{include:Teesworks - keywords - menu} [[this>Teesworks/Planning/R-2021-0674-NM/R-2021-0674-NM-DECISION NOTICE.pdf|R-2021-0674-NM-DECISION NOTICE.pdf]]:3: relevant borehole and vibrocore data [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf|20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf]]:2: around sampling borehole number 34, due to observed levels of metals and hydrocarbons [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf|20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf]]:2: elevated contaminant levels observed at borehole 34 (B34). This advice minute considers the [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf|20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf]]:5: B34 – Borehole 34 [[this>Teesworks/Planning/MLA_2020_00506/Consultations/MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf|MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf]]:2:geotechnical vibrocores/boreholes, planned as part of a marine ground investigation to be [[this>Teesworks/Planning/MLA_2020_00506/Consultations/MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf|MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf]]:3:geoarchaeological assessment of the boreholes and vibrocores. This means that we are [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf|20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf]]:3:12. Major Comments: Borehole 34 shows elevated contamination, with levels of trace metal [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf|20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf]]:3:Table 2 Results of trace metal analyses for Borehole 34 [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf|20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf]]:4: Borehole 34 is excluded from disposal to sea given the significantly elevated levels of [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf|20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf]]:4: part of Borehole 34 which is already recommended for exclusion from sea disposal. [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf|20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf]]:4: material from, and immediately surrounding Borehole 34 is excluded from disposal to sea. In my [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210615 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA _ SEAL Advice Followup+SJB.pdf|20210615 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA _ SEAL Advice Followup+SJB.pdf]]:2: applicant total 85 individual samples (20 vibrocore stations and 11 borehole stations). In this [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20220608 MLA2020005061 L20121003331 Cefas advice Final.pdf|20220608 MLA2020005061 L20121003331 Cefas advice Final.pdf]]:2: around borehole 34 be excluded based on sample results: [[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]]:180:from BGS datasets, including 1:50,000 scale geological mapping and historical borehole records, and a [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:183:footprint of the proposed scheme) by Corus UK Ltd. The investigation consisted of two boreholes within the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:183:proposed scheme boundary and an addition borehole located off-site. The geology was described as slag [[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]]:342: Site investigation information (especially borehole data and cores) should be [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:343: dock facilities. Archaeological review of borehole logs is welcome, as part of the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:352:in turn overlie the Mercia Mudstone Group. Geoarchaeological assessment of vibrocore and borehole logs [[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]]:352:geotechnical vibrocores/boreholes, planned as part of a marine ground investigation to be undertaken in [[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]]:359:of geotechnical boreholes and vibrocores will both facilitate current understanding of the nature of sub- [[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]]:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is [[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]]:430: Borehole records have been reviewed for the proposed [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:1: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:2: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:2: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:3: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:4: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:4: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:5: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:6: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:6: End of Borehole at 23.000m 23.00 PID [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:7: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:8: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:8: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:9: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:10: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:10: End of Borehole at 23.000m 23.00 PID [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:11: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:12: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:12: End of Borehole at 23.000m 23.00 PID [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:13: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:14: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:14: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:15: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:16: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:16: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:17: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:18: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:18: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:19: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:20: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:20: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:21: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:22: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:22: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:23: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:24: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:24: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:25: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:26: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:26: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:27: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:28: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:28: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:29: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:30: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:30: End of Borehole at 23.000m [[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]]:6:A further six samples of geological mudstone were, however, recovered from six boreholes within the [[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]]:7: ( Borehole [[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]]:11:at depth from borehole (BH) 34, located within the proposed berth pocket. Concentrations of mercury, [[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]]:11:of sediment as the material is dredged. The results from this borehole (BH34) have therefore been excluded [[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]]:203:As part of Work Package 3 (Vibrocores) and Work Package 4 (Boreholes), sampling at 20 vibrocore [[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]]:203:locations and at 11 borehole locations were successfully completed. Depending on the penetration [[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]]:203:vibrocore locations and a total of 35 ES was taken from the borehole locations. [[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]]:209: 4.1.7 Vibrocore and Borehole Sampling 26 [[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]]:214: BH Borehole [[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]]:228: Sediment samples from vibrocores (VC) and boreholes (BH) were analysed for PSD using wet [[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]]:241:4.1.7 Vibrocore and Borehole Sampling [[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]]:242: BH = Borehole [[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]]:244: GS = Grab station BH = borehole VC = Vibrocore BT = Beam trawl [[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]]:312: The vibrocore and borehole sediment chemistry samples were collected from a total of 31 [[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]]:387: BH = Borehole [[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]]:390: BH = Borehole [[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]]:393: BH = Borehole [[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]]:396: BH = Borehole [[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]]:398: BH = Borehole VC = Vibrocore BRL = Below riverbed level [[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]]:400: BH = Borehole [[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]]:402: BH = Borehole [[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]]:404: BH = Borehole [[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]]:407: BH = Borehole [[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]]:410: BH = Borehole [[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]]:413: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:3:formulation of our proposals, 15 No. boreholes (the locations of which can be seen in Figure 3) were [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:3:3.1 Borehole Logs [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:3:The borehole logs can be found in document “Final BH01-BH15 Logs” which have been supplied with [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:4:Figure 3: Plan showing the locations of the 15no. boreholes which were conducted between the quay wall and [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:4:Table 1 summarises the bottom of made ground levels for each borehole. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:4: Borehole Made Ground Level (m CD) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:4: Table 1: Summary of deepest level at which made ground was encountered in each of the 15no. boreholes [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:5:The MMO Suite of testing was completed throughout the full vertical profile of each borehole at 1m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:5: Borehole Deepest Exclusion (mCD) in MMO [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:6: Borehole Made Ground MMO Suite PBDE Excavation Required [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:7: - Remove all made ground as identified in the borehole logs [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:7: o The material will be removed down to this level at the borehole where the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:7: o and at the two adjacent boreholes [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:7: Borehole Required excavation level Proposed Excavation Level [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf]]:1: • Borehole logs illustrating the depth profile of made ground (file name ‘Final BH01-BH15 Logs’); [[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]]:180:from BGS datasets, including 1:50,000 scale geological mapping and historical borehole records, and a [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:183:footprint of the proposed scheme) by Corus UK Ltd. The investigation consisted of two boreholes within the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:183:proposed scheme boundary and an addition borehole located off-site. The geology was described as slag [[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]]:342: Site investigation information (especially borehole data and cores) should be [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:343: dock facilities. Archaeological review of borehole logs is welcome, as part of the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:352:in turn overlie the Mercia Mudstone Group. Geoarchaeological assessment of vibrocore and borehole logs [[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]]:352:geotechnical vibrocores/boreholes, planned as part of a marine ground investigation to be undertaken in [[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]]:359:of geotechnical boreholes and vibrocores will both facilitate current understanding of the nature of sub- [[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]]:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is [[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]]:430: Borehole records have been reviewed for the proposed [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1137-MLA.2020.00506.2 South Bank Quay Marine Licence Variation 2 RFI 17-66.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1137-MLA.2020.00506.2 South Bank Quay Marine Licence Variation 2 RFI 17-66.pdf]]:2:considered the minimum, maximum and mean values of all determinands analysed from the 37 boreholes [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1137-MLA.2020.00506.2 South Bank Quay Marine Licence Variation 2 RFI 17-66.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1137-MLA.2020.00506.2 South Bank Quay Marine Licence Variation 2 RFI 17-66.pdf]]:2:of the 2019 sampling campaign and the 15 boreholes of the 2022 sampling campaign. Comparison of the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1137-MLA.2020.00506.2 South Bank Quay Marine Licence Variation 2 RFI 17-66.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1137-MLA.2020.00506.2 South Bank Quay Marine Licence Variation 2 RFI 17-66.pdf]]:5:concentrations of chemical determinands within the OSPAR boreholes are lower than those analysed for [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1137-MLA.2020.00506.2 South Bank Quay Marine Licence Variation 2 RFI 17-66.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1137-MLA.2020.00506.2 South Bank Quay Marine Licence Variation 2 RFI 17-66.pdf]]:5:the original boreholes. It is considered that the existing SediChem modelling presents a suitably realistic [[this>Teesworks/Planning/MLA_2020_00506/Return/PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf|PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf]]:4:geoarchaeological assessment of borehole and vibrocore logs undertaken by Wessex Archaeology (2021) [[this>Teesworks/Planning/MLA_2020_00506/Return/PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf|PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf]]:10:this potential, geoarchaeological assessment of geotechnical vibrocores/boreholes, planned as part of a [[this>Teesworks/Planning/MLA_2020_00506/Return/PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf|PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf]]:12:However, the subsequent review of 34 boreholes and 26 vibrocore logs by Wessex Archaeology (2021) [[this>Teesworks/Planning/MLA_2020_00506/Return/PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf|PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf]]:18:Vibrocores and boreholes undertaken within the footprint of the capital dredge have shown that in situ [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf]]:17:vibrocores/boreholes, planned as part of a marine ground investigation, will be undertaken in advance of [[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]]:63:in the Tees. The findings of an archaeological review of vibrocore / borehole logs will inform the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:76:consented schemes in the Tees. The findings of an archaeological review of vibrocore / borehole logs [[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]]:76:borehole logs is welcome, as part of the heritage assessment. (This is an issue that we mentioned in [[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]]:249:3.1.2 Previous ground investigations boreholes 7 [[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]]:250:Table 3-1: Historical BGS borehole records 6 [[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:datasets including 1:50,000 scale geological mapping, historical BGS borehole records (provided in [[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:Tidal Flat Deposits of sand, silt and clay and underlain by Mercia Mudstone. One historical BGS borehole [[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:reported geology from these borehole records is presented in Table 3-1. The historical BGS borehole logs [[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:Table 3-1: Historical BGS borehole records [[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: Borehole Depth (m bgl) Description [[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]]:259: Borehole Depth (m bgl) Description [[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]]:259:3.1.2 Previous ground investigations boreholes [[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]]:259:Three boreholes have been previously drilled within the site boundary; two of these were located to the west [[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]]:259:2004, ‘Soil and Groundwater Baseline Characterisation Study’. A borehole was also excavated [[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]]:259:descriptions from the boreholes on and adjacent to the site is provided below. [[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]]:259: Borehole Depth (m bgl) Description [[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]]:259: (Enviros, 2004) 9.00 – 10.00 (end of borehole) [[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]]:262:Groundwater Source Protection Zones (SPZs) are defined around abstraction boreholes used for potable [[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]]:270:Cleveland Works and comprised a total of 42 boreholes and 264 trial pits with soil, groundwater and surface [[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]]:270:D-B-T22, D-B-T23, D-B-T24, D-B-T25, D-B-T26, D-B-T27, D-B-T28, E-A-T1 and E-A-T14 and one borehole [[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]]:270:One borehole 3AB2, was excavated within the oil depot compound. The encountered geology is described [[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]]:271:and adjacent to the site between June and July 2007. Two boreholes, 2B2 and 2B3 were excavated on [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:271:boundary of the oil depot. One further borehole was drilled off site on the southern boundary of the depot [[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]]:101: BOREHOLE LOG [[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]]:101: Project Business Division BOREHOLE No [[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]]:102: BOREHOLE LOG [[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]]:102: Project Business Division BOREHOLE No [[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]]:103: BOREHOLE LOG [[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]]:103: Project Business Division BOREHOLE No [[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]]:104: BOREHOLE LOG [[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]]:104: Project Business Division BOREHOLE No [[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]]:108: -T22 D-B Borehole [[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]]:109: @ BOREHOLES [[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]]:351:A historic borehole record (ref: NZ52SW15054/AS2 referred to as AS2) located approximately 25m from 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]]:351:Tees estuary has been reviewed. This borehole was