND: Medium dense to dense yellow grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:165: At approximately 1.9m: Very dense, extended pit and cleared out pit [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:166: MADE GROUND: Dense brownish red slightly silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:166: MADE GROUND: Dense grey sandy cobbly GRAVEL of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:167: MADE GROUND: Medium dense reddish brown silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:167: MADE GROUND: Medium dense light greyish brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:167: MADE GROUND: Very dense greyish brown slightly silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:169: MADE GROUND: Dense light grey slightly sandy RAVEL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:169: MADE GROUND: Medium dense dark brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:169: MADE GROUND: Medium dense light brown yellowish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:170: MADE GROUND: Medium dense blackish red gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:170: MADE GROUND: Medium dense black slightly gravely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:170: MADE GROUND: Very dense grey sandy fine to coarse, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:171: MADE GROUND: Medium dense reddish brown silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:171: MADE GROUND: Medium dense light grey/yellowish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:171: Becoming very dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:171: MADE GROUND: Medium dense to loose grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:172: MADE GROUND: Medium dense black mottled reddish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:172: MADE GROUND: Medium dense brownish black slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:173: 0.50 MADE GROUND: Medium dense black slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:173: MADE GROUND: Medium dense light grey/yellowish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:174: MADE GROUND: Medium dense red slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:175: 0.02 MADE GROUND: Dense yellow compacted lime [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:175: MADE GROUND: Dense grey sandy GRAVEL/gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:176: MADE GROUND: Medium dense reddish brown clayey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:178: Medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:178: MADE GROUND: Medium dense sandy GRAVEL AND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:178: MADE GROUND: Medium dense dark brown gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:180: MADE GROUND: Medium dense black fine to coarse, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:180: MADE GROUND: Dense red gravelly SAND of red brick. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:181: MADE GROUND: Medium dense black sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:181: MADE GROUND: Dense red gravelly SAND AND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:182: MADE GROUND: Medium dense black sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:182: Becoming medium dense with depth. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:182: MADE GROUND: Medium dense orange sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:185: MADE GROUND: Medium dense black SAND AND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:185: MADE GROUND: Loose to medium dense orange brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:185: MADE GROUND: Medium dense white/grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:185: MADE GROUND: Dense brownish grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:185: MADE GROUND: Medium dense brown silty fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:186: MADE GROUND: Medium dense, reddish brown, very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:187: MADE GROUND: Dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:189: MADE GROUND: Medium dense black sandy GRAVEL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:191: MADE GROUND: Medium dense black sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:194: 0.40 MADE GROUND: Loose to medium dense dark reddish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:194: MADE GROUND: Medium dense grey slightly sandy fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:194: Becoming dense and orangish brown in colour, sandy gravelly with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:194: Becoming medium dense to dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:194: MADE GROUND: Dense brown GRAVEL AND SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:195: MADE GROUND: Very dense grey slag [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:196: MADE GROUND: Very dense grey sandy fine to coarse, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:198: MADE GROUND: Very dense grey sandy GRAVEL with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:198: MADE GROUND: Dense greyish brown sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:198: MADE GROUND: Medium dense speckled white and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:200: MADE GROUND: Medium dense black and red slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:200: MADE GROUND: Medium dense becoming loose [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:201: MADE GROUND: Medium dense black slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:202: MADE GROUND: Dense grey sandy fine to coarse, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:202: MADE GROUND: Dense greyish brown sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:202: MADE GROUND: Dense red sandy fine to coarse, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:205: MADE GROUND: Medium dense grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:205: Dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:205: MADE GROUND: Dense light greyish brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:205: Very dense layer, no progress ager 15 mins. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:208: MADE GROUND: Medium dense black slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:208: MADE GROUND: Very dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:208: MADE GROUND: Very dense yellow SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:208: MADE GROUND: Very dense grey slightly sandy ashy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:209: MADE GROUND: Medium dense grey slightly sandy fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:209: MADE GROUND: Dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:209: MADE GROUND: Medium dense reddish brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:209: MADE GROUND: Medium dense brown slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:212: Dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:212: MADE GROUND: Medium dense dark grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:214: MADE GROUND: Dense light yellowish grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:216: MADE GROUND: Medium dense black slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:216: MADE GROUND: Medium dense reddish black slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:216: MADE GROUND: Medium dense grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:217: MADE GROUND: Dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:219: MADE GROUND: Medium dense black slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:219: very dense with depth. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:221: MADE GROUND: Dense black silty SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:223: MADE GROUND: Medium dense black slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:223: MADE GROUND: Dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:224: MADE GROUND: Medium dense black mottled red and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:225: MADE GROUND: Medium dense slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:227: MADE GROUND: Medium dense black slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:227: MADE GROUND: Very dense grey welded SLAG. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:230: MADE GROUND: Grass over TOPSOIL: medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:230: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:230: Very dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:231: MADE GROUND: Grass over TOPSOIL: Medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:231: MADE GROUND: Medium dense grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:231: Very dense, compacted [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:236: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:241: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:244: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:244: MADE GROUND: Medium dense grey gravelly clayey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:245: MADE GROUND: Grass over TOPSOIL: Medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:247: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:247: Very dense 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:249: MADE GROUND: Medium dense, locally dense, dark [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:249: Dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:250: MADE GROUND: Dense light brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:250: Very dense, slow excavation. 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:252: MADE GROUND: Dense brownish grey slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:253: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:254: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:254: Very dense. 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:255: MADE GROUND: Dense very gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:256: MADE GROUND: Dense brownish grey, very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:256: Very dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:257: MADE GROUND: Dense grey gravelly SAND with low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:257: MADE GROUND: Dense brownish grey gravelly clayey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:260: MADE GROUND: Medium dense light brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:264: MADE GROUND: Medium dense grey sandy GRAVEL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:264: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:267: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:267: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:268: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:269: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:269: From 0.3m: Very dense. Excavation slowed. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:270: From 0.4m: Very dense layer approximately 0.3m thick compacted [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:271: MADE GROUND: Medium dense becoming loose grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:271: From 0.5m: Very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:272: MADE GROUND: Very dense grey gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:272: 1.50 ES From 0.8m: Very dense material, very slow excavation. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:274: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:275: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:276: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:277: MADE GROUND: Dense dark grey gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:277: MADE GROUND: Medium dense yellowish brown and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:279: MADE GROUND: Grass over; medium dense brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:279: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:280: MADE GROUND: Medium dense, locally loose grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:282: MADE GROUND: Medium dense dark grey SAND & [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:284: MADE GROUND: Grass over medium dense dark grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:284: Very dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:285: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:285: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:286: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:286: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:289: MADE GROUND: Grass over loose to medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:292: MADE GROUND: Medium dense grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:294: MADE GROUND: Very dense grey and brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:296: MADE GROUND: Medium dense dark grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:296: Dense compacted slag [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:298: MADE GROUND: Grass over medium dense dark grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-2021-83 EcIA NZT Remediation Rev A.PDF|R-2021-1048-FFM-2021-83 EcIA NZT Remediation Rev A.PDF]]:13:carrot but the sward is dense, not least as a result of the mowing and the habitat is therefore [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:39:Descriptions of the granular Made Ground comprising slag range from loose to very dense, but are [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:39:predominantly loose to medium dense. Deposits are described as yellow‐brown to brown to grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:39:The term ‘medium dense’ correlates with a Density Index (ID) of between 35‐65, in accordance with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:40:Carter and Bentley (1991) for dense silty sand, a value of 50° is suggested for a dense sandy gravel. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:41:Descriptions of the hydraulic fill range from loose to medium dense, but are predominantly loose. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:41:The term ‘medium dense’ correlates with a Density Index (ID) of between 35‐65, in accordance with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:44:Descriptions of the natural sand range from very loose to dense, but are predominantly very loose to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:44:medium dense. The deposit is described as brown‐grey to dark grey‐black slightly clayey, slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:44:fragments. Occasionally pockets of sandy clay are noted. The term ‘medium dense’ correlates with a [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:44:material is very loose to dense, consistent with the field observations. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:104: MADE GROUND: Dense grey slightly sandy slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:113: 0.10 - 0.50 D MADE GROUND: Very dense grey sandy GRAVEL and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:113: MADE GROUND: Medium dense dark grey-black [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:118: MADE GROUND: Medium dense dark grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:118: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:124: MADE GROUND: Medium dense light grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:124: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:124: MADE GROUND: Loose to medium dense grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:125: 0.20 - 0.70 LB MADE GROUND: Loose to medium dense grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:125: MADE GROUND: Loose to medium dense slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:125: MADE GROUND: Medium dense grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:125: MADE GROUND: Loose to medium dense slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:127: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:127: Below 2.5m: Medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:128: 0.05 MADE GROUND: Dense dark grey fine grained sinter [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:128: MADE GROUND: Loose becoming medium dense very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:130: 0.05 MADE GROUND: Medium dense dark grey fine and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:130: MADE GROUND: Loose to medium dense light brownish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:131: MADE GROUND: Medium dense dark grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:131: Below 1.7m: Medium dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:131: MADE GROUND: Dense dark orange brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:131: Below 2.2m: Very dense/dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:131: MADE GROUND: Medium dense grey black white sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:132: MADE GROUND: Loose to medium dense dark grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:132: MADE GROUND: Loose to medium dense light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:133: 0.02 MADE GROUND: Medium dense dark grey/black sinter [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:133: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:134: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:134: MADE GROUND: Loose locally dense grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:135: MADE GROUND: Loose to medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:136: MADE GROUND: Medium dense dark brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:136: MADE GROUND: Loose locally medium dense grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:137: MADE GROUND: Loose to medium dense light [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:138: MADE GROUND: Loose to medium dense grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:138: MADE GROUND: Dense to very dense dark grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:139: 0.05 MADE GROUND: Medium dense dark grey/black [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:139: MADE GROUND: Medium dense reddish brown gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:139: MADE GROUND: Dense dark grey gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:141: MADE GROUND: Loose to medium dense light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:141: MADE GROUND: Medium dense dark grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:142: 0.05 MADE GROUND: Medium dense dark grey/black fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:142: MADE GROUND: Medium dense light grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:142: MADE GROUND: Medium dense dark grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:143: MADE GROUND: Medium dense locally loose brownish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:143: MADE GROUND: Loose to medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:144: 0.05 MADE GROUND: Loose to medium dense dark grey/ [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:144: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:144: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:145: MADE GROUND: Medium dense dark reddish brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:145: From 0.4m: Very dense compacted ground [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:145: MADE GROUND: Medium dense brown and grey SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:146: MADE GROUND: Medium dense dark grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:146: MADE GROUND: Medium dense light grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:146: MADE GROUND: Medium dense brownish grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:147: MADE GROUND: Loose to medium dense dark grey/ [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:148: MADE GROUND: Medium dense light brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:148: MADE GROUND: Medium dense grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:149: MADE GROUND: Dense dark grey / black coarse sand [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:149: At Om: Dense material. Pit located on an area used by heavy plant. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:149: MADE GROUND: Loose to medium dense light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:149: MADE GROUND: Medium dense dark grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:150: MADE GROUND: Medium dense greyish brown gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:150: MADE GROUND: Medium dense grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:151: 0.05 MADE GROUND: Loose to medium dense black fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:151: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:151: MADE GROUND: Medium dense dark brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:152: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:152: MADE GROUND: Medium dense light grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:152: Below 1.0m: compacted slag, very dense, slow dig [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:152: MADE GROUND: Loose to medium dense yellowish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:153: MADE GROUND: Very dense grey gravelly fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:154: Below 0.5m: Becoming medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:154: MADE GROUND: Loose to medium, dense grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:155: MADE GROUND: Medium dense light brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:161: occasional cobble of coke. Becoming medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:162: MADE GROUND: Loose to medium dense black slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:162: MADE GROUND: Medium dense blackish grey SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:164: SAND. Becoming medium dense with depth, thinly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:164: MADE GROUND: Medium dense blackish grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:173: SAND. Becoming medium dense with depth, damp. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:178: Becoming medium dense with depth, thickly laminated [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:182: MADE GROUND: Loose/medium dense thinly laminated [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:186: 0.20 MADE GROUND: Dense black sandy GRAVEL. Gravel [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:186: MADE GROUND: Dense greyish brown & grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:190: MADE GROUND: Medium dense grey thickly laminated [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:196: MADE GROUND: Very dense black / brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:197: MADE GROUND: Medium dense dark brown and grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:198: MADE GROUND: Loose to medium dense brown silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:199: MADE GROUND: Medium dense, grey brown, slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:200: MADE GROUND: Loose to medium dense dark brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:201: MADE GROUND: Medium dense dark brown very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:201: MADE GROUND: Medium dense light brown grey fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:206: MADE GROUND: Medium dense light grey brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:207: MADE GROUND: Dense to medium dense black slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:207: MADE GROUND: Medium dense light grey brown fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:208: MADE GROUND: Loose to medium dense black sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:208: MADE GROUND: Medium dense to dense grey and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:209: MADE GROUND: Loose to medium dense black slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:209: MADE GROUND: Medium dense brown and light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:210: MADE GROUND: Loose to medium dense black slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:210: MADE GROUND: Medium dense light brown slightly silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:211: MADE GROUND: Loose to medium dense light brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:212: MADE GROUND: Loose to medium dense dark brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:212: MADE GROUND: Loose to medium dense yellow brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:215: MADE GROUND: Medium dense yellow brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:216: MADE GROUND: Loose to medium dense black and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:219: MADE GROUND: Medium dense to dense sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:219: MADE GROUND: Loose to medium dense yellow brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:219: MADE GROUND: Loose to medium dense yellow brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:221: MADE GROUND: Loose to medium dense grey brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:221: MADE GROUND: Medium dense to dense blue green [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:222: MADE GROUND: Medium dense light brown slightly silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:222: MADE GROUND: Medium dense red brown silty fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:225: MADE GROUND: Loose to medium dense, grey brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:225: MADE GROUND: Loose to medium dense red/orange [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:225: MADE GROUND: Medium dense grey silty/clayey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:227: MADE GROUND: Medium dense light brown silty very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:227: MADE GROUND: Loose to medium dense brown clayey/ [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:227: MADE GROUND: Medium dense light grey clayey/silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:229: MADE GROUND: Medium dense light grey and brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:229: MADE GROUND: Medium dense brown silty/clayey fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:230: MADE GROUND: Loose to medium dense black gravely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:230: Dense light grey sandy fine to coarse subangular to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:231: MADE GROUND: Medium dense to dense light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:231: MADE GROUND: Medium dense to dense black SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:231: MADE GROUND: Medium dense black and light grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:232: MADE GROUND: Medium dense white / light grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:233: MADE GROUND: Medium dense black gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:233: MADE GROUND: Medium dense dark brown and red [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:233: MADE GROUND: Medium dense to dense black sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:235: MADE GROUND: Medium dense dark brown black [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:237: MADE GROUND: Medium dense dark brown mottled [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:240: MADE GROUND: Rough grass over medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:240: MADE GROUND: Medium dense grey brown SAND and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:240: MADE GROUND: Dense to medium dense black slight [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:242: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:242: MADE GROUND: Dense light grey very sandy gravel [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:246: 0.20 MADE GROUND: Dense brownish grey sandy GRAVEL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:246: MADE GROUND: Dense grey very gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:247: MADE GROUND: Medium dense grey sandy GRAVEL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:247: Dense, compacted [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:249: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:250: MADE GROUND: Medium dense dark grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:251: MADE GROUND: Dense grey sandy GRAVEL with low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:251: MADE GROUND: Very dense grey sandy GRAVEL and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:251: MADE GROUND: Dense to very dense orange sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:252: MADE GROUND: Medium dense black silty SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:252: MADE GROUND: Medium dense grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:252: MADE GROUND: Very dense grey gravelled angular [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:253: MADE GROUND: Very dense grey sandy GRAVEL with 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:254: MADE GROUND: Medium dense dark greyish black [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:254: MADE GROUND: Dense grey sandy GRAVEL with low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:254: MADE GROUND: Medium dense dark grey very sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:256: MADE GROUND: Medium dense black slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:256: MADE GROUND: Medium dense slightly sandy SILT. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:256: MADE GROUND: Very dense grey slightly sandy cobbly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:257: MADE GROUND: Medium dense black slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:257: MADE GROUND: Medium dense reddish brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:257: MADE GROUND: Very dense blackish brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:257: MADE GROUND: Very dense greyish brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:257: MADE GROUND: Medium dense yellow SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:257: MADE GROUND: Medium dense greyish brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:258: MADE GROUND: Medium dense black slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:258: MADE GROUND: Medium dense glittery black slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:258: MADE GROUND: Dense grey sandy GRAVEL with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:258: MADE GROUND: Medium dense reddish brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:258: MADE GROUND: Dense brown sandy gravelly cobbly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:258: MADE GROUND: Medium dense reddish brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:259: 0.50 - 0.80 ES MADE GROUND: Medium dense grey sandy GRAVEL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:259: MADE GROUND: Very dense light grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:259: MADE GROUND: Dense to very dense mottled white [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:260: MADE GROUND: Dense light grey sandy fine to coarse, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:260: MADE GROUND: Medium dense to dense, greyish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:261: MADE GROUND: Loose to medium dense black gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:261: MADE GROUND: Very dense grey sandy gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:261: MADE GROUND: Loose to medium dense yellow [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:261: MADE GROUND: Medium dense brown gravelly SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:261: MADE GROUND: Medium dense slightly clayey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:262: MADE GROUND: Loose to medium dense black slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:262: MADE GROUND: Very dense grey sandy gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:263: MADE GROUND: Medium dense to very dense dark [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:263: MADE GROUND: Medium dense dark brown black silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:263: MADE GROUND: Medium dense yellowish grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:263: MADE GROUND: Medium dense grey and yellow brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:263: MADE GROUND: Medium dense to dense yellow grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:263: At approximately 1.9m: Very dense, extended pit and cleared out pit [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:264: MADE GROUND: Dense brownish red slightly silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:264: MADE GROUND: Dense grey sandy cobbly GRAVEL of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:265: MADE GROUND: Medium dense reddish brown silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:265: MADE GROUND: Medium dense light greyish brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:265: MADE GROUND: Very dense greyish brown slightly silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:267: MADE GROUND: Dense light grey slightly sandy RAVEL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:267: MADE GROUND: Medium dense dark brown sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:267: MADE GROUND: Medium dense light brown yellowish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:268: MADE GROUND: Medium dense blackish red gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:268: MADE GROUND: Medium dense black slightly gravely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:268: MADE GROUND: Very dense grey sandy fine to coarse, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:269: MADE GROUND: Medium dense reddish brown silty [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:269: MADE GROUND: Medium dense light grey/yellowish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:269: Becoming very dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:269: MADE GROUND: Medium dense to loose grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:270: MADE GROUND: Medium dense black mottled reddish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:270: MADE GROUND: Medium dense brownish black slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:271: 0.50 MADE GROUND: Medium dense black slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:271: MADE GROUND: Medium dense light grey/yellowish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:272: MADE GROUND: Medium dense red slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:273: 0.02 MADE GROUND: Dense yellow compacted lime [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:273: MADE GROUND: Dense grey sandy GRAVEL/gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:274: MADE GROUND: Medium dense reddish brown clayey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:276: Medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:276: MADE GROUND: Medium dense sandy GRAVEL AND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:276: MADE GROUND: Medium dense dark brown gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:278: MADE GROUND: Medium dense black fine to coarse, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:278: MADE GROUND: Dense red gravelly SAND of red brick. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:279: MADE GROUND: Medium dense black sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:279: MADE GROUND: Dense red gravelly SAND AND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:280: MADE GROUND: Medium dense black sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:280: Becoming medium dense with depth. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:280: MADE GROUND: Medium dense orange sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:283: MADE GROUND: Medium dense black SAND AND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:283: MADE GROUND: Loose to medium dense orange brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:283: MADE GROUND: Medium dense white/grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:283: MADE GROUND: Dense brownish grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:283: MADE GROUND: Medium dense brown silty fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:284: MADE GROUND: Medium dense, reddish brown, very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:285: MADE GROUND: Dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:287: MADE GROUND: Medium dense black sandy GRAVEL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:289: MADE GROUND: Medium dense black sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:292: 0.40 MADE GROUND: Loose to medium dense dark reddish [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:292: MADE GROUND: Medium dense grey slightly sandy fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:292: Becoming dense and orangish brown in colour, sandy gravelly with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:292: Becoming medium dense to dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:292: MADE GROUND: Dense brown GRAVEL AND SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:293: MADE GROUND: Very dense grey slag [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:294: MADE GROUND: Very dense grey sandy fine to coarse, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:296: MADE GROUND: Very dense grey sandy GRAVEL with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:296: MADE GROUND: Dense greyish brown sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:296: MADE GROUND: Medium dense speckled white and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:298: MADE GROUND: Medium dense black and red slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:298: MADE GROUND: Medium dense becoming loose [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:299: MADE GROUND: Medium dense black slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:300: MADE GROUND: Dense grey sandy fine to coarse, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:300: MADE GROUND: Dense greyish brown sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:300: MADE GROUND: Dense red sandy fine to coarse, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:303: MADE GROUND: Medium dense grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:303: Dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:303: MADE GROUND: Dense light greyish brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:303: Very dense layer, no progress ager 15 mins. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:306: MADE GROUND: Medium dense black slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:306: MADE GROUND: Very dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:306: MADE GROUND: Very dense yellow SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:306: MADE GROUND: Very dense grey slightly sandy ashy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:307: MADE GROUND: Medium dense grey slightly sandy fine [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:307: MADE GROUND: Dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:307: MADE GROUND: Medium dense reddish brown slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:307: MADE GROUND: Medium dense brown slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:310: Dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:310: MADE GROUND: Medium dense dark grey sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:312: MADE GROUND: Dense light yellowish grey slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:314: MADE GROUND: Medium dense black slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:314: MADE GROUND: Medium dense reddish black slightly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:314: MADE GROUND: Medium dense grey slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:315: MADE GROUND: Dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:317: MADE GROUND: Medium dense black slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:317: very dense with depth. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:319: MADE GROUND: Dense black silty SAND. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:321: MADE GROUND: Medium dense black slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:321: MADE GROUND: Dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:322: MADE GROUND: Medium dense black mottled red and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:323: MADE GROUND: Medium dense slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:325: MADE GROUND: Medium dense black slightly sandy [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:325: MADE GROUND: Very dense grey welded SLAG. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:328: MADE GROUND: Grass over TOPSOIL: medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:328: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:328: Very dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:329: MADE GROUND: Grass over TOPSOIL: Medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:329: MADE GROUND: Medium dense grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:329: Very dense, compacted [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:334: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:339: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:342: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:342: MADE GROUND: Medium dense grey gravelly clayey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:343: MADE GROUND: Grass over TOPSOIL: Medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:345: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:345: Very dense 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:347: MADE GROUND: Medium dense, locally dense, dark [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:347: Dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:348: MADE GROUND: Dense light brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:348: Very dense, slow excavation. 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:350: MADE GROUND: Dense brownish grey slightly gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:351: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:352: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:352: Very dense. 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:353: MADE GROUND: Dense very gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:354: MADE GROUND: Dense brownish grey, very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:354: Very dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:355: MADE GROUND: Dense grey gravelly SAND with low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:355: MADE GROUND: Dense brownish grey gravelly clayey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:358: MADE GROUND: Medium dense light brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:362: MADE GROUND: Medium dense grey sandy GRAVEL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:362: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:365: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:365: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:366: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:367: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:367: From 0.3m: Very dense. Excavation slowed. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:368: From 0.4m: Very dense layer approximately 0.3m thick compacted [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:369: MADE GROUND: Medium dense becoming loose grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:369: From 0.5m: Very dense. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:370: MADE GROUND: Very dense grey gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:370: 1.50 ES From 0.8m: Very dense material, very slow excavation. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:372: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:373: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:374: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:375: MADE GROUND: Dense dark grey gravelly SAND with [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:375: MADE GROUND: Medium dense yellowish brown and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:377: MADE GROUND: Grass over; medium dense brown [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:377: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:378: MADE GROUND: Medium dense, locally loose grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:380: MADE GROUND: Medium dense dark grey SAND & [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:382: MADE GROUND: Grass over medium dense dark grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:382: Very dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:383: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:383: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:384: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:384: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:387: MADE GROUND: Grass over loose to medium dense [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:390: MADE GROUND: Medium dense grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:392: MADE GROUND: Very dense grey and brownish grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:394: MADE GROUND: Medium dense dark grey very gravelly [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:394: Dense compacted slag [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:396: MADE GROUND: Grass over medium dense dark grey [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:70: Very dense grey brown slightly clayey very sandy GRAVEL. Sand [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:40: Very dense grey brown slightly clayey very sandy GRAVEL. Sand [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:474: Very dense grey brown slightly clayey very sandy GRAVEL. Sand [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf|R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf]]:4: 150mm AC32 Dense Macadam (100/150 Pen) [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf|R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf]]:4: 40mm AC10 Dense Macadam (100/150 Pen) [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf|R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf]]:4: 60mm AC20 Dense Macadam (100/150 Pen) [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis GI and Drainage.pdf|R-2021-0753-FFM-Arcadis GI and Drainage.pdf]]:4: 150mm AC32 Dense Macadam (100/150 Pen) [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis GI and Drainage.pdf|R-2021-0753-FFM-Arcadis GI and Drainage.pdf]]:4: 40mm AC10 Dense Macadam (100/150 Pen) [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis GI and Drainage.pdf|R-2021-0753-FFM-Arcadis GI and Drainage.pdf]]:4: 60mm AC20 Dense Macadam (100/150 Pen) [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:14: Tidal Flat Sand Medium dense predominantly 1.2 – 5.6 Tidal Flat- Not present in Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:22: Booster and Exhaust houses, Condensers and De-Tarrers, Gas Washers, Scrubbers, a Rack Cooler, Acid [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:26: dense nature, with the denser material generally being encountered at depth. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:77: Ground investigations at Warrenby Landfill encountered very dense slag to a depth of up to 7m [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:140: BH8 14.00 -1.939 Dense black silty SAND [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:188: 2.00 ES6 at c.1.50m BGL ... medium dense. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:189: 1.20 CB4 N25 at c.1.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:189: 2.50 CB6 1/0.94 at c.2.50m BGL ... very dense. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:190: 3.50-3.95 SJ14 N12 at c.3.50m BGL ... medium dense. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:190: 5.00 ES21 MADE GROUND (Dense black slightly silty gravelly sand with [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:190: at c.7.50m BGL ... very dense. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:191: 10.20 ES36 MADE GROUND (Dense black slightly silty very gravelly sand with [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:191: 12.00 ES42 MADE GROUND (Dense black silty slightly gravelly sand. Gravel is fine [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:191: 14.00 ES48 Dense black silty SAND. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:192: 16.10 J56 Dense black silty SAND. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:193: 1.50-2.00 CB4 N43 from c.1.50m BGL ... dense to very dense. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:193: 7.40 C21 1/0.00 MADE GROUND (Very dense black slightly silty sandy gravel with [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:194: 8.20 ES24 MADE GROUND (Very dense black slightly silty sandy gravel with [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:340: products – Concrete Condenser Pump [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:340: Condenser Pumphouse and beneath the [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:350: which includes Booster and Exhaust houses, Condensers and De‐Tarrers, Gas [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:352:to coarse sand or black to grey sandy gravel and loose to dense dark grey to black sandy gravel to sandy [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:352:looser material typically overlies denser deposits and given their composition and thickness represent [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:353:Granular materials comprise loose to dense sometimes laminated grey to black fine sand to silty fine [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:353:Occasional reference is made to thin bands of medium dense silty sand or silty clayey sand and gravel [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:356: NZ52SW15054/AS04 6.3 (0.85mAOD) ‐ ‐ Dense slag fill with some bricks and occasional Made Gro [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:356: NZ52SW634 2.0(7.85mAOD) 1.6 (8.25mAOD) 0.53m Dense slightly ashy sand to cobbles sized brick and Made Gro [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:366:  Booster House, Exhauster House, Condensers and De‐tarrers [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:367:details the Secondary Condenser Pumphouse, and shows 1m deep pipe trenches beneath the structure. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:387:carbonisation plants) the tar and water vapour is removed in condensers, with the tar separated by [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:405: ‐ condenses products from coal [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:601:ground. Previous experience of borehole installation through the dense slag across the works has [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:653:Made Ground Dense to very dense Up to Ref. 4 0.84mbgl to Non [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:727:Made Ground D ense to very dense 1.3m to Ref. 4 1.16mbgl to Minor [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf]]:18: Condensers and De-Tarrers, Gas Washers, [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf]]:21: sandy gravel and loose to dense dark grey to black sandy gravel to sandy gravelly cobbles and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf]]:21: looser material typically overlies denser deposits and given their composition and thickness [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf]]:21: deposits. Granular materials comprise loose to dense sometimes laminated grey to black fine [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf]]:22: dense silty sand or silty clayey sand and gravel which have been inferred as localised [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf]]:22: gravelly clay, dense black silty sand or laminated black brown silt. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf]]:29: Tidal Flat Sand Medium dense predominantly 1.2-5.6 Undifferentiated [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix C - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix C - July 2020.pdf]]:103:have an origin or a destination to the east side of the development, as the most densely populated [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Transport Assessment.pdf|R-2020-0357-OOM-Transport Assessment.pdf]]:101:have an origin or a destination to the east side of the development, as the most densely populated [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf]]:18: which is dense throughout. Scrub species are invading and grading into rank grassland in [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf]]:18: which effectively forms a small area of swamp. A dense area of emergent vegetation which is a [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf]]:42: The DTM was created using LiDAR 2m spatial resolution DTM data. Denser LiDAR data is [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Planning Statement - July 2020.pdf|R-2020-0357-OOM-Planning Statement - July 2020.pdf]]:40: sense of openness for the residential receptors and respite from the dense urban landscape. This [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter L - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter L - July 2020.pdf]]:26: generally dense, with housing comprising mostly of semi-detached properties from the 1950’s / [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter L - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter L - July 2020.pdf]]:41: residential receptors and respite from the dense urban landscape. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Habitats Regulation Assessment.pdf|R-2020-0357-OOM-Habitats Regulation Assessment.pdf]]:14:includes approximately 8-10m of dense compacted slag so concrete piles will not [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 6 HRA Screening Report(1).pdf|R-2019-0767-OOM-Chapter 6 HRA Screening Report(1).pdf]]:11: the emissions. This takes place in the air-cooling condenser and flue gas treatment [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf|R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:34: in the air cooling condenser and [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf|R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:35: Air Cooled Condenser - Steam is exhausted at low pressure from the turbine into an [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf|R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:35: air-cooled condenser which condenses the steam back into water. The water is then [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf|R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:35: pumped back into the boiler. The heat lost by the steam when it condenses is [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf|R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:35: transferred to the atmosphere. The air-cooled condenser has fans which draw air across [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf|R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:35: the condenser tubes, so there is no visible plume. [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf|R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:35: Air Cooled Condenser Building – The air-cooled condenser condenses the steam [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf|R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:35: exhausting the steam turbine, pulling a vacuum for power generation. Condensed [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf|R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:59: Scrub (A2.1 Dense/continuous scrub). Areas of scrub were present throughout the site, [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf|R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:108: There are very limited views beyond 2km from the west, due to the dense urban area [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 6 HRA Screening Report.pdf|R-2019-0767-OOM-Chapter 6 HRA Screening Report.pdf]]:11: the emissions. This takes place in the air-cooling condenser and flue gas treatment [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Figure 6-3 Phase 1 Habitat Mapping.pdf|R-2019-0767-OOM-Figure 6-3 Phase 1 Habitat Mapping.pdf]]:1: DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD Dense/continuous scrub [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf|R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf]]:14: and a baghouse controls the emission within the air-cooling condenser and [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf|R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf]]:15: • Air Cooled Condenser - Steam is exhausted at low pressure from the [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf|R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf]]:15: turbine into an air-cooled condenser which condenses the steam back into [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf|R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf]]:15: steam when it condenses is transferred to the atmosphere. The air-cooled [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf|R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf]]:15: condenser has fans which draw air across the condenser tubes, so there is no [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf|R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf]]:9: controls the emissions. This takes place in the air-cooling condenser and flue gas [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf|R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf]]:10: Air Cooled Condenser - Steam is exhausted at low pressure from the turbine into an air-cooled [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf|R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf]]:10: condenser which condenses the steam back into water. The water is then pumped back into the [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf|R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf]]:10: boiler. The heat lost by the steam when it condenses is transferred to the atmosphere. The air- [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf|R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf]]:10: cooled condenser has fans which draw air across the condenser tubes, so there is no visible plume. [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf|R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf]]:11: Air Cooled Condenser Building – The air-cooled condenser condenses the steam [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf|R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf]]:11: exhausting the steam turbine, pulling a vacuum for power generation. Condensed water is [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Figure 6-4 Ecological Impacts.pdf|R-2019-0767-OOM-Figure 6-4 Ecological Impacts.pdf]]:1: DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD Dense/continuous scrub [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Non Technical Summary_Final.pdf|R-2019-0767-OOM-Non Technical Summary_Final.pdf]]:5: condenser and flue gas treatment building and [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Non Technical Summary_Final.pdf|R-2019-0767-OOM-Non Technical Summary_Final.pdf]]:5:Air Cooled Condenser - Steam is exhausted at low pressure from the turbine into an air-cooled [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Non Technical Summary_Final.pdf|R-2019-0767-OOM-Non Technical Summary_Final.pdf]]:5:condenser which condenses the steam back into water. The water is then pumped back into the boiler. [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Non Technical Summary_Final.pdf|R-2019-0767-OOM-Non Technical Summary_Final.pdf]]:5:The heat lost by the steam when it condenses is transferred to the atmosphere. The air-cooled [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Non Technical Summary_Final.pdf|R-2019-0767-OOM-Non Technical Summary_Final.pdf]]:5:condenser has fans which draw air across the condenser tubes, so there is no visible plume. [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Non Technical Summary_Final.pdf|R-2019-0767-OOM-Non Technical Summary_Final.pdf]]:6:Air Cooled Condenser Building – The air-cooled condenser condenses the steam exhausting the [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Non Technical Summary_Final.pdf|R-2019-0767-OOM-Non Technical Summary_Final.pdf]]:6:steam turbine, pulling a vacuum for power generation. Condensed water is returned to the boilers. [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-BPM-JBAU-XX-00-RP-EN-0001-S3-P01.01-HRA Report_Issued_2020303.pdf|R-2019-0767-OOM-BPM-JBAU-XX-00-RP-EN-0001-S3-P01.01-HRA Report_Issued_2020303.pdf]]:10: the emissions. This takes place in the air-cooling condenser and flue gas [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-officer report.pdf|R-2019-0767-OOM-officer report.pdf]]:23:condenser building and stack (up to 80m high) several other minor structures [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-officer report.pdf|R-2019-0767-OOM-officer report.pdf]]:36:Scrub (A2.1 Dense/continuous scrub). Areas of scrub were present [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:51:1.20-2.70 U2 at c.1.20m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:51:2.70-4.20 U3(SS) at c.2.70m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:51:5.70-7.20 U5(SS) at c.5.70m BGL ... dense. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:51:7.20-8.70 U6 at c.7.20m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:52: at c.8.70m BGL ... medium dense. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:52: Medium dense grey brown silty SAND with silt lenses and some [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:52:11.70-13.20 U9(SS) at c.11.70m BGL ... very dense. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:52:13.20-14.70 U10 at c.13.20m BGL ... dense. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:61:1.20 B2(U2) at c.1.20m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:61:2.70-4.20 U3(SS) at c.2.70m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:61:4.20 B4(U4) at c.4.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:61:5.70-7.20 U5(SS) at c.5.70m BGL ... medium dense. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:68:1.20-2.70 U2 at c.1.20m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:68:2.70-4.20 U3(SS) at c.2.70m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:68:4.20-5.70 U4(SS) at c.4.20m BGL ... dense. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:77:1.20-2.70 U2 at c.1.20m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:77:2.70-4.20 U3(SS) at c.2.70m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:77:4.20-5.70 U4(SS) at c.4.20m BGL ... dense. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:77: Medium dense grey brown silty SAND with lenses of silt. Sand is [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:78:8.00 ES8(U6) Medium dense grey brown silty SAND with lenses of silt. Sand is [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:84: at c.1.20m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:84:2.70-4.20 U3(SS) at c.2.70m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:84:4.20-5.70 U4(SS) at c.4.20m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:84:5.70-7.20 U5(SS) at c.5.70m BGL ... loose and medium dense. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:84: Medium dense grey brown silty SAND with lenses of silt. Sand is [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:85:8.00 PID <0.1ppm Medium dense grey brown silty SAND with lenses of silt. Sand is [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:85:8.70-10.20 U7(SS) at c.8.70m BGL ... dense. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:85:10.20-11.70 U8 at c.10.20m BGL ... very dense. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:94:1.20-2.70 U2 at c.1.20m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:94:2.70-4.20 U3(SS) at c.2.70m BGL ... medium dense. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:94:4.20-5.70 U4(SS) at c.4.20m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:94:5.70-7.20 U5(SS) at c.5.70m BGL ... medium dense. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:104:1.20-2.70 U2 at c.1.20m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:104:2.70-4.20 U3(SS) at c.2.70m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:104:4.20-5.70 U4 at c.4.20m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:114:1.20-2.70 U2 at c.1.20m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:114:2.70-4.20 U3(SS) at c.2.70m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:114:4.20-5.70 U4(SS) at c.4.20m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:114:5.70-7.20 U5(SS) at c.5.70m BGL ... dense. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:114:6.00 PID <0.1ppm Medium dense grey brown silty SAND with lenses of silt and [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:115:8.00 ES8(U6) Medium dense grey brown silty SAND with lenses of silt and [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:123:1.20-2.70 U2 at c1.20m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:123:2.70-4.20 U3(SS) at c.2.70m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:123:4.20-5.70 U4 at c.4.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:123:5.70-7.20 U5(SS) at c.5.70m BGL ... very dense/cobble obstruction. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:123:7.00 PID <0.1ppm Medium dense grey brown silty SAND with silt lenses and [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:124:8.00 ES10(U6) Medium dense grey brown silty SAND with silt lenses and [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:124:8.70-10.20 U7 at c.8.70m BGL ... dense. [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf|R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf]]:4: • Air cooled condenser [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf|R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf]]:42: Condensers (ACC) [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf|R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf]]:8: Salix sp. In the central part where the woodland was denser, the trees were predominantly Italian [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf|R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf]]:9:2.16 Scrub (A2.1 Dense/continuous scrub). Areas of scrub were present throughout the site, comprising [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf|R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf]]:13: Dense scrub Heathland and shrub - 1.206 ha Poor This habitat is described as follows (JBA [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf|R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf]]:25: Dense continuous scrub [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (2 of 3).pdf|R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (2 of 3).pdf]]:34: condenses to form small particles in the form of water droplets. A plume is defined as [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf]]:15: Tees Lowlands. The land use varies from dense woodland to agricultural fields, [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf]]:20: Dense vegetation either side of this PRoW completely screens views [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf]]:31: approximately 90m AOD. Dense vegetation either side of this PRoW completely [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf|R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf]]:27: Glacial Till gravel or dense grey-brown very sandy gravel. 6.7 to 11.0 [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf]]:53: condenser, stacks, fuel oil, fire fighting water tank, standby diesel generator, air [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf]]:53: cooled condenser building, bottom ash building, air pollution control residue silos, [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf]]:57: and driver welfare facility, five weighbridges, air cooled condenser, electricity [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf]]:58:3.19 The air-cooled condensers, which return low-pressure steam from the turbine to [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf]]:58: condensers will cover a total area of 1,707 m2. The condenser units will be [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf]]:58: condensers will be at 22 m, see elevations in figure 3.2 a. [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf]]:60: adjacent to the air cooled condenser (ACC). [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf]]:67: pressure steam exiting the turbine will be condensed back to water in the air [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf]]:67: cooled condenser (ACC) for reuse in the water-steam cycle. [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf]]:67: the condensers) could pass through an onsite heat exchanger to heat up water [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf]]:72: cooled condenser. Visitors will also be able to have a clear view of the tipping [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf]]:76: waste bunker, boiler areas, FGT areas and air cooled condensers, erection of [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf]]:77: condensers, steam turbine, transformer and associated cabling and steel [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf]]:133: buildings from air cooled condensers, turbine hall and a 55 m high boiler house [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf|R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf]]:11: dense grey-brown very sandy gravel. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter J - LVIA - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter J - LVIA - Dec 2020.pdf]]:28: generally dense, with the housing comprising mostly of semi-detached properties from the [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:24:Made Ground Dense to very dense Up to Ref. 4 0.84mbgl to Non [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:98:Made Ground D ense to very dense 1.3m to Ref. 4 1.16mbgl to Minor [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1671: Tidal Flat Sand Medium dense predominantly 1.2 – 5.6 Tidal Flat- Not present in Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1679: Booster and Exhaust houses, Condensers and De-Tarrers, Gas Washers, Scrubbers, a Rack Cooler, Acid [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1683: dense nature, with the denser material generally being encountered at depth. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1734: Ground investigations at Warrenby Landfill encountered very dense slag to a depth of up to 7m [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf]]:14: buildings and structures is relatively dense on this part of the site and comprises conveyors, [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter J - LVIA - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter J - LVIA - Dec 2020.pdf]]:57:This provides a sense of openness for the residential receptors and respite from the dense urban [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf]]:50: The DTM was created using LiDAR 2m spatial resolution DTM data. Denser LiDAR data is [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:13: Tidal Flat Sand Medium dense predominantly 1.2 – 5.6 Tidal Flat- [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:21: Booster and Exhaust houses, Condensers and De-Tarrers, Gas Washers, Scrubbers, a Rack Cooler, Acid [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:25: dense nature, with the denser material generally being encountered at depth. [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:83: Ground investigations at Warrenby Landfill encountered very dense slag to a depth of up to 7m [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf|R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf]]:23: that are present (earth bunds, building structures and dense tree lines. [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis GI and Drainage.pdf|R-2021-0846-FFM-Arcadis GI and Drainage.pdf]]:4: 150mm AC32 Dense Macadam (100/150 Pen) [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis GI and Drainage.pdf|R-2021-0846-FFM-Arcadis GI and Drainage.pdf]]:4: 40mm AC10 Dense Macadam (100/150 Pen) [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis GI and Drainage.pdf|R-2021-0846-FFM-Arcadis GI and Drainage.pdf]]:4: 60mm AC20 Dense Macadam (100/150 Pen) [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:70: Very dense grey brown slightly clayey very sandy GRAVEL. Sand [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:47: Very dense grey brown slightly clayey very sandy GRAVEL. Sand [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf|R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf]]:7: - Air Cooled Condensers; [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf|R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf]]:16: Cooled Condensers (ACC); and the ammonia tank and fuel tank which are serviced from a shared [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf|R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf]]:24: Air Cooled Condenser Plans 1425_PL127 [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf|R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf]]:25: Air Cooled Condenser Elevations 1425_PL317 [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf|R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf]]:33: to create a dense grassland sward. This grassland will be tolerant of droughty and infertile conditions. [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf|R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf]]:42: Condensers (ACC) [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf|R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf]]:126: condenses to form small particles in the form of water droplets. A plume is defined as [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf|R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf]]:8: Salix sp. In the central part where the woodland was denser, the trees were predominantly Italian [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf|R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf]]:9:2.16 Scrub (A2.1 Dense/continuous scrub). Areas of scrub were present throughout the site, comprising [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf|R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf]]:13: Dense scrub Heathland and shrub - 1.206 ha Poor This habitat is described as follows (JBA [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf|R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf]]:25: Dense continuous scrub [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf|R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf]]:4: • Air cooled condenser [[this>Teesworks/Planning/R-2021-0943-CD/R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf|R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf]]:33: at least 30m away from any watercourse and will avoid key areas of woodland, dense scrub [[this>Teesworks/Planning/R-2021-0943-CD/R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf|R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf]]:164: with tall, dense annual stems. Stem growth is renewed Located on land within the [[this>Teesworks/Planning/R-2021-0943-CD/R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf|R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf]]:166: be an indicator of high copper conditions. In newly colonised areas it forms dense and stable [[this>Teesworks/Planning/R-2021-0943-CD/R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf|R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf]]:33: at least 30m away from any watercourse and will avoid key areas of woodland, dense scrub [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:70: Very dense grey brown slightly clayey very sandy GRAVEL. Sand [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:13: Tidal Flat Sand Medium dense predominantly 1.2 – 5.6 Tidal Flat- [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:21: Booster and Exhaust houses, Condensers and De-Tarrers, Gas Washers, Scrubbers, a Rack Cooler, Acid [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:25: dense nature, with the denser material generally being encountered at depth. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:83: Ground investigations at Warrenby Landfill encountered very dense slag to a depth of up to 7m [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:474: Very dense grey brown slightly clayey very sandy GRAVEL. Sand [[this>Teesworks/Planning/R-2021-0924-CD/R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf|R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf]]:71: and foraging habitats with dense vegetation in many places. However, no evidence [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 F. Geotechnical Risk Register.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 F. Geotechnical Risk Register.pdf]]:4: unacceptable settlement of foundations dense or hard ground. [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 F. Geotechnical Risk Register.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 F. Geotechnical Risk Register.pdf]]:4: and foundation construction. include non-intrusive methods to identified areas of dense or hard ground. [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-MG49340-U-All-04 - Constraints Plan.pdf|R-2023-0291-ESM-MG49340-U-All-04 - Constraints Plan.pdf]]:1: areas due to dense vegetation [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-MG49340-U-All-04 - Constraints Plan.pdf|R-2023-0291-ESM-MG49340-U-All-04 - Constraints Plan.pdf]]:1: Dense Vegetation [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-MG49340-U-All-04 - Constraints Plan.pdf|R-2023-0291-ESM-MG49340-U-All-04 - Constraints Plan.pdf]]:1: areas due to dense vegetation [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:25:found to a maximum depth of 4.35m bgl and comprised loose to medium dense grey to orange [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:26:comprised loose to medium dense red brown gravelly clay, gravels of slag, metal, brick and [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:35:  Made Ground is underlain by soft organic sandy silt or loose to medium dense sands [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-MG49340-U-All-03 - Constraints Plan.pdf|R-2023-0291-ESM-MG49340-U-All-03 - Constraints Plan.pdf]]:1: areas due to dense vegetation [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-MG49340-U-All-03 - Constraints Plan.pdf|R-2023-0291-ESM-MG49340-U-All-03 - Constraints Plan.pdf]]:1: areas due to dense vegetation [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-MG49340-U-All-01 - Constraints Plan.pdf|R-2023-0291-ESM-MG49340-U-All-01 - Constraints Plan.pdf]]:1: on Car Park areas due to footpaths due to width areas due to dense vegetation [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-MG49340-U-All-05 - Constraints Plan.pdf|R-2023-0291-ESM-MG49340-U-All-05 - Constraints Plan.pdf]]:1: areas due to dense vegetation [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-20230328 Green Lithium TS_RG_RF.pdf|R-2023-0291-ESM-20230328 Green Lithium TS_RG_RF.pdf]]:10: Sodium carbonate, Dense Soda Ash (Na2CO3) 68,000 102,000 [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:18:Dense Non-Aqueous Phase Liquid (DNAPL) was measured in SBA_AUK_BH110 in two of the three [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:18:Dense Non-Aqueous Phase Liquid (DNAPL) was measured in SBA_AUK_BH110 in two of the three [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:16:Dense Non-Aqueous Phase Liquid (DNAPL) was measured in BH110 in two of the three groundwater [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:19:Dense Non-Aqueous Phase Liquid (DNAPL) was identified resting at the base of the Made Ground on the [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:18:Dense Non-Aqueous Phase Liquid (DNAPL) was measured in SBA_AUK_BH110 in two of the three [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:204:occurrence across the survey area has also increased. Brittlestars can occur in very dense beds on [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:289:at Bran Sands South and areas downstream. The densest populations at North Tees Mudflat are those of [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:410:high level lighting masts and floodlighting. Urban conurbations and transport corridors are also densely [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:412:commercial development, urban conurbations and dense tree belts (often alongside main road corridors). [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:419:extensive and elevated panoramic views that encompass coastal margins, farmland, dense urban [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:419:knoll of land. Outward views are limited by surrounding dense vegetation. The most open aspect, and [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:481:Dense subtidal aggregations of tubes created by S. spinulosa may form biogenic reefs that can stabilise [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:97:three transects (8,9,11) were each surveyed three times to create a denser dataset from which to [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:191: Loose to medium dense grey brown [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:258: Medium dense laminated black, dark grey and grey-brown silty fine [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:204:occurrence across the survey area has also increased. Brittlestars can occur in very dense beds on [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:289:at Bran Sands South and areas downstream. The densest populations at North Tees Mudflat are those of [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:410:high level lighting masts and floodlighting. Urban conurbations and transport corridors are also densely [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:412:commercial development, urban conurbations and dense tree belts (often alongside main road corridors). [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:419:extensive and elevated panoramic views that encompass coastal margins, farmland, dense urban [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:419:knoll of land. Outward views are limited by surrounding dense vegetation. The most open aspect, and [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:481:Dense subtidal aggregations of tubes created by S. spinulosa may form biogenic reefs that can stabilise [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:299: Heavy lifting cranes will be more prominent with the crane tower structure appearing more visually ‘dense’ than the open [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:301:Existing View View from a public open space on an elevated knoll of land, partially enclosed by dense vegetation on the banked margins. A viewing platform within the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:304: limited. Proposed features will appear similar in character and visually integrate with existing, dense clustering of [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:305: character and visually integrate with existing, dense clustering of numerous stacks, silos, pylons and buildings seen [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:306: will be prominent with the crane tower structure appearing more visually ‘dense’ than the open latticed crane arm that [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:309:Existing View An attractive elevated view to the north and west across a foreground of rolling arable fields defined by dense, tall hedgerows and woodland. The location is [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:204:occurrence across the survey area has also increased. Brittlestars can occur in very dense beds on [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:289:at Bran Sands South and areas downstream. The densest populations at North Tees Mudflat are those of [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:410:high level lighting masts and floodlighting. Urban conurbations and transport corridors are also densely [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:412:commercial development, urban conurbations and dense tree belts (often alongside main road corridors). [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:419:extensive and elevated panoramic views that encompass coastal margins, farmland, dense urban [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:419:knoll of land. Outward views are limited by surrounding dense vegetation. The most open aspect, and [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:481:Dense subtidal aggregations of tubes created by S. spinulosa may form biogenic reefs that can stabilise [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 4_Metocean survey report.pdf|R-2020-0684-ESM-Appendix 4_Metocean survey report.pdf]]:10:three transects (8,9,11) were each surveyed three times to create a denser dataset from which to [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:14:occurrence across the survey area has also increased. Brittlestars can occur in very dense beds on [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf|R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf]]:1: Heavy lifting cranes will be more prominent with the crane tower structure appearing more visually ‘dense’ than the open [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf|R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf]]:3:Existing View View from a public open space on an elevated knoll of land, partially enclosed by dense vegetation on the banked margins. A viewing platform within the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf|R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf]]:6: limited. Proposed features will appear similar in character and visually integrate with existing, dense clustering of [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf|R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf]]:7: character and visually integrate with existing, dense clustering of numerous stacks, silos, pylons and buildings seen [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf|R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf]]:8: will be prominent with the crane tower structure appearing more visually ‘dense’ than the open latticed crane arm that [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf|R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf]]:11:Existing View An attractive elevated view to the north and west across a foreground of rolling arable fields defined by dense, tall hedgerows and woodland. The location is [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:61: Loose to medium dense grey brown [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Officer Report 0684.pdf|R-2020-0684-ESM-Officer Report 0684.pdf]]:73:surrounding dense vegetation. The most open aspect, and focus of the view, [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_26. Offshore disposal of dredged material.