located in close proximity to the southwestern corner [[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]]:351:This borehole was situated at 6.15m AOD, indicating that the groundwater level could be at approximately [[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]]:351:An additional borehole (ref: NZ52SW15054/AS4, referred to as AS4), located approximately 200m from 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]]:351:Tees estuary has been reviewed. This borehole was located 150m to the southeast of the proposed scheme [[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]]:351:This borehole was situated at 7.15m AOD, indicating that the groundwater level could be at approximately [[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]]:351:A review of the borehole records indicates that the groundwater level is approximately 1.1m deeper at [[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]]:351:borehole AS4 than AS2, with AS4 situated 175m further inland than AS2. Therefore, it is highly likely 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]]:351:http://scans.bgs.ac.uk/sobi_scans/boreholes/918110/images/16767534.html (Accessed 07/07/2020) [[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]]:366:As noted in Section 2.5, two publicly available borehole records have been reviewed which were sited [[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]]:366:borehole records indicates that it is highly likely that groundwater levels are linked to tidal levels in the River [[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]]:369: Publicly available borehole records have been reviewed which indicate that [[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]]:6:A further six samples of geological mudstone were, however, recovered from six boreholes within the [[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]]:7: ( Borehole [[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]]:11:at depth from borehole (BH) 34, located within the proposed berth pocket. Concentrations of mercury, [[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]]:11:of sediment as the material is dredged. The results from this borehole (BH34) have therefore been excluded [[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]]:203:As part of Work Package 3 (Vibrocores) and Work Package 4 (Boreholes), sampling at 20 vibrocore [[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]]:203:locations and at 11 borehole locations were successfully completed. Depending on the penetration [[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]]:203:vibrocore locations and a total of 35 ES was taken from the borehole locations. [[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]]:209: 4.1.7 Vibrocore and Borehole Sampling 26 [[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]]:214: BH Borehole [[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]]:228: Sediment samples from vibrocores (VC) and boreholes (BH) were analysed for PSD using wet [[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]]:241:4.1.7 Vibrocore and Borehole Sampling [[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]]:242: BH = Borehole [[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]]:244: GS = Grab station BH = borehole VC = Vibrocore BT = Beam trawl [[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]]:312: The vibrocore and borehole sediment chemistry samples were collected from a total of 31 [[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]]:387: BH = Borehole [[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]]:390: BH = Borehole [[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]]:393: BH = Borehole [[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]]:396: BH = Borehole [[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]]:398: BH = Borehole VC = Vibrocore BRL = Below riverbed level [[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]]:400: BH = Borehole [[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]]:402: BH = Borehole [[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]]:404: BH = Borehole [[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]]:407: BH = Borehole [[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]]:410: BH = Borehole [[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]]:413: BH = Borehole [[this>Teesworks/Planning/R-2021-0830-CD/R-2021-0830-CD-DECISION NOTICE 0684.pdf|R-2021-0830-CD-DECISION NOTICE 0684.pdf]]:3: relevant borehole and vibrocore data [[this>Teesworks/Planning/R-2022-0816-FFM/R-2022-0816-FFM-10035117-AUK-XX-XX-CO-ZZ-0582-01-PR GI Memo_Part1(1).pdf|R-2022-0816-FFM-10035117-AUK-XX-XX-CO-ZZ-0582-01-PR GI Memo_Part1(1).pdf]]:2:anticipated that 58 soil samples (1 per trial pit, 2 per borehole) and six water samples (2 per borehole) will be analysed. [[this>Teesworks/Planning/R-2022-0816-FFM/R-2022-0816-FFM-Archaeological Report.pdf|R-2022-0816-FFM-Archaeological Report.pdf]]:3: B.1 Before remediation or development commences, archaeological interpretation of all borehole and [[this>Teesworks/Planning/R-2022-0515-CD/R-2022-0515-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0515-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0515-CD/R-2022-0515-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0515-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-Decision Notice (1).pdf|R-2021-0422-CD-Decision Notice (1).pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-Decision Notice (1).pdf|R-2021-0422-CD-Decision Notice (1).pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2022-0049-CD/R-2022-0049-CD-Decision Notice 2020 0318.pdf|R-2022-0049-CD-Decision Notice 2020 0318.pdf]]:3: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2022-0049-CD/R-2022-0049-CD-Decision Notice 2020 0318.pdf|R-2022-0049-CD-Decision Notice 2020 0318.pdf]]:3: high significance suggested by the borehole/trenching data, or observed [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0003TN P01 Ground Gas.pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0003TN P01 Ground Gas.pdf]]:4: installed with boreholes within the GE plot and between the GE Plot and the High Tip landfill. No hazardous [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:8:In order to further refine the proposed designs, BGP requested additional boreholes and ground investigation [[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]]:10:BGP defined the number and locations of required boreholes, which Arcadis developed into a scope of works, [[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]]:10:• South Bank GE Plot – BGP Borehole Installation and Monitoring Well Replacement – PM and Technical [[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]]:10:• 11no. boreholes drilled by Boart Longyear LS250 sonic/coring rig. For 8no. locations the target depth was [[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]]:10: to replace historic boreholes that had been damaged or destroyed. [[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]]:11:The table below provides further details on the ground conditions encountered, with the detailed borehole logs [[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]]:11: Encountered in all boreholes across the GE plot which [[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]]:12: Encountered in all boreholes which progressed beyond the [[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]]:12:To inform the geotechnical ground model, recovered samples from boreholes and trial pits were subjected to a [[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]]:16:broadly ranges from a very stiff clay to an extremely weak rock (which broadly correlates to the borehole log [[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:Six groundwater samples from three boreholes (BGP_BH004, BGP_BH007 and BGP_BH009 with dual well [[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]]:22:Hydrocarbon contamination was observed (both visual and olfactory evidence) during the BGP GI. Borehole [[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]]:25:Several boreholes reported ash within the granular made ground deposits, however, the extent of ash is limited [[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]]:30:Typical borehole flow seems to be being influenced by external factors throughout the day, with troughs [[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]]:31:ground gases for new buildings’. The code of practice uses the concept of a borehole hazardous gas flow rate [[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]]:31:(Qhg) which is calculated from individual borehole measurements of total gas flow emission and the [[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]]:31:zone which is derived from assessment of the borehole concentrations and flow rate measurements which take [[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]]:34: boreholes [[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]]:40:boreholes as part of the BGP GI. Gypsum has the potential to be dissolved in the presence of groundwater. [[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]]:72: REPLACEMENT BOREHOLES AND [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:74:GROUND INVESTIGATION SOUTHBANK AREA C REPLACEMENT BOREHOLES [[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]]:74: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[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]]:75: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[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]]:76: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[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]]:77: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:78: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[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]]:79: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[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]]:80: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[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]]:81: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[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]]:82: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[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]]:83: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[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]]:84: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[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]]:85: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[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]]:87:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[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]]:88:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[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]]:88: particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology used is [[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]]:90:Water Depth Water level within the borehole at the start and end of shift. [[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]]:90:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[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]]:90:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[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]]:90:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[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]]:91:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[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: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:100: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:101: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:102: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:103: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:104: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:105: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:106: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:107: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:108: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:109: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:110: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:111: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:112: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:114: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:115: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:116: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:117: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:118: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:119: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:120: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:121: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:122: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:123: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:124: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:126: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:127: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:128: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:129: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:130: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:131: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:132: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:133: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:134: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:135: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:136: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:137: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:138: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:139: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:140: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:142: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:143: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:144: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:145: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:146: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:147: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:148: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:149: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:150: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:151: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:153: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:154: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:155: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:156: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:157: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. 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[[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]]:230: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:231: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:232: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:233: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:234: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:235: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:236: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:237: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:238: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:239: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:240: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:241: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:242: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:243: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:244: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:245: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:246: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:247: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:248: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:249: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:250: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:251: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:252: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:253: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:254: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:255: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:256: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:257: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[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]]:526: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:527: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:528: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:529: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:530: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:531: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:532: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:533: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:534: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:535: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:536: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:537: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:538: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:539: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:540: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:541: Contract Title Boreholes and BGP GI [[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]]:542: Contract Title Boreholes and BGP GI [[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]]:543: Contract Title Boreholes and BGP GI [[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]]:544:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:545: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:548: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:549: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:550: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:551: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:552: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:553:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:554: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:557: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:558: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:559: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:560: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:561: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:562:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:563: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:566: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:567: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:568: Ground Investigation South Bank Area C Replacement Boreholes and [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:569: Ground Investigation South Bank Area C Replacement Boreholes and [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:570: Ground Investigation South Bank Area C Replacement Boreholes and [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:571:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:572: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:575: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:576: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:577: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:578: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:579:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:580: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:583: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:584: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:585: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:586: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:587:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:588: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:591: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:592: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:593: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:594: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:595:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:596: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:599: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:600: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:601: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:602: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:603: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:604: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:605:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:606: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:609: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:610: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:611: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:612: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:613:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:614: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:617: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:618: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:619: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:620: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:621:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:622: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:625: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:626: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:627: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:628: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:629:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:630: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:633: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:634: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:635: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:636: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:637:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:638: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[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]]:683:Borehole Flow [[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]]:683:Borehole Peak Flow [[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]]:694:the site to be modelled, however following a review of the borehole logs it was determined that the [[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]]:694:single generalized borehole as shown below: [[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]]:695:Model geometry showing soil layers (colours as per borehole), slab (dark grey) and imposed load (blue arrows). [[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]]:697: replacement with the compacted mudstone earthwork. Given that the generalized borehole included the [[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]]:698: groundwater phreatic surface are defined by the borehole. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0342-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0342-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:5: boreholes and BGP Ground Investigation, Teesworks, Ref 4352, Rev 00, November 2021 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:17: Histoirc SNC/RO/RC Borehole [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:18: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:18: Rotary Core Borehole Log CBRB01 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:19: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:19: Rotary Core Borehole Log CBRB01 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:20: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:20: Rotary Core Borehole Log CBRB01 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:21: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:21: Rotary Core Borehole Log CBRB01 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:22: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:22: Rotary Core Borehole Log CBRB02 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:23: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:23: Rotary Core Borehole Log CBRB02 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:24: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:24: Rotary Core Borehole Log CBRB02 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:25: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:25: Rotary Core Borehole Log CBRB02 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:26: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:26: Rotary Core Borehole Log CBRB03 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:27: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:27: Rotary Core Borehole Log CBRB03 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:28: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:28: Rotary Core Borehole Log CBRB03 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:29: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:29: Rotary Core Borehole Log CBRB03 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:30: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:30: Rotary Core Borehole Log CBRB04 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:31: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:31: Rotary Core Borehole Log CBRB04 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:32: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:32: Rotary Core Borehole Log CBRB04 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:33: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:33: Rotary Core Borehole Log CBRB04 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:34: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:34: Rotary Core Borehole Log CBSB02 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:35: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:35: Rotary Core Borehole Log CBSB02 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:36: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:36: Rotary Core Borehole Log CBSB02 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:37: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:37: Rotary Core Borehole Log CBSB02 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:38: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:38: Rotary Core Borehole Log CBSB03 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:39: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:39: Rotary Core Borehole Log CBSB03 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:40: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:40: Rotary Core Borehole Log CBSB03 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:41: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:41: Rotary Core Borehole Log CBSB03 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:42: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:42: Rotary Core Borehole Log CBSB04 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:43: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:43: Rotary Core Borehole Log CBSB04 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:44: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:44: Rotary Core Borehole Log CBSB04 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:45: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:45: Rotary Core Borehole Log CBSB04 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:46: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:46: Rotary Core Borehole Log CBRB05A [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:47: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:47: Rotary Core Borehole Log CBRB05A [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:48: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:48: Rotary Core Borehole Log CBRB05A [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:49: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:49: Rotary Core Borehole Log CBRB05A [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-Archaeological Recording WSI.pdf|R-2022-0354-CD-Archaeological Recording WSI.pdf]]:3: relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-Archaeological Recording WSI.pdf|R-2022-0354-CD-Archaeological Recording WSI.pdf]]:3: evaluation of borehole and test pit data to be of potential archaeological interest [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-Archaeological Recording WSI.pdf|R-2022-0354-CD-Archaeological Recording WSI.pdf]]:5:4.4 In the area of the South Bank boiler works, test pits and boreholes encountered slag and concrete [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-0354 Decision.pdf|R-2022-0354-CD-0354 Decision.pdf]]:2: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-0354 Decision.pdf|R-2022-0354-CD-0354 Decision.pdf]]:2: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0354-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0354-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-61586_01 Cover Letter(1).pdf|R-2022-0354-CD-61586_01 Cover Letter(1).pdf]]:1: borehole and test pit data [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-61586_01 Cover Letter(1).pdf|R-2022-0354-CD-61586_01 Cover Letter(1).pdf]]:1: evaluation of borehole and test pit data to be of potential archaeological interest [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-0354 Officer Report.pdf|R-2022-0354-CD-0354 Officer Report.pdf]]:1:evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-0354 Officer Report.pdf|R-2022-0354-CD-0354 Officer Report.pdf]]:2:indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2022-0779-CD/R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf|R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf]]:24: o not within 50m of a spring, well or borehole; [[this>Teesworks/Planning/R-2021-0832-CD/R-2021-0832-CD-DECISION NOTICE 0318.pdf|R-2021-0832-CD-DECISION NOTICE 0318.pdf]]:3: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2021-0832-CD/R-2021-0832-CD-DECISION NOTICE 0318.pdf|R-2021-0832-CD-DECISION NOTICE 0318.pdf]]:3: high significance suggested by the borehole/trenching data, or observed [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf|R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf]]:17:vibrocores/boreholes, planned as part of a marine ground investigation, will be undertaken in advance of [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-OFFICER REPORT.pdf|R-2020-0685-ESM-OFFICER REPORT.pdf]]:12:borehole and vibrocore data [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-OFFICER REPORT.pdf|R-2020-0685-ESM-OFFICER REPORT.pdf]]:76:groundwater. The ES states: borehole records indicate that groundwater [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-OFFICER REPORT.pdf|R-2020-0685-ESM-OFFICER REPORT.pdf]]:99: borehole and vibrocore data [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:12:from BGS datasets, including 1:50,000 scale geological mapping and historical borehole records, and a [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:15:footprint of the proposed scheme) by Corus UK Ltd. The investigation consisted of two boreholes within the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:15:proposed scheme boundary and an addition borehole located off-site. The geology was described as slag [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf]]:9:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf]]:10: Borehole records have been reviewed for the proposed [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:A historic borehole record (ref: NZ52SW15054/AS2 referred to as AS2) located approximately 25m from the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:Tees estuary has been reviewed. This borehole was located in close proximity to the southwestern corner [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:This borehole was situated at 6.15m AOD, indicating that the groundwater level could be at approximately [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:An additional borehole (ref: NZ52SW15054/AS4, referred to as AS4), located approximately 200m from the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:Tees estuary has been reviewed. This borehole was located 150m to the southeast of the proposed scheme [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:This borehole was situated at 7.15m AOD, indicating that the groundwater level could be at approximately [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:A review of the borehole records indicates that the groundwater level is approximately 1.1m deeper at [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:borehole AS4 than AS2, with AS4 situated 175m further inland than AS2. Therefore, it is highly likely that [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:http://scans.bgs.ac.uk/sobi_scans/boreholes/918110/images/16767534.html (Accessed 07/07/2020) [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:24:As noted in Section 2.5, two publicly available borehole records have been reviewed which were sited [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:24:borehole records indicates that it is highly likely that groundwater levels are linked to tidal levels in the River [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:27: Publicly available borehole records have been reviewed which indicate that [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf|R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf]]:27: geoarchaeological assessment of vibrocores/boreholes, planned as part of a marine ground [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-DECISION NOTICE.pdf|R-2020-0685-ESM-DECISION NOTICE.pdf]]:3: borehole and vibrocore data [[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]]:3:3.1.2 Previous ground investigations boreholes 7 [[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]]:4:Table 3-1: Historical BGS borehole records 6 [[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:datasets including 1:50,000 scale geological mapping, historical BGS borehole records (provided in [[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:Tidal Flat Deposits of sand, silt and clay and underlain by Mercia Mudstone. One historical BGS borehole [[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:reported geology from these borehole records is presented in Table 3-1. The historical BGS borehole logs [[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:Table 3-1: Historical BGS borehole records [[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: Borehole Depth (m bgl) Description [[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]]:13: Borehole Depth (m bgl) Description [[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]]:13:3.1.2 Previous ground investigations boreholes [[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]]:13:Three boreholes have been previously drilled within the site boundary; two of these were located to the west [[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]]:13:2004, ‘Soil and Groundwater Baseline Characterisation Study’. A borehole was also excavated [[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]]:13:descriptions from the boreholes on and adjacent to the site is provided below. [[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]]:13: Borehole Depth (m bgl) Description [[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]]:13: (Enviros, 2004) 9.00 – 10.00 (end of borehole) [[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]]:16:Groundwater Source Protection Zones (SPZs) are defined around abstraction boreholes used for potable [[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]]:24:Cleveland Works and comprised a total of 42 boreholes and 264 trial pits with soil, groundwater and surface [[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]]:24:D-B-T22, D-B-T23, D-B-T24, D-B-T25, D-B-T26, D-B-T27, D-B-T28, E-A-T1 and E-A-T14 and one borehole [[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]]:24:One borehole 3AB2, was excavated within the oil depot compound. The encountered geology is described [[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]]:25:and adjacent to the site between June and July 2007. Two boreholes, 2B2 and 2B3 were excavated on [[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]]:25:boundary of the oil depot. One further borehole was drilled off site on the southern boundary of the depot [[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]]:707: BOREHOLE LOG [[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]]:707: Project Business Division BOREHOLE No [[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]]:708: BOREHOLE LOG [[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]]:708: Project Business Division BOREHOLE No [[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]]:709: BOREHOLE LOG [[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]]:709: Project Business Division BOREHOLE No [[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]]:710: BOREHOLE LOG [[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]]:710: Project Business Division BOREHOLE No [[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]]:714: -T22 D-B Borehole [[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]]:715: @ BOREHOLES [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf]]:13:in the Tees. The findings of an archaeological review of vibrocore / borehole logs will inform the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf|R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf]]:3:consented schemes in the Tees. The findings of an archaeological review of vibrocore / borehole logs [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf|R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf]]:3:borehole logs is welcome, as part of the heritage assessment. (This is an issue that we mentioned in [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:4: Site investigation information (especially borehole data and cores) should be [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:5: dock facilities. Archaeological review of borehole logs is welcome, as part of the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:14:in turn overlie the Mercia Mudstone Group. Geoarchaeological assessment of vibrocore and borehole logs [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:14:geotechnical vibrocores/boreholes, planned as part of a marine ground investigation to be undertaken in [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:21:of geotechnical boreholes and vibrocores will both facilitate current understanding of the nature of sub- [[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]]:8:  Arcadis, The Former SSI Steelworks, Redcar: Replacement Cle3/8 Landfill Boreholes CQA Validation [[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: Made Ground Light grey to dark grey slag 3.3 – 10.2 1.0 – 9.0m bgl (2.2 to - 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]]: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]]:12: CLAY Undifferentiated Boreholes AS8 and [[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: Tees Industrial Area- Site C-  Advancement of six boreholes to depths of between 18.70m BGL (BH-C04) and [[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: However, in borehole BHC6, the made ground was found to extend down to 10.0m below ground. [[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:  11 boreholes to up to 10m. [[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]]:25: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it [[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]]:25: 3 Boreholes, BH2B1 to BH2B3, were excavated at south bank oil farm. (this was a variation agreed [[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]]:25: with the EA to the scope in the 2004 report. The boreholes were to a maximum depth of 13m and [[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]]:26: Landfill Boreholes CQA material and was owned by TATA Steel Limited. [[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]]:26: perimeter of the CLE 3/8 landfill. All three boreholes lie within the current site. [[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]]:26: metal debris and blast furnace wastes. The Made ground is very hard and typically boreholes have [[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]]:28: typically BGS 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]]:28: firebricks, BGS 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]]:28: Mudstone proven Boreholes [[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]]:28: black 12m BGS borehole Aquifer narrow band [[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]]:28: sandstones 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]]:28: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer encountered in [[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]]:28: subordinate not proven 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]]:37: carried out within the site comprised 3 exploratory holes (2 trial pits, 1 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]]:40: 2011  13 cable percussion boreholes to up to 10.2m 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]]:40:  15 window sample boreholes; [[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]]:40: A previous investigation (Contamination Consultants, 2007) comprised 8 boreholes and 13 trial [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:41: holes, 8 boreholes, sampling of spoils and waters, chemical testing and gas monitoring. The [[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]]:42: Gas monitoring of boreholes was carried out, and the results of the monitoring indicated that the [[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]]:44: A number of borehole records are available on the BGS GeoIndex web portal, which have been reviewed for the [[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]]:44: The findings of these boreholes generally concur with the published mapping and are summarised below: [[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]]:44: Borehole 26/R [[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]]:44: strine to stiff brown silty Strata in some boreholes. Thin layer [[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]]:44: partings of sand. in Borehole 26/O. [[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]]:44: many boreholes [[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]]:44: Weathered Stiff to hard grey 0.45 – 1.5 4.6 – 11.35 4.60 to Secondary Base not proven 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]]:54: Groundwater, 5 trial pits and 1 borehole were advanced within or on the boundary of the current area. [[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]]:56: Appendix D. Several borehole records are available on the BGS GeoIndex web portal, which have been reviewed [[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]]:56: typically BGS 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]]:56: firebricks, BGS 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]]:57: Deposits deposits of BGS borehole Undifferentiated south east of River [[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]]:57: sand layers BGS 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]]:57: lacustrine clayey BGS borehole Strata [[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: Data reviewed included Enviros 2004 ground investigations, which comprised 2 boreholes and 10 [[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: in one borehole location. [[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]]:76: - Intrusive investigation comprising 40 trial pits and 9 boreholes in the former Redcar Iron [[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]]:76: works area, and 40 trial pits and 5 boreholes on the Warrenby Landfill area. A further 5 [[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]]:76: boreholes were proposed on the remainder of the site. [[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]]:76: - Further desk based research on borehole logs, halite mineral rights, permit review and [[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]]:76: - Intrusive investigation comprising 9 boreholes, 35 trial pits, geophysical survey and [[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]]:77: Four monitoring boreholes are Phase 2 were subject to additional monitoring. Control levels were [[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]]:8:  Arcadis, The Former SSI Steelworks, Redcar: Replacement Cle3/8 Landfill Boreholes CQA Validation [[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: Made Ground Light grey to dark grey slag 3.3 – 10.2 1.0 – 9.0m bgl (2.2 to - 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]]: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]]:10: CLAY Boreholes AS8 and [[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: Tees Industrial Area- Site C-  Advancement of six boreholes to depths of between 18.70m BGL (BH-C04) and [[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: However, in borehole BHC6, the made ground was found to extend down to 10.0m below ground. [[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:  11 boreholes to up to 10m. [[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]]:23: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it [[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]]:23: 3 Boreholes, BH2B1 to BH2B3, were excavated at south bank oil farm. (this was a variation agreed [[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]]:23: with the EA to the scope in the 2004 report. The boreholes were to a maximum depth of 13m and [[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]]:24: Landfill Boreholes CQA material and was owned by TATA Steel Limited. [[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]]:24: perimeter of the CLE 3/8 landfill. All three boreholes lie within the current site. [[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]]:24: metal debris and blast furnace wastes. The Made ground is very hard and typically boreholes have [[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]]:26: typically BGS 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]]:26: firebricks, BGS 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]]:26: Mudstone proven Boreholes [[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]]:26: black 12m BGS borehole Aquifer narrow band [[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]]:26: sandstones 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]]:26: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer encountered in [[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]]:26: subordinate not proven 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]]:35: carried out within the site comprised 3 exploratory holes (2 trial pits, 1 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]]:38: 2011  13 cable percussion boreholes to up to 10.2m 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]]:38:  15 window sample boreholes; [[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]]:38: A previous investigation (Contamination Consultants, 2007) comprised 8 boreholes and 13 trial [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:39: holes, 8 boreholes, sampling of spoils and waters, chemical testing and gas monitoring. The [[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]]:40: Gas monitoring of boreholes was carried out, and the results of the monitoring indicated that the [[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]]:42: A number of borehole records are available on the BGS GeoIndex web portal, which have been reviewed for the [[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]]:42: The findings of these boreholes generally concur with the published mapping and are summarised below: [[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]]:42: Borehole 26/R [[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]]:42: strine to stiff brown silty Strata in some boreholes. Thin layer [[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]]:42: partings of sand. in Borehole 26/O. [[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]]:42: many boreholes [[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]]:42: Weathered Stiff to hard grey 0.45 – 1.5 4.6 – 11.35 4.60 to Secondary Base not proven 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]]:52: Groundwater, 5 trial pits and 1 borehole were advanced within or on the boundary of the current area. [[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]]:54: Appendix D. A number of borehole records are available on the BGS GeoIndex web portal, which have been [[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]]:54: typically BGS 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]]:54: firebricks, BGS 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]]:55: Deposits deposits of BGS borehole Undifferentiated south east of River [[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]]:55: sand layers BGS 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]]:55: lacustrine clayey BGS borehole Strata [[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: Data reviewed included Enviros 2004 ground investigations, which comprised 2 boreholes and 10 [[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: one borehole location. [[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]]:74: - Intrusive investigation comprising 40 trial pits and 9 boreholes in the former Redcar Iron [[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]]:74: works area, and 40 trial pits and 5 boreholes on the Warrenby Landfill area. A further 5 [[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]]:74: boreholes were proposed on the remainder of the site. [[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]]:74: - Further desk based research on borehole logs, halite mineral rights, permit review and [[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]]:74: - Intrusive investigation comprising 9 boreholes, 35 trial pits, geophysical survey and [[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]]:75: Four monitoring boreholes are Phase 2 were subject to additional monitoring. Control levels were [[this>Teesworks/Planning/R-2021-0473-ESM/R-2021-0473-ESM-EA R_2021_0473_ESM 8 July 2021 OFFICIAL.pdf|R-2021-0473-ESM-EA R_2021_0473_ESM 8 July 2021 OFFICIAL.pdf]]:1:a selection of installed boreholes. The developer should ensure the development works [[this>Teesworks/Planning/R-2021-0473-ESM/R-2021-0473-ESM-EA R_2021_0473_ESM 8 July 2021 OFFICIAL.pdf|R-2021-0473-ESM-EA R_2021_0473_ESM 8 July 2021 OFFICIAL.pdf]]:1:do not impinge on these boreholes during the works [[this>Teesworks/Planning/R-2021-0624-NM/R-2021-0624-NM-Decision Notice 0357.pdf|R-2021-0624-NM-Decision Notice 0357.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-0624-NM/R-2021-0624-NM-Decision Notice 0357.pdf|R-2021-0624-NM-Decision Notice 0357.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2021-1046-CD/R-2021-1046-CD-Decision Notice.pdf|R-2021-1046-CD-Decision Notice.pdf]]:2: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2021-1046-CD/R-2021-1046-CD-Decision Notice.pdf|R-2021-1046-CD-Decision Notice.pdf]]:2: significance suggested by the borehole/trenching data, or observed during [[this>Teesworks/Planning/R-2021-1046-CD/R-2021-1046-CD-Officer Report.pdf|R-2021-1046-CD-Officer Report.pdf]]:1:of borehole and trenching data [[this>Teesworks/Planning/R-2021-1046-CD/R-2021-1046-CD-Officer Report.pdf|R-2021-1046-CD-Officer Report.pdf]]:1:significance suggested by the borehole/trenching data, or observed during the [[this>Teesworks/Planning/R-2022-0186-CD/R-2022-0186-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0186-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0186-CD/R-2022-0186-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0186-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:8:Groundwater levels in the superficial deposits/ Made Ground were recorded in six boreholes between 0.65 to [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:14:A previous investigation carried out in Area A (comprising two trial pits and one borehole in the west of the site [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:14:In Area B, 12No. trial pits and 5No. boreholes were completed in 2004. Out of 17No. soil samples, 2 exceeded [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:17:obtained from 3No. boreholes in Area A and 9No. groundwater samples obtained from 5No. boreholes in Area [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:24:Four groundwater samples were obtained from Area A from two boreholes over two sampling rounds. Borehole [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:24:S3-BHA01 screens the Made Ground beneath the small carpark in the northwest of the site. Borehole S3- [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:24:summarised in Table 5 below. The number of exceedances of all WQS from all samples in each borehole are [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:24: Figure 8: Number of WQS Exceedances per Borehole Area A [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:25:and aromatic petroleum hydrocarbons were detected in borehole S3-BHA02 screening the superficial deposits [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:25:Nine groundwater samples were obtained from Area B from five standpipes in four boreholes over the same [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:25:Borehole S3-BHB01 screens the Made Ground and top of the Glacial Till in rough ground between the railway [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:25:tracks in the far north of the site. Borehole S3-BHB02 screens the Made Ground, upper Glacial Till and [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:25:Borehole S3-BHB03 screens shallow Made Ground beneath the former water treatment plant in the southeast [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:25:of the site. Borehole S3-BHB04S screens the shallow Made Ground and a separate standpipe in this borehole [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:25:summarised in Table 6 below. The number of exceedances of all WQS from all samples in each borehole are [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:26: Figure 9: Number of WQS Exceedances per Borehole in Area B [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:31:May 2018 for the two boreholes in Area A and the four boreholes in Area B. [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:31: Borehole Flow rate (l/h) <0.1 - [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:31:**all seven boreholes recorded 0.2% CH4 on 02/05/18. This has been discounted as a calibration issue. [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:31:Concentrations of carbon dioxide and methane recorded in the boreholes across both site areas were below [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:31:Gas flow from all boreholes was below detection limits, as was concentrations of methane and hydrogen [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:31:sulphide. Methane recorded in all boreholes on 02/05/18 at 0.2 % may be a calibration issue. The highest [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:31:Carbon monoxide was recorded on three occasions in three boreholes. These may be associated with blast [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:31:response zone of the borehole screening the Made Ground and the borehole screening the superficial deposits [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:8:The full thickness of superficial deposits was recorded in three boreholes in each of areas A and B. The [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:8:  Glaciolacustrine Deposits Were noted to be present in one location in Area A and all three boreholes [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:8: boulders recorded in two boreholes. One of the cable percussion boreholes in Area A was terminated [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:9:In Area A bedrock was encountered in only one borehole at 4.3mAOD and was described as an extremely [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:9:Within Area B in boreholes S3-BHB02, S3-BHB03 and S3-BHB04, bedrock was encountered at – 0.4 to [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:9:within the cable percussion boreholes. In S3-BH01 bedrock was found to comprise a weak or extremely weak [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:20:the single cored borehole in Area B which encountered Mercia Mudstone did not record any evidence of [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:26: 1. Further deep boreholes in both Areas A and B in order to provide a better indication of likely depth to [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:27:borehole. The made ground was typically thinner than elsewhere within the former SSI Steelworks site and [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Ground Remediation Options Report.pdf|R-2021-0166-FFM-Ground Remediation Options Report.pdf]]:23:8.3.5.5 Boreholes [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Ground Remediation Options Report.pdf|R-2021-0166-FFM-Ground Remediation Options Report.pdf]]:23:There are existing borehole installations across the site. Where possible boreholes within defined excavation [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Ground Remediation Options Report.pdf|R-2021-0166-FFM-Ground Remediation Options Report.pdf]]:23:indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation activities such as [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:10:Historical borehole logs from the British Geological Survey (BGS) data and from Arcadis 2020 (boreholes [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:134: Borehole/Pit No. SHO-TS1-AUK-TP101-S4 [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:135: Borehole/Pit No. SHO-TS1-AUK-TP102-S6 [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:136: Borehole/Pit No. SHO-TS1-AUK-TP103-S4 [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:137: Borehole/Pit No. SHO-TS1-AUK-TP104-S4 [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:138: Borehole/Pit No. SHO-TS1-AUK-TP105-S5 [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:139: Borehole/Pit No. SHO-TS1-AUK-TP106-S4 [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:140: Borehole/Pit No. SHO-TS1-AUK-TP106-S6 [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:141: Borehole/Pit No. SHO-TS1-AUK-TP107-S8 [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:142: Borehole/Pit No. SHO-TS1-AUK-TP107-S9 [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:143: Heavy Compaction Borehole / Pit No [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:144: Heavy Compaction Borehole / Pit No [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:145: Heavy Compaction Borehole / Pit No [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:146: Heavy Compaction Borehole / Pit No [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:147: Heavy Compaction Borehole / Pit No [[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]]:13: Nine boreholes advanced by rota-sonic rig to depths between 10m – 20m bgl, three of these were [[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]]:13: Nine boreholes drilled by rota-sonic rig, with target depths of between 10m - 20m bgl, or refusal on [[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]]:13: bedrock, three of these boreholes were advanced 5m into the underlying bedrock; [[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]]:13: 16 boreholes drilled by rota-sonic rig, with target depths of between 10m - 20m, or refusal on bedrock, [[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]]:13: three of these boreholes were advanced 5m into the underlying bedrock; [[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]]:13: 25 boreholes advanced by rota-sonic rig to a maximum depth of 41m