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_26. Offshore disposal of dredged material.pdf]]:4:Dense subtidal aggregations of tubes created by S. spinulosa may form biogenic reefs that can stabilise [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf]]:20:at Bran Sands South and areas downstream. The densest populations at North Tees Mudflat are those of [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:12: Medium dense laminated black, dark grey and grey-brown silty fine [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf]]:14:high level lighting masts and floodlighting. Urban conurbations and transport corridors are also densely [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf]]:16:commercial development, urban conurbations and dense tree belts (often alongside main road corridors). [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf]]:23:extensive and elevated panoramic views that encompass coastal margins, farmland, dense urban [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf]]:23:knoll of land. Outward views are limited by surrounding dense vegetation. The most open aspect, and [[this>Teesworks/Planning/R-2021-0268-CD/R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf|R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf]]:39: densely compacted throughout). [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:339: Pre-WWII mapping (1938) associated with the Study Site shows that it was located within a densely developed and [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:343: 7.00m to 11.30m Sand Medium dense grey brown clayey SAND. Sand is fine to medium [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:343: 0.10m to 8.70m Sand Loose to medium dense grey silty SAND with interbeds of dark grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:347: The CS mapping prior to WWII (1938) shows that the Study Site was located within a densely developed and [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:321: Pre-WWII mapping (1938) associated with the Study Site shows that it was located within a densely developed and [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:325: 7.00m to 11.30m Sand Medium dense grey brown clayey SAND. Sand is fine to medium [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:325: 0.10m to 8.70m Sand Loose to medium dense grey silty SAND with interbeds of dark grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:329: The CS mapping prior to WWII (1938) shows that the Study Site was located within a densely developed and [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:50:Neither (light) LNAPL or (dense) DNAPL has been identified at a measurable thickness in any of the [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:150: MADE GROUND: Dense grey slightly sandy slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:159: 0.10 - 0.50 D MADE GROUND: Very dense grey sandy GRAVEL and [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:159: MADE GROUND: Medium dense dark grey-black [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:164: MADE GROUND: Medium dense dark grey slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:164: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:170: MADE GROUND: Medium dense light grey very gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:170: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:170: MADE GROUND: Loose to medium dense grey gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:171: 0.20 - 0.70 LB MADE GROUND: Loose to medium dense grey sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:171: MADE GROUND: Loose to medium dense slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:171: MADE GROUND: Medium dense grey slightly sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:171: MADE GROUND: Loose to medium dense slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:173: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:173: Below 2.5m: Medium dense [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:174: 0.05 MADE GROUND: Dense dark grey fine grained sinter [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:174: MADE GROUND: Loose becoming medium dense very [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:176: 0.05 MADE GROUND: Medium dense dark grey fine and [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:176: MADE GROUND: Loose to medium dense light brownish [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:177: MADE GROUND: Medium dense dark grey sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:177: Below 1.7m: Medium dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:177: MADE GROUND: Dense dark orange brown sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:177: Below 2.2m: Very dense/dense [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:177: MADE GROUND: Medium dense grey black white sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:178: MADE GROUND: Loose to medium dense dark grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:178: MADE GROUND: Loose to medium dense light grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:179: 0.02 MADE GROUND: Medium dense dark grey/black sinter [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:179: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:180: MADE GROUND: Loose becoming medium dense grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:180: MADE GROUND: Loose locally dense grey slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:181: MADE GROUND: Loose to medium dense grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:182: MADE GROUND: Medium dense dark brownish grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:182: MADE GROUND: Loose locally medium dense grey very [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:183: MADE GROUND: Loose to medium dense light [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:184: MADE GROUND: Medium dense dark grey sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:184: MADE GROUND: Medium dense light grey sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:184: MADE GROUND: Medium dense brownish grey sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:185: MADE GROUND: Loose to medium dense dark grey/ [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:186: MADE GROUND: Medium dense light brownish grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:186: MADE GROUND: Medium dense grey very sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:187: MADE GROUND: Dense dark grey / black coarse sand [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:187: At Om: Dense material. Pit located on an area used by heavy plant. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:187: MADE GROUND: Loose to medium dense light grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:187: MADE GROUND: Medium dense dark grey slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:188: MADE GROUND: Medium dense greyish brown gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:188: MADE GROUND: Medium dense grey very gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:189: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:189: MADE GROUND: Medium dense light grey gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:189: Below 1.0m: compacted slag, very dense, slow dig [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:189: MADE GROUND: Loose to medium dense yellowish [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:190: Below 0.5m: Becoming medium dense [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:190: MADE GROUND: Loose to medium, dense grey sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:192: MADE GROUND: Grass over TOPSOIL: medium dense [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:192: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:192: Very dense [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:193: MADE GROUND: Grass over TOPSOIL: Medium dense [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:193: MADE GROUND: Medium dense grey very gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:193: Very dense, compacted [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:202: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:204: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:204: MADE GROUND: Medium dense grey gravelly clayey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:205: MADE GROUND: Grass over TOPSOIL: Medium dense [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:207: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:207: Very dense 1 [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:209: MADE GROUND: Medium dense, locally dense, dark [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:209: Dense [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:211: MADE GROUND: Dense brownish grey slightly gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:212: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:213: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:213: Very dense. 1 [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:214: MADE GROUND: Dense very gravelly SAND with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:215: MADE GROUND: Dense brownish grey, very gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:215: Very dense [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:218: MADE GROUND: Medium dense light brownish grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:222: MADE GROUND: Medium dense grey sandy GRAVEL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:222: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:225: MADE GROUND: Medium dense grey gravelly SAND [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:225: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:226: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:227: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:227: From 0.3m: Very dense. Excavation slowed. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:228: From 0.4m: Very dense layer approximately 0.3m thick compacted [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:229: MADE GROUND: Medium dense becoming loose grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:229: From 0.5m: Very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:230: MADE GROUND: Very dense grey gravelly SAND with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:230: 1.50 ES From 0.8m: Very dense material, very slow excavation. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:232: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:233: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:234: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:235: MADE GROUND: Dense dark grey gravelly SAND with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:235: MADE GROUND: Medium dense yellowish brown and [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:237: MADE GROUND: Grass over; medium dense brown [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:237: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:238: MADE GROUND: Medium dense, locally loose grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:240: MADE GROUND: Medium dense dark grey SAND & [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:242: MADE GROUND: Grass over medium dense dark grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:242: Very dense [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:243: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:243: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:244: MADE GROUND: Medium dense brownish grey gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:244: MADE GROUND: Medium dense dark grey gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:247: MADE GROUND: Grass over loose to medium dense [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:250: MADE GROUND: Medium dense grey very gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:252: MADE GROUND: Very dense grey and brownish grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:254: MADE GROUND: Medium dense dark grey very gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:254: Dense compacted slag [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:256: MADE GROUND: Grass over medium dense dark grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:258: MADE GROUND: Medium dense, brown very gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:258: MADE GROUND: Medium dense becoming dense with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:260: MADE GROUND: Medium dense brown very gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:260: MADE GROUND: Medium dense greyish brown sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:264: MADE GROUND: Medium dense brownish grey slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:265: MADE GROUND: Medium dense dark grey slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:266: MADE GROUND: Loose to medium dense slightly silty [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:267: 0.20 - 0.30 ES MADE GROUND: Dense to very dense brownish grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:268: MADE GROUND: Medium dense light grey sandy fine to [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:268: MADE GROUND: Medium dense light grey sandy fine to [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:270: MADE GROUND: Loose to medium dense blueish grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:271: MADE GROUND: Medium dense greyish brown very [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:271: MADE GROUND: Medium dense yellow SAND with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:272: MADE GROUND: Medium dense to dense very gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:273: MADE GROUND: Loose to medium dense greyish [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:273: MADE GROUND: Medium dense brownish grey very [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:273: MADE GROUND: Dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:274: MADE GROUND: Medium dense, greyish brown very [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:275: MADE GROUND: Medium dense light brownish grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:275: MADE GROUND: Dense brownish grey slightly sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:276: MADE GROUND: Medium dense greyish brown very [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:276: MADE GROUND: Dense to very dense grey slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:277: MADE GROUND: Medium dense to very dense light [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:277: MADE GROUND: Dense to very dense greyish brown [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:278: MADE GROUND: Slag rubble over medium dense [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:278: MADE GROUND: Dense slightly browning grey slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:278: Very dense with medium boulder content [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:278: MADE GROUND: Medium dense orangish yellow SAND [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:279: MADE GROUND: Medium dense to very dense [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:281: MADE GROUND: Medium dense to dense grey very [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:281: MADE GROUND: Dense to very dense grey very sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:282: MADE GROUND: Medium dense dark brown slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:282: angular to subrounded of slag, dark blue dense slag. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:282: Becoming medium dense to dense, blueish grey/brown very gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:282: Becoming dense to very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:282: MADE GROUND: Medium dense to dense black very [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:285: MADE GROUND: Loose to medium dense sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:286: MADE GROUND: Medium dense brown very sandy fine [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:286: MADE GROUND: Very dense grey slightly sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:288: MADE GROUND: Dense to very dense brownish grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:288: MADE GROUND: Dense brownish grey sandy GRAVEL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:288: MADE GROUND: Dense brownish grey very sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:289: MADE GROUND: Loose to medium dense, dark brown [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:289: MADE GROUND: Dense greyish brown very sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:290: MADE GROUND: Dense to very dense brownish grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:292: 0.02 ES 0.05 MADE GROUND: Loose to medium dense light grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:292: MADE GROUND: Medium dense to dense, sandy fine to [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:292: MADE GROUND: Loose to medium dense, dark brown [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:293: MADE GROUND: Loose to medium dense, greyish [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:294: MADE GROUND: Medium dense brownish red and [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:295: MADE GROUND: Loose to medium dense, greyish [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:297: MADE GROUND: Very dense, light grey continuous [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:297: MADE GROUND: Loose to medium dense dark brown to [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:298: MADE GROUND: Medium dense greyish brown very [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:299: MADE GROUND: Medium dense dark brown silty [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:299: MADE GROUND: Dense dark brownish grey, slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:300: MADE GROUND: Loose to medium dense, sandy fine to [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:301: MADE GROUND: Medium dense brown very sandy fine [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:301: MADE GROUND: Very dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:302: MADE GROUND: Loose to medium dense red and grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:304: MADE GROUND: Loose to medium dense brownish [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:305: MADE GROUND: Medium dense brown very sandy fine [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:305: MADE GROUND: Dense grey slightly sandy fine to [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:306: MADE GROUND: Medium dense to dense, grey sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:307: MADE GROUND: Dense to very dense light grey sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:308: MADE GROUND: Loose to medium dense, red very [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:308: MADE GROUND: Loose to medium dense white slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:308: MADE GROUND: Loose to medium dense red slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:308: MADE GROUND: Loose to medium dense white slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:308: MADE GROUND: Loose to medium dense red slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:308: MADE GROUND: Loose to medium dense, dark brown [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:328: Loose becoming medium dense brown slightly clayey slightly gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:329: Loose becoming medium dense brown slightly clayey slightly gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:329: Medium dense brown slightly clayey SAND with fragments of shell. Sand [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:330: 2.00-2.45 CB4 N25 at c.2.00m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:330: 4.00-4.45 C N36 at c.4.00m BGL ... dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:330: Medium dense grey brown clayey SAND. Sand is fine to medium. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:331: Medium dense grey brown clayey SAND. Sand is fine to medium. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:333: MADE GROUND (Very dense brown red gravel and cobbles. Gravel is [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:333: 6.10-6.50 SB12 N18 Medium dense brown clayey slightly sandy slightly gravelly SILT. Sand is [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:334: 8.00-8.50 SB17 N18 Medium dense brown grey very silty slightly gravelly SAND with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:335: 16.00-16.50 B33 Medium dense brown grey very silty slightly gravelly SAND with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:345: 1.50 PID 1.4ppm from c.1.50m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:345: 3.50 PID 1.3ppm 5.246 3.70 at c.3.30m BGL ... dense clayey very sandy gravel with medium cobble [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:345: 4.40 J9 Medium dense becoming dense brown slightly gravelly SAND with shell [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:346: 8.00-8.50 B17 Medium dense becoming dense brown slightly gravelly SAND with shell [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:346: 8.70 J18 Medium dense grey clayey gravelly SAND with clay pockets. Sand is fine [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:346: 12.00 J24 Medium dense grey brown silty gravelly SAND with occasional interbeds [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:347: Medium dense grey brown silty SAND. Sand is fine to coarse. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:348: Medium dense grey brown silty SAND. Sand is fine to coarse. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:351: 2.00 PID 9.8ppm from c.2.00m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:351: 3.00 PID 1.3ppm at c.3.00m BGL ... very dense/possible cobble obstruction. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:351: 4.00 CB8 1/1.26 at c.4.00m BGL ... very dense/possible cobble obstruction. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:351: 4.90 B10 3.1ppm from c.5.00m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:353: 1.60 PID 0.2ppm MADE GROUND (Medium dense brown black sandy gravel with low [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:353: 4.00 PID 7.1ppm MADE GROUND (Loose becoming medium dense brown black [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:354: MADE GROUND (Loose becoming medium dense brown black [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:354: Medium dense brown grey red clayey/silty slightly gravelly SAND. Sand is [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:355: 2.00 PID 1.0ppm from c.2.00m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:355: 6.00-6.45 SJ18 N22 Medium dense grey brown slightly gravelly SAND. Gravel is fine to [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:355: Medium dense grey brown clayey slightly gravelly SAND. Sand is fine to [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:356: 8.00 B23 Medium dense grey brown clayey slightly gravelly SAND. Sand is fine to [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:358: 1.30 CJ3 1/2.10 from c.1.30m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:358: Dense becoming medium dense brown slightly clayey gravelly SAND [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:359: 8.00 SJ17 N25 Dense becoming medium dense brown slightly clayey gravelly SAND [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:359: from c.8.00m BGL ... medium dense. Clayey gravelly sand. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:372: 1.20 CJ4 1/3.20 from c.1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:373: 1.20-1.65 CJ4 1/4.50 from c.1.20m BGL ... very dense/ obstructions. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:373: 3.00-3.45 SJ8 N29 at c.3.00m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:373: 4.00 S 1/1.00 at c.4.00m BGL ... very dense/ obstruction. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:373: 5.00-5.45 CJ12 N36 at c.5.00m BGL ... dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:373: 5.50 J13 1.0ppm Medium dense becoming dense brown slightly clayey gravelly SAND with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:374: 8.00-8.50 B19 Medium dense becoming dense brown slightly clayey gravelly SAND with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:383: 1.20 CJ3 1/3.20 from 1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:383: 3.30 J7 Dense brown slightly clayey SAND. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:384: Dense brown slightly clayey SAND. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:385: 1.20-1.65 CJ3 N38 from 1.20m BGL ... dense to very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:385: 4.40 J10 0.2ppm Medium dense brown slightly clayey SAND. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:385: Medium dense brown very clayey/silty SAND with occasional grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:386: Medium dense brown very clayey/silty SAND with occasional grey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:386: 15.00-15.45 SJ32 N35 at c.15.00m BGL ... dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:393:1.80 B4 Slag content is 75-100%. Slag is vesicular. Densely compacted/fused [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:456:1.50 PID <0.1ppm at c.1.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:456:2.70-4.20 SL3(SS) MADE GROUND (Very dense grey dark grey slightly sandy [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:456:4.00 J15(SL3) Dense yellow brown SAND with occasional fragments of bivalve [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:456: at c.6.00m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:457:10.20-11.70 SL8(SS) Medium dense yellow brown slightly silty slightly gravelly SAND [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:477:3.50 PID <0.1ppm at c.2.70m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:477:4.20-5.70 SL4(SS) Medium dense to dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:477:7.20-8.70 SL6(SS) at c.7.20m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:478:7.95-8.70 B24(SL6) Medium dense to dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:478:8.70-10.20 SL7(SS) Medium dense yellow brown occasionally multicolored gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:478:10.20-11.70 SL8(SS) Medium dense yellow brown slightly gravelly SAND with rare [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:498:1.00 J8(SL1) MADE GROUND (Very dense blue light grey clayey sand and [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:498: at c.2.70m BGL ... dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:498:3.00 PID <0.1ppm Dense yellow brown SAND with occasional fragments of shell. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:499:7.95-8.70 B32(SL6) Dense yellow brown SAND with occasional fragments of shell. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:514:2.00 PID 0.3ppm at c.1.20m BGL ... medium dense and dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:514:2.50 ES5 at c.2.70m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:514:2.50 PID <0.1ppm Dense to very dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:514:7.20-8.70 SL6(SS) from c.7.20m BGL ... dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:515:8.00 J33(SL6) Dense to very dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:530:0.50 ES2 Loose becoming medium dense to dense yellow brown slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:530:2.70-4.20 SL3(SS) at c.2.70m BGL ... medium dense gravelly sand. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:530:4.20-5.70 SL4(SS) at c.4.20m BGL ... dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:530:5.70-7.20 SL5(SS) at c.5.70m BGL ... dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:530:7.20-8.70 SL6(SS) at c.7.20m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:531:7.95 J25(SL6) Loose becoming medium dense to dense yellow brown slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:531: at c.8.70m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:531:10.20 S N25 at c.10.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:546:2.70-4.20 SL3(SS) at c.2.70m BGL ... very dense/possible obstruction. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:546: Medium dense grey silty SAND. Sand is fine to medium. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:546:7.20-8.70 SL6(SS) Dense to very dense yellow brown slightly silty slightly gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:547:7.95-8.70 B18(SL6) Dense to very dense yellow brown slightly silty slightly gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:547:11.70-13.20 SL9(SS) Dense to very dense dark grey brown slightly silty very gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:563:2.30 J12(SL2) at c.1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:563:3.00 J13(SL3) at c.2.70m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:563:4.20-5.70 SL4(SS) 3.58 4.40 at c.4.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:563:5.40-5.70 B36(SL4) Medium dense dark brown grey slightly silty SAND with rare [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:564:7.95 J20(SL6) Medium dense dark brown grey slightly silty SAND with rare [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:564:11.70-13.20 SL9(SS) Very dense dark brown grey slightly silty slightly gravelly SAND [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:564:13.20-14.70 SL10(SS) Very dense grey slightly silty gravelly SAND with medium cobble [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:583: at c.1.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:583:4.20-5.70 SL4(SS) MADE GROUND (Medium dense grey brown sand and gravel. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:583:5.50 PID <0.1ppm Dense yellow brown slightly gravelly SAND with occasional shell [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:584:10.20-11.70 SL9(SS) Medium dense becoming dense yellow brown slightly gravelly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:603:0.50-1.20 B10(SL1) at c.1.20m BGL ... dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:603:2.00 ES4 at c.2.70m BGL ... medium dense with high cobble content. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:603: at c.4.20m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:603:5.70-7.20 SL4(SS) 2.85 5.90 MADE GROUND (Very dense brown grey slightly sandy gravel [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:603:7.20-8.70 SL5(SS) MADE GROUND (Medium dense dark grey brown slightly clayey [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:604:12.20 PID <0.1ppm from c.12.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:618:4.00 PID <0.1ppm at c.4.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:618:4.20 S N12 Medium dense to dense yellow brown slightly gravelly SAND with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:618:7.20-8.70 SL6(SS) at c.7.20m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:619:7.95-8.45 B26(SL6) Medium dense to dense yellow brown slightly gravelly SAND with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:619:8.70-10.20 SL7(SS) at c.8.70m BGL ... dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:619:10.20-11.70 SL8(SS) at c.10.20m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:619:11.70-13.20 SL9(SS) at c.11.70m BGL ... dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:638: at c.1.20m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:638:2.70-4.20 SL3(SS) at c.2.70m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:638:4.20-5.70 SL4(SS) at c.4.20m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:638:5.70-7.20 SL5(SS) Very dense dark brown grey slightly silty slightly gravelly SAND [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:638:7.20-8.70 SL6(SS) from c.7.20m ... dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:639:8.70-10.20 SL7(SS) at c.8.70m BGL ... dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:639:10.20-11.30 B27(SL8) Very dense brown grey silty slightly gravelly SAND with rare [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:656:1.00 ES3(SL1) at c.1.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:656:4.20-5.70 SL4(SS) at c.4.20m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:656:5.00 PID <0.1ppm Loose to medium dense light grey brown clayey SAND with rare [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:657:7.90 J30(SL6) Loose to medium dense light grey brown clayey SAND with rare [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:657:8.70-10.20 SL7(SS) Medium dense dark grey brown gravelly SAND with rare [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:657:10.20-11.70 SL8(SS) Medium dense dark grey brown silty slightly gravelly SAND with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:675:1.20-2.70 SL2(SS) MADE GROUND (Medium dense dark grey gravel and cobbles. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:675:2.60 J9(SL2) Medium dense light brown slightly silty gravelly SAND with rare [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:675:6.80 J20(SL5) Loose becoming medium dense dark grey brown silty slightly [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:676:7.90-8.70 B25(SL6) Medium dense light grey brown silty gravelly SAND with rare [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:676:13.20-14.70 SL10(SS) Dense light grey brown silty gravelly SAND. Sand is fine to [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:694:1.00 J9(SL1) MADE GROUND (Medium dense grey brown slightly clayey sand [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:694:7.20-8.70 SL6(SS) Medium dense to dense yellow brown very silty SAND with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:695:7.95-8.70 B29(SL6) Medium dense to dense yellow brown very silty SAND with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:706:1.20-2.70 SL2(SS) MADE GROUND (Medium dense black silty very sandy gravel [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:706:4.50-4.80 ES18(SL4) Medium dense black brown silty SAND with occasional [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:707:7.95-8.70 B29(SL6) Medium dense black brown silty SAND with occasional [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:707:8.70-10.20 SL7(SS) Medium dense yellow brown silty SAND with pockets of soft [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:707: Medium dense yellow brown silty SAND with occasional pockets [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:719:2.00 J11(SL2) MADE GROUND (Dense black clayey very sandy gravel with low [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:719:4.00 J16(SL3) MADE GROUND (Dense blue light grey very sandy gravel with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:719:5.20-5.40 ES21(SL4) Medium dense yellow brown slightly gravelly SAND with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:720:7.95-8.70 B30(SL6) Medium dense yellow brown slightly gravelly SAND with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:720:10.20-11.70 SL8(SS) at c.10.20m BGL ... dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:729:5.70 PID <0.1ppm Loose to medium dense brown dark brown clayey SAND with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:729:6.50 J31(SL5) at c.5.70m BGL ... dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:730:7.95-8.70 B36(SL6) Loose to medium dense brown dark brown clayey SAND with [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:739:0.75-1.20 SL1(SS) at c.1.20m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:739:2.20-2.70 B12(SL2) (2.20) at c.2.70m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:739: at c.4.20m BGL ... very dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:739:6.50 J27(SL5) at c.5.70m BGL ... medium dense. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:739:7.20-8.70 SL6(SS) Medium dense yellow grey brown silty SAND with occasional [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:740:7.95-8.70 B31(SL6) Medium dense yellow grey brown silty SAND with occasional [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:740: Loose to medium dense yellow brown SAND with occasional [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:812:LNAPL / DNAPL Light Non-Aqeuous Phase Liquid / Dense Non-Aqueous Phase Liquid [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:13: Tidal Flat Sand Medium dense predominantly 1.2 – 5.6 Tidal Flat- [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:21: Booster and Exhaust houses, Condensers and De-Tarrers, Gas Washers, Scrubbers, a Rack Cooler, Acid [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:25: dense nature, with the denser material generally being encountered at depth. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:83: Ground investigations at Warrenby Landfill encountered very dense slag to a depth of up to 7m [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:47: Very dense grey brown slightly clayey very sandy GRAVEL. Sand [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:70: Very dense grey brown slightly clayey very sandy GRAVEL. Sand [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf|R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf]]:8:to the dense vegetation of the swamp it [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf|R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf]]:10:The swamp is in the latter stages of succession, being dominated by dense common reed and bulrush, [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 2 Project Description.pdf|R-2020-0411-FFM-Chapter 2 Project Description.pdf]]:2: the site at Marsh Farm on the western edge of Warrenby. The closest more densely populated [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 2 Project Description.pdf|R-2020-0411-FFM-Chapter 2 Project Description.pdf]]:7: • solid/dense plastics and packaging, and [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 2 Project Description.pdf|R-2020-0411-FFM-Chapter 2 Project Description.pdf]]:12: Air Cooled Condenser [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 2 Project Description.pdf|R-2020-0411-FFM-Chapter 2 Project Description.pdf]]:12:2.4.47 The purpose of the air-cooled condenser (ACC) is to condense the steam exhausted from the [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 2 Project Description.pdf|R-2020-0411-FFM-Chapter 2 Project Description.pdf]]:15: system comprising the boiler, turbine, condensers and associated pipe work would be a closed [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 2 Project Description.pdf|R-2020-0411-FFM-Chapter 2 Project Description.pdf]]:21: stacks, steam turbine and air-cooled condensers. These items would also be modularised as far [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Non Technical Summary.pdf|R-2020-0411-FFM-Non Technical Summary.pdf]]:4: the Application Site at Marsh Farm on the western edge of Warrenby. The closest more densely [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 3 Needs and Alternatives - formatted.pdf|R-2020-0411-FFM-Chapter 3 Needs and Alternatives - formatted.pdf]]:8: • Air cooled condensers; [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf|R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf]]:13: the Application Site at Marsh Farm on the western edge of Warrenby. The closest more densely [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf|R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf]]:17: • solid/dense plastics and packaging, and [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf|R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf]]:22: Air Cooled Condenser [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf|R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf]]:22:3.1.47 The purpose of the air-cooled condenser (ACC) is to condense the steam exhausted from the [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf|R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf]]:25: system comprising the boiler, turbine, condensers and associated pipe work would be a closed [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf|R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf]]:32: stacks, steam turbine and air-cooled condensers. These items would also be modularised as far [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf|R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf]]:35: closest more densely populated areas to the development are located approximately 3 km to the [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 7.2 Ecology PEA.pdf|R-2020-0411-FFM-Appendix 7.2 Ecology PEA.pdf]]:12:A2.1 Scrub - dense/continuous 173 [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf|R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf]]:18: In the northern zone, development is more densely laid out, with the Redcar Coke Ovens and [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf|R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf]]:23: Tees Bay industrial site, comprised of a dense collection of [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf|R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf]]:25: York Moors grassland. Dense woodlands rise into view with the [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf|R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf]]:25: boundaries, connecting to larger areas of dense woodland. [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf|R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf]]:25:6.3.38 The more densely populated areas are located approximately 3km to the south east of the [[this>Teesworks/Planning/R-2022-0176-CD/R-2022-0176-CD-2015-10 Section 36 Consent (Conditions) (12).pdf|R-2022-0176-CD-2015-10 Section 36 Consent (Conditions) (12).pdf]]:2: (d) air cooled condensers; [[this>Teesworks/Planning/R-2022-0176-CD/R-2022-0176-CD-2015-10 Section 36 Consent (Conditions) (12).pdf|R-2022-0176-CD-2015-10 Section 36 Consent (Conditions) (12).pdf]]:15: Condition (40) no trees, hedges, scrub or dense vegetation shall [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-VOL 2 CHAPTER H.pdf|R-2020-0819-ESM-VOL 2 CHAPTER H.pdf]]:26: expected to vary from low bearing capacity and high compressibility in places t o dense slag [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF]]:14: buildings and structures is relatively dense on this part of the site and comprises conveyors, [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF]]:49: The DTM was created using LiDAR 2m spatial resolution DTM data. Denser LiDAR data is [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF]]:15: buildings and structures is relatively dense on this part of the site and comprises conveyors, [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter L - LVIA - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter L - LVIA - Dec 2020.PDF]]:28: generally dense, with the housing comprising mostly of semi-detached properties from the [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF]]:13:sp. In the central part where the woodland becomes denser the trees are predominantly Italian Alder, [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter L - LVIA - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter L - LVIA - Dec 2020.PDF]]:57:This provides a sense of openness for the residential receptors and respite from the dense urban [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:15: Medium dense slightly to very [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:15: Superficial: Very loose to locally dense gravelly fine to coarse organic SAND [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:16: Dense fine to coarse SAND with shell fragments [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:16: Tidal Flat Deposits Dense to very dense slightly gravelly fine to coarse SAND [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:53: MADE GROUND: Loose to medium dense grey slightly sandy gravel of angular slag. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:53: MADE GROUND: Loose to medium dense brownish grey very sandy very cobbly angular gravel of [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:55: MADE GROUND: Greyish brown medium dense very sandy GRAVEL with occasional angular [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:57: MADE GROUND: Reddish to purplish grey dense grey fine to coarse very sandy, fine to coarse [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:57: MADE GROUND: Beige and grey medium dense slightly sandy medium to coarse sub-rounded to [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:57: MADE GROUND: Brown medium dense to coarse slightly sandy medium to coarse GRAVEL with [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:63: 1.80 D PID = 1.6ppm dense [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:68: 0.30 D PID = 0.2ppm coarse of slag. Sand is coarse. Assessed as dense [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:69: Medium dense yellowish brown slightly gravelly silty fine to [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:70: Medium dense brown mottled grey and black slightly gravelly [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:70: 7,13,10,14 From 10.50m bgl: Becomes locally dense and very [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:76: Medium dense locally dense yellowish brown mottled grey [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:83: Dense yellowish brown mottled dark grey fine to medium [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:83: 7.00- 7.10 D Dense yellowish brown slightly gravelly fine to coarse silty [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:83: Dense yellowish brown slightly gravelly fine to coarse silty [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:88: 4.00 PID = 2.1ppm Medium dense yellowish brown mottled black slightly [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:89: 7.60- 8.10 B 9,10,10,10 From 7.50m bgl: Becomes dense. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:89: 9.10- 9.70 B 10,15 for From 9.00m bgl: Becomes very dense. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:95: Medium dense light brown fine to coarse silty SAND with [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:96: Medium dense dark brown mottled light brown locally clayey [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:101: 7,8/ Dense locally very dense light brown fine to coarse SAND [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:109: 2,3/ From 7.50m bgl: Becomes dense locally very dense. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:110: 4,8,11,14 From 12.00m bgl: Becomes dense. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:114: Medium dense yellowish brown mottled dark grey slightly [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:115: 7.60- 9.00 B 75mm From 7.50m bgl: Becomes very dense. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:123: Dense black mottled brown fine to medium SAND [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:124: Dense light brown slightly gravelly fine to coarse SAND with [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:124: From 12.00m bgl: Becomes very dense. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:124: Very dense light brown slightly gravelly fine to medium silty [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:124: Very dense dark brown very gravelly fine to coarse SAND [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:131: Medium dense light brown mottled grey slightly clayey [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:131: 6.00 ES SPT(S) N=20 Medium dense light brown mottled grey fine to coarse SAND [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:131: 9.60 ES Very dense light brown mottled dark brown very gravelly fine [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF]]:14: buildings and structures is relatively dense on this part of the site and comprises conveyors, [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter L - LVIA - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter L - LVIA - Dec 2020.PDF]]:28: generally dense, with the housing comprising mostly of semi-detached properties from the [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020(1).PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020(1).PDF]]:18: site, however the dense covering of Floating Pennywort Hydrocotyle ranunculoides, across the [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:13: Tidal Flat Sand Medium dense predominantly 1.2 – 5.6 Tidal Flat- [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:21: Booster and Exhaust houses, Condensers and De-Tarrers, Gas Washers, Scrubbers, a Rack Cooler, Acid [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:25: dense nature, with the denser material generally being encountered at depth. [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:83: Ground investigations at Warrenby Landfill encountered very dense slag to a depth of up to 7m [[this>Teesworks/Planning/R-2023-0227-CD/R-2023-0227-CD-227707TORLAPDOC012_Landscape_Maintenance_Report.pdf|R-2023-0227-CD-227707TORLAPDOC012_Landscape_Maintenance_Report.pdf]]:12: shoots will be promoted to achieve dense bushy growth throughout the [[this>Teesworks/Planning/R-2023-0227-CD/R-2023-0227-CD-227707TORLAPDOC012_Landscape_Maintenance_Report.pdf|R-2023-0227-CD-227707TORLAPDOC012_Landscape_Maintenance_Report.pdf]]:13: to maintain even dense growth. [[this>Teesworks/Planning/R-2023-0227-CD/R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf|R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf]]:9: condenser, stack, fuel oil, fire fighting water tank, standby diesel generator, [[this>Teesworks/Planning/R-2023-0227-CD/R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf|R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf]]:9: air cooled condenser building, incinerator bottom ash building, air pollution [[this>Teesworks/171019South-Tees-Master-Plan-19-Nov-17.pdf|171019South-Tees-Master-Plan-19-Nov-17.pdf]]:32: is more densely laid out, with the Redcar Coke Ovens is contained by SSI Redcar, the Bran Sands Lagoon, [[this>Teesworks/171019South-Tees-Master-Plan-19-Nov-17.pdf|171019South-Tees-Master-Plan-19-Nov-17.pdf]]:68:such as Wilton International. The Master Plan will enable assessed energy demands of the densely developed, enhancement and protection of existing habitats, and, strategy. Smart, rather than expensive solutions should [[this>Teesworks/171019South-Tees-Master-Plan-19-Nov-17.pdf|171019South-Tees-Master-Plan-19-Nov-17.pdf]]:78:the development of the STDC area will be established. support industries. Alternatively, it lends itself to clustering the realisation of a dense development layout and the planned for inclusion in the long term proposals. [[this>Teesworks/171019South-Tees-Master-Plan-19-Nov-17.pdf|171019South-Tees-Master-Plan-19-Nov-17.pdf]]:78: The energy theme is further reinforced in this zone by the of a dense array of manufacturing support industries [[this>Teesworks/171019South-Tees-Master-Plan-19-Nov-17.pdf|171019South-Tees-Master-Plan-19-Nov-17.pdf]]:78:of confidence that dense industrial development on require the removal of the CLE 31 landform. There has of the site to the existing British Steel operations, the management body for long-term stewardship. [[this>Teesworks/171019South-Tees-Master-Plan-19-Nov-17.pdf|171019South-Tees-Master-Plan-19-Nov-17.pdf]]:128:people to the area. However, development of the STDC industrial parks and the creation of a dense development [[this>Teesworks/171019South-Tees-Master-Plan-19-Nov-17.pdf|171019South-Tees-Master-Plan-19-Nov-17.pdf]]:146: Condenser [[this>Teesworks/171019South-Tees-Master-Plan-19-Nov-17.pdf|171019South-Tees-Master-Plan-19-Nov-17.pdf]]:146: Condenser [[this>Teesworks/171019South-Tees-Master-Plan-19-Nov-17.pdf|171019South-Tees-Master-Plan-19-Nov-17.pdf]]:147: Condenser [[this>Teesworks/171019South-Tees-Master-Plan-19-Nov-17.pdf|171019South-Tees-Master-Plan-19-Nov-17.pdf]]:147: Condenser