bgl; [[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]]:15: Tidal Flat Encountered in 33 of 34 boreholes (except SBC_AUK_BH105). [[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]]:15: seven boreholes from SBA and 15 boreholes from SBC. The deposit was [[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]]:15: Glacial Till was identified in 31 of 34 boreholes below the [[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]]:16: Sand and Sand and Gravel was identified in two boreholes from SBA. Two bands [[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]]:16: Mercia glauconite, recorded in 27 boreholes. [[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]]:16: sandstone and siltstone at depth within some boreholes. [[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]]:17:soils from the boreholes drilled along the northern edge of the site as part of a ground investigation to inform [[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]]:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an [[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]]:30:Made Ground is present across the site, including in the sentinel boreholes, and it is likely present [[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]]:31:boreholes, and it is likely present immediately adjacent to the River Tees. Therefore, a lateral migration [[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]]:8: 26no boreholes drilled by a Dando 2000 cable-percussive rig, with target depths of between 15m 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]]:8: UXO clearance using down-hole magnetometer at each borehole location upon encounter of natural [[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]]:13:across the site. The full geology encountered is provided on the trial pit and borehole logs within the AEG 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: Sand was encountered in borehole S2-BHA02. [[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: Glaciolacustrine boreholes and comprised brown laminated clay interlaminated with silt [[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]]:17:investigation. The full geology encountered is provided on the borehole logs within the AEG Factual Reports. [[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]]:17:Data collected during this site investigation together with selected historical borehole information has been [[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]]:24:was not possible, and on the advice of the ordnance engineer, the borehole was terminated at this depth. [[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]]:33: Mudstone Formation, Penarth Group and Mercia Mudstone) identified in on-site boreholes the potential for [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Decision Notice 1048(1).pdf|R-2021-1048-FFM-Decision Notice 1048(1).pdf]]:4:9. A scheme for managing and/or decommissioning any borehole installed for [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Decision Notice 1048(1).pdf|R-2021-1048-FFM-Decision Notice 1048(1).pdf]]:4: scheme shall provide details of how redundant boreholes are to be [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Decision Notice 1048(1).pdf|R-2021-1048-FFM-Decision Notice 1048(1).pdf]]:4: decommissioned and how any boreholes that need to be retained, post- [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Decision Notice 1048(1).pdf|R-2021-1048-FFM-Decision Notice 1048(1).pdf]]:4: REASON: To ensure that redundant boreholes are safe and secure, and do [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:6:Condition 4: Decommission of investigative boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:6:A scheme for managing and/or decommissioning any borehole installed for [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:6:scheme shall provide details of how redundant boreholes are to be [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:6:decommissioned and how any boreholes that need to be retained, post- [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:6: To ensure that redundant boreholes are safe and secure, and do not [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:17:decommissioning of boreholes/wells, the development is one that can be [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:24:9. A scheme for managing and/or decommissioning any borehole installed [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:24: The scheme shall provide details of how redundant boreholes are to be [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:24: decommissioned and how any boreholes that need to be retained, post- [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:24: Reason: To ensure that redundant boreholes are safe and secure, and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix4 - Cleveland Logs.pdf|R-2021-1048-FFM-Appendix4 - Cleveland Logs.pdf]]:1:4. TRIAL PIT AND BOREHOLE LOGS, CLEVELAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf|R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf]]:10: • Boreholes across the site and details of their response zones; [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf|R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf]]:11: groundwater level data from all boreholes has been collected; [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf|R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf]]:13: details are required on what the off-site source is, from which boreholes off [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf|R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf]]:23:assessments which cover a much larger area than the an appendix document containing extracts of all the relevant data (borehole logs, summary tables, logger data [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf|R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf]]:24: Boreholes across the site and details of their response Arcadis believe the previously submitted documentation contains this information however summary tables will [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf|R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf]]:24: occasions groundwater level data from all boreholes has [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf|R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf]]:30:boreholes off site groundwater have been sampled and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix2 - Redcar Logs.pdf|R-2021-1048-FFM-Appendix2 - Redcar Logs.pdf]]:1:2. TRIAL PIT AND BOREHOLE LOGS, R EDCAR [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf]]:4: hydrogeology. No scaled cross sections have been Borehole Location Plans are provided in the relevant [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf]]:4: prevailing at the site. Additionally, specific boreholes Factual Ground investigation – Page 3 CH2M 2017c [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf]]:8: Borehole Location Plans are provided in the relevant [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf]]:12: prevailing at the site. Additionally, specific boreholes have been referred [[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]]:4:4.1.2 Borehole Records ............................................................................................................................. 10 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:8:• British Geological Survey (BGS) published maps and online GeoIndex borehole records; [[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]]:16:4.1.2 Borehole Records [[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]]:16:No boreholes within the site boundary are available to view on the BGS historic borehole database, however [[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]]:17:Table 5 – BGS Borehole Archive [[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]]:17:Full details of the geology encountered and additional borehole records can be found at the link included in [[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]]:22: Soil and Groundwater 3 Boreholes (max 8m) [[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]]:22: Steelworks, Redcar-GI 13 boreholes (max 40.80m) Water [[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]]:22: Preliminary Onshore 15 Boreholes (max 37.30m) Water [[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]]:41: Title: Land West of Warrenby - Historic Boreholes [[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]]:41:Historic Boreholes COPYRIGHT. ALL RIGHTS RESERVED. LICENCE NUMBER [[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]]:41: Borehole [[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]]:41: Warrenby Hist Boreholes [[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]]:50:Page Section Boreholes On site 0-50m 50-250m 250-500m 500-2000m [[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]]:50:113 16.1 BGS Boreholes 4 0 14 - - [[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]]:157: 16 Boreholes [[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]]:157:16.1 BGS Boreholes [[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]]:157:The Single Onshore Boreholes Index (SOBI); an index of over one million records of boreholes, shafts and wells [[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]]:157:and nearshore boreholes dating back to at least 1790 and ranging from one to several thousand metres deep. [[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]]:157:Features are displayed on the Boreholes map on page 113 [[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]]:328: BH Borehole RNAS Royal Naval Air Service [[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]]:330: Boreholes       [[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]]:332: • “Potential ground investigation works- all areas, including trial pits and boreholes up to 25m bgl. [[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: (Area A) (Final report)” which includes the borehole log “S1-BH05” (located in the Study Site’s north-eastern sector) [[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: In addition, the borehole log “BH-2002” (located in the Study Site’s south-western sector) recorded the following [[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 Client has also provided 6 Alpha with the borehole record “S2-BHA5” (located at the Former SSI [[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: Steelworks, Redcar) which indicates that a borehole was terminated at 11m bgl due to a possible UXO [[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]]:342: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[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]]:343: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf|R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf]]:4: prevailing at the site. Additionally, specific boreholes have been referred [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf|R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf]]:3:Condition 4: Decommission of investigative boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf|R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf]]:3:A scheme for managing and/or decommissioning any borehole installed for the [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf|R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf]]:3:details of how redundant boreholes are to be decommissioned and how any [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf|R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf]]:3:boreholes that need to be retained, post-development, for monitoring purposes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf|R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf]]:4: • To ensure that redundant boreholes are safe and secure, and do not [[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]]:6:Table 3.2 - Summary of Historical Boreholes [[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]]:6:Table 3.3 - Summary of Historical Boreholes [[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]]:8:deposits; comprising unconsolidated alluvium, estuarine clay and sand. Deeper boreholes sunk within [[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]]:8:Penarth Group – Ironstone. Limited historic boreholes show a broad trend of increasing depth to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:13: Historical boreholes Boreholes accessed through BGS Geoindex or through [[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]]:13: Note: A large portion of the historic boreholes in SSI 1 are historical Ground Investigation reports supplied by the [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:15: oversized borehole into a concrete plug below the [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:16:Across the three areas, works comprised 264 trial pits and 42 boreholes using shell and auger (cable [[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]]:16:percussive) techniques. Of these, 31 trial pits and two boreholes were undertaken within SSI 1 – see [[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]]:16:table 3.2 for a summary of historic boreholes on site. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:19:Historic boreholes at the site are largely confidential or unavailable to view through BGS GeoIndex. (ref. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:19:Table 3.2 - Summary of Historical Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:19: Geoindex Borehole ref from GI Details of GI Location on site [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:19: Borehole Ref. [[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:Boreholes sunk during the Soil Mechanics/W S Atkins site investigation of 1972 describe a layer of [[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:Boreholes from the 1972 Soil Mechanics – W S Atkins investigation in the western portion of the site [[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]]:21:Historic borehole records show a broad trend of rock depth increasing from south to north. Borehole [[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]]:21:NZ52SE51 (W S Atkins, 1972) in the north of the site records bedrock at 20m.bgl. Borehole NZ52NE60 [[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]]:21:Borehole records show several metres of moderate to highly weathered rock. [[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]]:21:Table 3.3 - Summary of Historical Boreholes [[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]]:29:SSI1 comprised 31no trial pits and 2no borehole. The findings of the environmental study are detailed [[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: Only 3 boreholes within SSI 1. [[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: Only 3 boreholes within SSI 1. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:39: Sinter plant 35 Trial pits 7no boreholes to 15m or Standpipes in selected boreholes to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:39: Sinter stocking ground 43 Trial pits 5 no boreholes to 15m or Standpipes in selected boreholes to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:39: Pellet plant 37 Trial pits 8 no boreholes to 15m or Standpipes in selected boreholes to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:39: Pellet stocking ground 12 Trial pits 5 no boreholes to 15m or Standpipes in selected boreholes to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:39: Blended ore stocking ground 78 Trial pits 16 no boreholes to 15m or Standpipes in selected boreholes to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:39: Coke crushing plant 14 Trial pits 3 no boreholes to 15m or Standpipes in selected boreholes to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:39: Coal yards 44 Trial pits 9 no boreholes to 15m or Standpipes in selected boreholes to [[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]]:4:4.1.2 Borehole Records .............................................................................................................................11 [[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]]:8: British Geological Survey (BGS) published maps and online GeoIndex borehole records; [[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]]:17:4.1.2 Borehole Records [[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]]:17:No boreholes within the site boundary are available to view on the BGS historic borehole database, however [[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]]:17:Table 5 – BGS Borehole Archive [[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]]:17:Full details of the geology encountered and additional borehole records can be found at the link included in [[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]]:21: Soil and Groundwater 3 Boreholes (max 8m) [[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]]:21: Steelworks, Redcar-GI 13 boreholes (max 40.80m) Water [[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]]:21: Preliminary Onshore 15 Boreholes (max 37.30m) Water [[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]]:34: Title: Land West of Warrenby - Historic Boreholes [[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]]:34:Historic Boreholes COPYRIGHT. ALL RIGHTS RESERVED. LICENCE NUMBER [[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]]:34: Borehole [[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]]:34: Warrenby Hist Boreholes [[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]]:42:Page Section Boreholes On site 0-50m 50-250m 250-500m 500-2000m [[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]]:42:113 16.1 BGS Boreholes 4 0 14 - - [[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]]:149: 16 Boreholes [[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]]:149:16.1 BGS Boreholes [[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]]:149:The Single Onshore Boreholes Index (SOBI); an index of over one million records of boreholes, shafts and wells [[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]]:149:and nearshore boreholes dating back to at least 1790 and ranging from one to several thousand metres deep. [[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]]:149:Features are displayed on the Boreholes map on page 113 [[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]]:320: BH Borehole RNAS Royal Naval Air Service [[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]]:322: Boreholes       [[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]]:324: • “Potential ground investigation works- all areas, including trial pits and boreholes up to 25m bgl. [[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: (Area A) (Final report)” which includes the borehole log “S1-BH05” (located in the Study Site’s north-eastern sector) [[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: In addition, the borehole log “BH-2002” (located in the Study Site’s south-western sector) recorded the following [[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 Client has also provided 6 Alpha with the borehole record “S2-BHA5” (located at the Former SSI [[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: Steelworks, Redcar) which indicates that a borehole was terminated at 11m bgl due to a possible UXO [[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]]:334: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[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]]:335: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:18:the advice of the ordnance engineer, the borehole was terminated at this depth. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:27:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:27:There are existing borehole installations across the Net Zero site. Where possible boreholes within [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:27:assessment indicates a Medium risk from UXO for borehole and excavation activities. In addition, 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]]:4: Works Works undertaken have comprised desk study, trial pitting, advancement of boreholes, Cone [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:12:All three investigation phases included trial pitting, the advancement of boreholes, installation of monitoring [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:15:of boreholes, Cone Penetration Testing (CPT), collection of soil and groundwater samples, geotechnical testing, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:15:Appendix B, which includes: investigation location plans, trial pit and borehole logs, soil and groundwater [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:16:previous investigations has been included within Appendix B which includes on-site borehole and trial pit logs [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:16:and borehole logs from off-site immediately downgradient boreholes which provide information on the potential [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:17:boreholes. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:17:Glaciolacustrine Deposits were identified in a limited number of boreholes and generally comprised laminated [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:18:The Penarth Group and Mercia Mudstone Group were identified in one location only (borehole S2-BHA04). 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]]:18:and was proven to a depth of 3.7 to 4.2m bgl in the two boreholes advanced off-Site, with the depth to base of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:20:(AEG 2022), which monitored the pore water pressure at different elevations and depths in the borehole [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:43:present. The exception to this was in relation to borehole MS\TP10 and S1-TPH07, where a sheen or oil [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:67: SYMBOLS FOR BOREHOLES, TRIAL PITS 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]]:70: A BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:70: A BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:70: A BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:71: A BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:71: S2-TPA48 BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:71: S2-TPA49 BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:72: S2-TPA96 MS\BH10 MS\BH12 BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:72: A BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:72: A BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:74: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:75: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:76: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:77: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:78: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:79: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:90:Information Summarised: Exploratory Hole Location Plan, Trial Pit Logs, Borehole Logs, Groundwater [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:92: Borehole [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:93:2. TRIAL PIT AND BOREHOLE LOGS, R EDCAR [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:125: Borehole [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:126:Information Summarised: Site Plans, Trial Pit and Borehole Logs [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:291:Information Summarised: Site Plan, Trial Pit and Borehole Logs, Permeability Tests Tidal Monitoring Results, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:309:16/10/2017 5.00 5.00 250 4.40 4.80 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: Borehole complete at 15.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:310:17/10/2017 10.00 9.50 200 2.46 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:311:12/10/2017 7.00 7.00 200 5.68 3.20 3.60 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:313: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:313: 16.80 SJ24 1/0.94 Borehole complete at 16.80m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:313: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:314:05/10/2017 1.00 1.00 250 Dry 1.20 6.00 02:00 8.00 10.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:315:09/10/2017 10.00 10.00 200 4.76 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:317: 22.60 25.10 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:318: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:319: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:320: 36.80 39.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:321: Borehole complete at 39.80m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:321: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:325: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:325: Borehole terminated at 1.00m BGL - due to refusal. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:325:03/10/2017 1.00 0.90 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:326:04/10/2017 5.17 5.17 250 5.00 11.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: Borehole complete at 15.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:327:05/10/2017 11.50 11.50 200 4.35 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:328:09/10/2017 3.00 3.00 250 2.41 0.40 0.80 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:330: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:330: Borehole complete at 18.45m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:330: 17.30 17.50 00:45 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:331: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:331: Borehole terminated at 0.50m BGL - due to refusal. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:331:03/10/2017 0.50 0.50 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:332:04/10/2017 7.00 7.00 250 6.41 2.30 2.50 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:333: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:333: Borehole terminated at 8.00m BGL - due to pushing 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]]:333: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:334:06/10/2017 4.00 4.00 250 3.10 3.40 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: Borehole complete at 15.50m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:336:11/10/2017 1.20 1.20 250 Dry 1.20 1.80 01:00 1.20 5.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:336:12/07/2017 1.20 1.20 250 Dry 2.10 2.70 00:30 5.00 6.00 (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:338: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:338: Borehole terminated at 19.10m BGL - due to 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]]:338: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:338: (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:339:10/10/2017 2.00 2.00 250 Dry 2.00 5.30 02:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:340:12/10/2017 13.50 13.40 200 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:341: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:341: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:342: 18.80 19.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:343: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:344: 29.80 32.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:345: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:346: 19/10/2017 35.80 17.80 20.30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:347: Borehole complete at 40.80m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:347: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:352: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:352: Borehole terminated at 1.50m BGL - due to 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]]:352:26/10/2017 1.20 1.20 Dry 1.20 1.50 02:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: Borehole terminated at 5.00m BGL - due to 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]]:353:30/10/2017 4.50 4.40 250 3.87 4.90 5.00 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: 5.80 10.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:355:27/10/2017 10.00 10.00 200 4.77 14.00 15.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:356: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:356:02/11/2017 20.00 17.30 200 4.77 23.40 24.00 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:357: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:357:03/11/2017 25.00 17.30 200 4.83 27.00 27.40 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:358: 29.90 31.00 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:359: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:360: 37.80 40.00 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:361: Borehole complete at 40.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:361: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:364:23/10/2017 3.00 3.00 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: Borehole terminated at 11.00m BGL due to possible UXO anomaly. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:365:25/10/2017 11.00 11.00 200 3.46 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:366:07/11/2017 4.40 4.40 250 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:367:08/11/2017 10.00 10.00 200 4.67 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:368: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:368: 21.00 S46 1/0.40 Borehole complete at 21.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:368:10/11/2017 19.00 18.30 200 3.78 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:369: Installation Type : Borehole Method: Falling Head Test No: 1 of 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]]:370: Installation Type : Borehole Method: Falling Head Test No: 1 of 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]]:373: Note: Borehole dry throughout monitoring period. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:393:Information Summarised: Site Plan, Trial Pit and Borehole Logs, Vibrating Wire Piezometer Charts, Aquifer [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: LF' Series boreholes are offsite, however, have been included here as part of the groundwater elevation studies asa point between the site and the estuary. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:794:LF Series LF' Series boreholes are offsite, however, have been included here as part of the groundwater elevation studies as a point between the site 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]]:3: 3.4 Exploratory Holes: Boreholes ........................................................................................ 7 [[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]]:4: Borehole Records 2 [[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]]:6:  Thirty one cable percussion boreholes, seven of which were continued by rotary drilling using [[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]]:8:The depths of all boreholes and trial pits, descriptions of the material encountered, details of any [[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]]:8:information can be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. [[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]]:9:site. They reported a potential anomaly during drilling one borehole (S2-BHA5) at 11.00m BGL the borehole [[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]]:9:3.4 Exploratory Holes: Boreholes [[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]]:9:Thirty one boreholes were sunk using either a Pilcon Wayfarer 1500, a Pilcon Wayfarer 2000 or a Dando [[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]]:9:(S1-BH13) and 27.40m BGL (S2-BHA4). Seven boreholes were further advanced using either a Boart [[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]]:10:specimens of rock core. The Borehole Records are presented along with a Summary Table as Field Data [[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]]:10:Representative samples of soil and rock were obtained from the boreholes and trial pits and were taken 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]]:10:was added during advancement of the majority of the boreholes in order to facilitate drilling operations. As a [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:10:into the boreholes, which subsequently may have been sealed as a result of progressing the casing. [[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]]:10:Groundwater was encountered in a number of boreholes and trial pits during the site works operation. [[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]]:10:Where groundwater observations were made details are given on the relevant Borehole and Trial Pit Record [[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]]:10:boreholes at the beginning and/or end of each drilling shift. The water level is indicated on the applicable [[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]]:10:Borehole Record as part of the boring progress information. [[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]]:10:Twenty six boreholes were installed with monitoring instrumentation in accordance with the requirements of [[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]]:10:Enclosure 2 and on the relevant Borehole Records. [[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]]:11:In addition six of the boreholes (S2-BHA01 to S2-BHA06 inclusive) were installed with MiniDiver instruments [[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]]:11:to provide continuous groundwater monitoring in order to check whether any of the boreholes are tidally [[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]]:12:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes and trial pits in [[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]]:12:relevant depth on the Borehole and Trial Pit Records. [[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]]:12:Standard Penetration Testing (SPT) was carried out in the boreholes in accordance with techniques outlined [[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]]:12:Borehole Records. (Refer to page 6 of the key sheets for further details). [[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]]:13:Borehole Records. [[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]]:13:individual tests carried out during drilling made in the test result column of the relevant Borehole Record. [[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]]:16:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[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]]:17:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[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]]:17: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[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]]:19:Water Depth Water level within the borehole at the start and end of shift. [[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]]:19:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[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]]:19:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[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]]:19:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[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]]:20:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[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]]:29:Borehole Records [[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]]:30:Borehole Summary Table [[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]]:30:Any relevant photographs are presented after the applicable Borehole Record [[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: BOREHOLE RECORD FINAL [[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]]:31:06/10/2017 2.00 1.80 300 Dry 1.20 1.60 01:00 8.00 14.00 (2) Borehole advanced through trial pit previously [[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: 3.40 3.90 01:00 (6) Driller notes borehole silted up from 8.00-6.00m [[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: BOREHOLE RECORD FINAL [[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]]:32:11/10/2017 14.00 14.00 200 4.00 (2) Borehole advanced through trial pit previously [[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: (6) Driller notes borehole silted up from 8.00-6.00m [[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]]:33: BOREHOLE RECORD FINAL [[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]]:33: 19.10 20.00 02:00 (2) Borehole advanced through trial pit previously [[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]]:33: (6) Driller notes borehole silted up from 8.00-6.00m [[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]]:34: 18/10/2017 20.50 20.00 7.30 20.50 21.00 A/M 100 (2) Borehole advanced through trial pit previously [[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]]:34: (6) Driller notes borehole silted up from 8.00-6.00m [[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]]:35: 24/10/2017 27.70 23.20 12.30 26.30 27.70 W 100 (2) Borehole advanced through trial pit previously [[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]]:35: (6) Driller notes borehole silted up from 8.00-6.00m [[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]]:36: 30.70 32.30 W/Pol 100 (2) Borehole advanced through trial pit previously [[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]]:36: (6) Driller notes borehole silted up from 8.00-6.00m [[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]]:37: 33.40 33.90 W/Pol 100 (2) Borehole advanced through trial pit previously [[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]]:37: (6) Driller notes borehole silted up from 8.00-6.00m [[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]]:38: 25/10/2017 37.20 35.00 37.20 38.20 W/Pol 100 (2) Borehole advanced through trial pit previously [[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]]:38: (6) Driller notes borehole silted up from 8.00-6.00m [[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]]:39: Borehole complete at 40.00m BGL. [[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]]:39: (2) Borehole advanced through trial pit previously [[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]]:39: (6) Driller notes borehole silted up from 8.00-6.00m [[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: BOREHOLE RECORD FINAL [[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]]:43:20/10/2017 5.00 5.00 300 Dry (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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: 15.00 U*B26 (120) Borehole complete at 15.00m BGL. [[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]]:44:24/10/2017 10.00 10.00 200 5.86 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:45:25/10/2017 3.50 3.50 250 Dry 3.30 3.50 02:00 3.50 5.50 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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: 13.00 SJ28 1/0.94 Borehole complete at 13.00m BGL. [[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: (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:47:16/10/2017 5.00 5.00 250 4.40 4.80 00:30 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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: Borehole complete at 15.00m BGL. [[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]]:48:17/10/2017 10.00 9.50 200 2.46 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:49:12/10/2017 7.00 7.00 200 5.68 3.20 3.60 01:00 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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: (2) Borehole advanced through trial pit previously [[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]]:51: BOREHOLE RECORD FINAL [[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]]:51: 16.80 SJ24 1/0.94 Borehole complete at 16.80m BGL. [[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]]:51: (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:52:05/10/2017 1.00 1.00 250 Dry 1.20 6.00 02:00 8.00 10.00 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:53:09/10/2017 10.00 10.00 200 4.76 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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: (2) Borehole advanced through trial pit previously [[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]]:55: 22.60 25.10 A/M 100 (2) Borehole advanced through trial pit previously [[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]]:56: (2) Borehole advanced through trial pit previously [[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]]:57: (2) Borehole advanced through trial pit previously [[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]]:58: 36.80 39.80 A/M 100 (2) Borehole advanced through trial pit previously [[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]]:59: Borehole complete at 39.80m BGL. [[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]]:59: (2) Borehole advanced through trial pit previously [[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]]:63: BOREHOLE RECORD FINAL [[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]]:63: Borehole terminated at 1.00m BGL - due to refusal. [[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]]:63:03/10/2017 1.00 0.90 250 Dry (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:64:04/10/2017 5.17 5.17 250 5.00 11.00 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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: Borehole complete at 15.00m BGL. [[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]]:65:05/10/2017 11.50 11.50 200 4.35 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:66:18/10/2017 3.50 3.20 300 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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: (2) Borehole advanced through trial pit previously [[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]]:68: BOREHOLE RECORD FINAL [[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]]:68: Borehole complete at 16.50m BGL. [[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]]:68: (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:69:13/10/2017 3.00 3.00 300 Dry 5.00 5.70 01:30 3.00 13.00 (2) Borehole advanced through trial pit previously [[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) Driller notes borehole collapsed back from [[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: BOREHOLE RECORD FINAL [[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]]:70:17/10/2017 13.00 13.00 200 5.20 (2) Borehole advanced through trial pit previously [[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: (5) Driller notes borehole collapsed back from [[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: BOREHOLE RECORD FINAL [[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]]:71:18/10/2017 18.50 18.50 150 5.20 (2) Borehole advanced through trial pit previously [[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: (5) Driller notes borehole collapsed back from [[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]]:72: 21.30 24.30 W/Pol 100 (2) Borehole advanced through trial pit previously [[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]]:72: (5) Driller notes borehole collapsed back from [[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]]:73: 25.00 26.50 W/Pol 100 (2) Borehole advanced through trial pit previously [[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]]:73: (5) Driller notes borehole collapsed back from [[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]]:74: 30.50 31.10 W/Pol 100 (2) Borehole advanced through trial pit previously [[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]]:74: (5) Driller notes borehole collapsed back from [[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]]:75: 01/11/2017 33.70 31.00 33.70 35.20 W/Pol 100 (2) Borehole advanced through trial pit previously [[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]]:75: (5) Driller notes borehole collapsed back from [[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]]:76: 37.90 38.50 W/Pol 100 (2) Borehole advanced through trial pit previously [[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]]:76: (5) Driller notes borehole collapsed back from [[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]]:77: Borehole complete at 40.00m BGL. [[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]]:77: (2) Borehole advanced through trial pit previously [[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]]:77: (5) Driller notes borehole collapsed back from [[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: BOREHOLE RECORD FINAL [[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]]:81:17/10/2017 5.18 5.18 250 5.00 8.00 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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: 11.00 SJ24 1/0.60 Borehole complete at 11.00m BGL. [[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]]:82:18/10/2017 11.00 10.50 200 5.12 (2) Borehole advanced through trial pit previously [[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]]:83: BOREHOLE RECORD FINAL [[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]]:83: Borehole terminated at 1.10m BGL - due to 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]]:83:16/10/2017 1.10 1.10 250 Dry (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:84:17/10/2017 5.00 5.00 250 4.00 4.20 00:30 8.00 12.00 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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: 11.40 11.60 00:45 (2) Borehole advanced through trial pit previously [[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]]:86: BOREHOLE RECORD FINAL [[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]]:86: Borehole complete at 16.70m BGL. [[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]]:86: (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:87:09/10/2017 3.00 3.00 250 2.41 0.40 0.80 01:00 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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: (2) Borehole advanced through trial pit previously [[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]]:89: BOREHOLE RECORD FINAL [[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]]:89: Borehole complete at 18.45m BGL. [[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]]:89: 17.30 17.50 00:45 (2) Borehole advanced through trial pit previously [[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]]:90: BOREHOLE RECORD FINAL [[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]]:90: Borehole terminated at 0.50m BGL - due to refusal. [[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]]:90:03/10/2017 0.50 0.50 250 Dry (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:91:04/10/2017 7.00 7.00 250 6.41 2.30 2.50 00:30 (2) Borehole advanced through trial pit previously [[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]]:92: BOREHOLE RECORD FINAL [[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]]:92: Borehole terminated at 8.00m BGL - due to pushing 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]]:92: (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:93:06/10/2017 4.00 4.00 250 3.10 3.40 00:30 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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: Borehole complete at 15.50m BGL. [[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: (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:95:19/10/2017 5.00 5.00 250 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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: Borehole complete at 10.30m BGL. [[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]]:96:20/10/2017 8.50 8.50 200 4.51 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:97:13/10/2017 7.16 7.16 250 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:98:16/10/2017 11.40 11.10 200 5.07 (2) Borehole advanced through trial pit previously [[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]]:99: 12.60 13.60 A/M 100 (2) Borehole advanced through trial pit previously [[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]]:100: 20/10/2017 18.00 11.40 18.00 21.00 A/M 100 (2) Borehole advanced through trial pit previously [[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]]:101: (2) Borehole advanced through trial pit previously [[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]]:102: 27.00 28.00 A/M 100 (2) Borehole advanced through trial pit previously [[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]]:103: 30.00 32.25 A/M 100 (2) Borehole advanced through trial pit previously [[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]]:104: 23/10/2017 32.25 17.50 33.45 35.45 A/M 100 (2) Borehole advanced through trial pit previously [[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]]:105: 36.45 39.45 A/M 100 (2) Borehole advanced through trial pit previously [[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]]:106: Borehole complete at 41.00m BGL. [[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]]:106: (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:112:23/10/2017 4.00 4.00 250 Dry 2.30 3.00 01:00 4.00 10.00 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:113:25/10/2017 10.00 10.00 200 4.00 (2) Borehole advanced through trial pit previously [[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]]:114: BOREHOLE RECORD FINAL [[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]]:114: Borehole complete at 18.20m BGL. [[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]]:114: (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:115:11/10/2017 1.20 1.20 250 Dry 1.20 1.80 01:00 1.20 5.00 (2) Borehole advanced through trial pit previously [[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]]:115:12/07/2017 1.20 1.20 250 Dry 2.10 2.70 00:30 5.00 6.00 (3) Borehole making water between 3.00-3.10m BGL. [[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: BOREHOLE RECORD FINAL [[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: (2) Borehole advanced through trial pit previously [[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: (3) Borehole making water between 3.00-3.10m BGL. [[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]]:117: BOREHOLE RECORD FINAL [[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]]:117: Borehole terminated at 19.10m BGL - due to 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]]:117: (2) Borehole advanced through trial pit previously [[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]]:117: (3) Borehole making water between 3.00-3.10m BGL. [[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: BOREHOLE RECORD FINAL [[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]]:118:10/10/2017 2.00 2.00 250 Dry 2.00 5.30 02:00 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:119:12/10/2017 13.50 13.40 200 (2) Borehole advanced through trial pit previously [[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]]:120: BOREHOLE RECORD FINAL [[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]]:120: (2) Borehole advanced through trial pit previously [[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]]:121: 18.80 19.80 A/M 100 (2) Borehole advanced through trial pit previously [[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]]:122: (2) Borehole advanced through trial pit previously [[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]]:123: 29.80 32.80 A/M 100 (2) Borehole advanced through trial pit previously [[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]]:124: (2) Borehole advanced through trial pit previously [[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]]:125: 19/10/2017 35.80 17.80 20.30 (2) Borehole advanced through trial pit previously [[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]]:126: Borehole complete at 40.80m BGL. [[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]]:126: (2) Borehole advanced through trial pit previously [[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]]:131: BOREHOLE RECORD FINAL [[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]]:131: Borehole terminated at 1.50m BGL - due to 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]]:131:26/10/2017 1.20 1.20 Dry 1.20 1.50 02:00 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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: Borehole terminated at 5.00m BGL - due to 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]]:132:30/10/2017 4.50 4.40 250 3.87 4.90 5.00 01:00 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:133:31/10/2017 5.00 5.00 250 4.11 1.90 2.30 01:00 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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: Borehole complete at 15.00m BGL. [[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: (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:135:25/10/2017 4.00 4.00 300 Dry (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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: (2) Borehole advanced through trial pit previously [[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]]:137: BOREHOLE RECORD FINAL [[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]]:137:30/10/2017 16.50 15.30 200 5.83 (2) Borehole advanced through trial pit previously [[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]]:138: 18.60 20.40 A/M 100 (2) Borehole advanced through trial pit previously [[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]]:139: (2) Borehole advanced through trial pit previously [[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]]:140: (2) Borehole advanced through trial pit previously [[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]]:141: 03/11/2017 33.40 17.50 7.40 33.40 36.40 A/M 100 (2) Borehole advanced through trial pit previously [[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]]:142: (2) Borehole advanced through trial pit previously [[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]]:143: Borehole complete at 41.00m BGL. [[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]]:143: (2) Borehole advanced through trial pit previously [[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]]:148: BOREHOLE RECORD FINAL [[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]]:148:01/11/2017 3.00 3.00 300 Dry (2) Borehole advanced through trial pit previously [[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]]:149: BOREHOLE RECORD FINAL [[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]]:149: 14.50 25 Borehole complete at 14.50m BGL. [[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]]:149: 14.10 14.50 01:00 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:150:30/10/2017 3.00 3.00 300 Dry 3.20 3.70 01:30 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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: Borehole complete at 14.50m BGL. [[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]]:151:01/11/2017 13.50 13.50 200 5.50 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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: 5.80 10.00 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:153:27/10/2017 10.00 10.00 200 4.77 14.00 15.00 (2) Borehole advanced through trial pit previously [[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]]:154: BOREHOLE RECORD FINAL [[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]]:154:02/11/2017 20.00 17.30 200 4.77 23.40 24.00 01:00 (2) Borehole advanced through trial pit previously [[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]]:155: BOREHOLE RECORD FINAL [[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]]:155:03/11/2017 25.00 17.30 200 4.83 27.00 27.40 01:00 (2) Borehole advanced through trial pit previously [[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]]:156: 29.90 31.00 A/M 100 (2) Borehole advanced through trial pit previously [[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]]:157: (2) Borehole advanced through trial pit previously [[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]]:158: 37.80 40.00 A/M 100 (2) Borehole advanced through trial pit previously [[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]]:159: Borehole complete at 40.00m BGL. [[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]]:159: (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:162:23/10/2017 3.00 3.00 250 Dry (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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: Borehole terminated at 11.00m BGL due to possible UXO anomaly. [[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]]:163:25/10/2017 11.00 11.00 200 3.46 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:164:07/11/2017 4.40 4.40 250 (2) Borehole advanced through trial pit previously [[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: BOREHOLE RECORD FINAL [[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]]:165:08/11/2017 10.00 10.00 200 4.67 (2) Borehole advanced through trial pit previously [[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]]:166: BOREHOLE RECORD FINAL [[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]]:166: 21.00 S46 1/0.40 Borehole complete at 21.00m BGL. [[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]]:166:10/11/2017 19.00 18.30 200 3.78 (2) Borehole advanced through trial pit previously [[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]]:350: Note: Borehole dry throughout monitoring period ‐ at installation depth. [[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]]:353: Note: Borehole dry throughout monitoring period. [[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]]:424: Installation Type : Borehole Method: Falling Head Test No: 1 of 1 [[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]]:425: Installation Type : Borehole Method: Falling Head Test No: 1 of 1 [[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]]:426: Installation Type : Borehole Method: Falling Head Test No: 1 of 1 [[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]]:427: Installation Type : Borehole Method: Falling Head Test No: 1 of 1 [[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]]:3: Table 4: Borehole Summary .........................................................................................10 [[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]]:9:birds were present in the area of MS\BH01. This area was subsequently cordoned off and the borehole was [[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]]:12:Table 4: Borehole Summary [[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]]:15:site works monitoring groundwater samples were taken from all boreholes using low flow techniques. Water [[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]]:20:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[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]]:21:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[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]]:21: particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology used is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:23:Water Depth Water level within the borehole at the start and end of shift. [[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]]:23:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[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]]:23:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[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]]:23:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[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]]:24:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[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]]:1398: Table 2.3 Borehole information .................................................................................................. 12 [[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]]:1401:the central third of the probe, so loading the borehole wall. The expansion of the membrane is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1403:information provided by AEG. For MS/BH07 and MS/BH11 this is based on borehole specific [[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]]:1404:which may be modified, is intended to refer to the borehole and the ‘T’ refers to the individual test, so [[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]]:1404:a typical test reference is B09T1 – the first test in borehole MS/BH09. [[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]]:1405:Table 2.1 below details the pressuremeter testing carried in the boreholes. Table 2.2 provides [[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]]:1405:background information about the tests and probe used. Table 2.3 contains borehole details. Notes on [[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]]:1406:Table 2.3 Borehole information [[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]]:1406: Borehole Easting (m) Northing (m) Ground level Groundwater level [[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]]:1406: 1. The coordinates and ground level of the boreholes have been provided by Allied Exploration & [[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]]:1406: Geotechnics Ltd. For MS/BH07 and MS/BH11 this is based on borehole specific groundwater [[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]]:1409: the borehole preparation on local fracturing whilst Gur is more representative of the rock [[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]]:1414:formed by an H size barrel. On completion of a test it is removed from the borehole which is then [[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]]:1414:expands, pressing against the borehole wall. The radial displacement of the inside boundary of the [[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]]:1416:its contribution is small. By its very nature there is a gap between the instrument and the borehole [[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]]:1421:once in the borehole the pressure transducers will read the head of oil. For gas inflation it is probably [[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]]:1421:better to use the zero readings when the probe is in place in the borehole, because it will then be at [[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]]:1427:practice is designed to preserve the core without regard for the borehole wall. This is the opposite of [[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]]:1428:of the borehole. Hence there are large displacements for very little pressure. [[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]]:1431:This is simple strain and when displacements are measured at the borehole wall is termed cavity [[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]]:1432:Figure 1.1 shows how pressures and strains in the expanding borehole are defined. [[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]]:1437: 𝛾𝑐 Shear strain at the borehole wall [[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]]:1454:first occurs at the borehole wall when the radial stress is: [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1458:point where the membrane bears on the borehole wall. [[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]]:1459:where it bears against the borehole wall. Before using the calibrated data file, therefore, the analysis [[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]]:1464:Table 1 below details the pressuremeter testing carried in the boreholes. Table 2 provides background [[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]]:1464:information about the tests and probe used. Table 3 provides borehole information. Notes on the [[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]]:1464: 3. Material is as reported on site without reference to borehole logs. [[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]]:1465:Table 3 Borehole location information [[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]]:1465: Borehole Easting (m) Northing (m) Ground level Groundwater [[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]]:1465: 1. The coordinates and ground level of the boreholes have been provided by Allied Exploration & [[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]]:1465: Geotechnics Ltd. For MS/BH07 and MS/BH11 this is based on borehole specific groundwater [[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]]:1468:Figure 1 All tests on common axes – All boreholes [[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]]:1469: All boreholes [[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]]:1470:Borehole : MS/BH06 [[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]]:1491:Borehole : MS/BH06 [[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]]:1512:Borehole : MS/BH07 [[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]]:1529:Borehole : MS/BH07 [[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]]:1554:Borehole : MS/BH09 [[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]]:1572:Borehole : MS/BH09 [[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]]:1593:Borehole : MS/BH11 [[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]]:1614:Borehole : MS/BH11 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:4: Works Works undertaken have comprised desk study, trial pitting, advancement of boreholes, Cone [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:12:All three investigation phases included trial pitting, the advancement of boreholes, installation of monitoring [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:15:of boreholes, Cone Penetration Testing (CPT), collection of soil and groundwater samples, geotechnical testing, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:15:Appendix B, which includes: investigation location plans, trial pit and borehole logs, soil and groundwater [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:16:previous investigations has been included within Appendix B which includes on-site borehole and trial pit logs [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:16:and borehole logs from off-site immediately downgradient boreholes which provide information on the potential [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:17:boreholes. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:17:Glaciolacustrine Deposits were identified in a limited number of boreholes and generally comprised laminated [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:18:The Penarth Group and Mercia Mudstone Group were identified in one location only (borehole S2-BHA04). 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]]:18:and was proven to a depth of 3.7 to 4.2m bgl in the two boreholes advanced off-Site, with the depth to base of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:21:(AEG 2022), which monitored the pore water pressure at different elevations and depths in the borehole [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:45:present. The exception to this was in relation to borehole MS\TP10 and S1-TPH07, where a sheen or oil [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:69: SYMBOLS FOR BOREHOLES, TRIAL PITS 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]]:72: A BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:72: A BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:72: A BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:73: A BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:73: S2-TPA48 BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:73: S2-TPA49 BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:74: S2-TPA96 MS\BH10 MS\BH12 BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:74: A BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:74: A BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:76: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:77: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:78: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:79: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:80: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:81: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:82: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:83: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:84: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:98:Information Summarised: Exploratory Hole Location Plan, Trial Pit Logs, Borehole Logs, Groundwater [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:100: Borehole [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:101:2. TRIAL PIT AND BOREHOLE LOGS, R EDCAR [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:133: Borehole [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:134:Information Summarised: Site Plans, Trial Pit and Borehole Logs [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:299:Information Summarised: Site Plan, Trial Pit and Borehole Logs, Permeability Tests Tidal Monitoring Results, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:317:16/10/2017 5.00 5.00 250 4.40 4.80 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: Borehole complete at 15.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:318:17/10/2017 10.00 9.50 200 2.46 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:319:12/10/2017 7.00 7.00 200 5.68 3.20 3.60 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:321: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:321: 16.80 SJ24 1/0.94 Borehole complete at 16.80m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:321: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:322:05/10/2017 1.00 1.00 250 Dry 1.20 6.00 02:00 8.00 10.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:323:09/10/2017 10.00 10.00 200 4.76 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:325: 22.60 25.10 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:326: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:327: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:328: 36.80 39.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:329: Borehole complete at 39.80m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:329: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:333: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:333: Borehole terminated at 1.00m BGL - due to refusal. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:333:03/10/2017 1.00 0.90 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:334:04/10/2017 5.17 5.17 250 5.00 11.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: Borehole complete at 15.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:335:05/10/2017 11.50 11.50 200 4.35 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:336:09/10/2017 3.00 3.00 250 2.41 0.40 0.80 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:338: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:338: Borehole complete at 18.45m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:338: 17.30 17.50 00:45 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:339: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:339: Borehole terminated at 0.50m BGL - due to refusal. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:339:03/10/2017 0.50 0.50 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:340:04/10/2017 7.00 7.00 250 6.41 2.30 2.50 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:341: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:341: Borehole terminated at 8.00m BGL - due to pushing 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]]:341: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:342:06/10/2017 4.00 4.00 250 3.10 3.40 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: Borehole complete at 15.50m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:344:11/10/2017 1.20 1.20 250 Dry 1.20 1.80 01:00 1.20 5.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:344:12/07/2017 1.20 1.20 250 Dry 2.10 2.70 00:30 5.00 6.00 (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:346: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:346: Borehole terminated at 19.10m BGL - due to 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]]:346: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:346: (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:347:10/10/2017 2.00 2.00 250 Dry 2.00 5.30 02:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:348:12/10/2017 13.50 13.40 200 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:349: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:349: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:350: 18.80 19.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:351: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:352: 29.80 32.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:353: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:354: 19/10/2017 35.80 17.80 20.30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:355: Borehole complete at 40.80m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:355: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:360: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:360: Borehole terminated at 1.50m BGL - due to 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]]:360:26/10/2017 1.20 1.20 Dry 1.20 1.50 02:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: Borehole terminated at 5.00m BGL - due to 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]]:361:30/10/2017 4.50 4.40 250 3.87 4.90 5.00 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: 5.80 10.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:363:27/10/2017 10.00 10.00 200 4.77 14.00 15.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:364: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:364:02/11/2017 20.00 17.30 200 4.77 23.40 24.00 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:365: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:365:03/11/2017 25.00 17.30 200 4.83 27.00 27.40 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:366: 29.90 31.00 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:367: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:368: 37.80 40.00 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:369: Borehole complete at 40.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:369: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:372:23/10/2017 3.00 3.00 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: Borehole terminated at 11.00m BGL due to possible UXO anomaly. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:373:25/10/2017 11.00 11.00 200 3.46 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:374:07/11/2017 4.40 4.40 250 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:375:08/11/2017 10.00 10.00 200 4.67 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:376: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:376: 21.00 S46 1/0.40 Borehole complete at 21.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:376:10/11/2017 19.00 18.30 200 3.78 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:377: Installation Type : Borehole Method: Falling Head Test No: 1 of 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]]:378: Installation Type : Borehole Method: Falling Head Test No: 1 of 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]]:381: Note: Borehole dry throughout monitoring period. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:401:Information Summarised: Site Plan, Trial Pit and Borehole Logs, Vibrating Wire Piezometer Charts, Aquifer [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-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: LF' Series boreholes are offsite, however, have been included here as part of the groundwater elevation studies asa point between the site and the estuary. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:5:Appendix A ............................................................................. Borehole layout plans RGEN136 and X57642. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:6:Figure 5 .................................................................................... Historic Borehole and Trial Pit Location Plan [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:14: Historical boreholes in or adjacent to the site. NZ52NE12 to 17, NZ52NE48, NZ52NE51 to 52, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:14: Note many of the boreholes are marked as [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:15: Layout of Boreholes and RGEN136 Borehole layout based on [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:15: Key Plan showing X57642 Borehole layout in [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:15: Borehole Locations relation to existing [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:17:large number of borehole records however the record is incomplete and it is not possible to reconcile [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:17:the records with the base plans with confidence. Appendix A contains a copy of boreholes layout plans [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:17:RGEN136 and X57642. The borehole records are discussed in Section 3.5. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:18: June 2004 site 10 boreholes 53 Trial [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:24:investigation together with historical borehole evidence from the 1970’s the Made Ground consists of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:24:depths exceeding 4.0mbgl. Figure 5 details the location of the Enviros boreholes and also on the basis of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:24:borehole data. As noted in Section 2.6 these records are not complete. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:24:shells. Borehole records from the 1970’s suggest the thickness of the sands to extend to a maximum [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:25:The EA interactive groundwater map defines Groundwater Source Protection Zones for wells, boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:35:a total of 58 trial pits and nine boreholes were constructed within the SSI2 site area. The results were [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:35: [S4UL Boreholes, Boreholes Boreholes Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:36: [S4UL Boreholes, Boreholes Boreholes Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:36:Only one round of groundwater testing was conducted on the nine groundwater boreholes and testing [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:47:borehole cannot be discounted. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:47: 2No. Rotary corded boreholes services. Breaking out of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:47: Groundwater monitoring boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:47: piezometers within boreholes to be required [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: 5No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: services. Four boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: piezometers within boreholes hardstanding’s and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: 1No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: piezometers within boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: 1No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: piezometers within boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: 1No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: services. One borehole to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:49: piezometers within boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:49: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:49: 1No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:49: piezometers within boreholes hardstanding’s and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:49: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:49: 5No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:49: piezometers within boreholes hardstanding’s and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:49: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:49: 1No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: piezometers within boreholes hardstandings and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: 2No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: piezometers within boreholes hardstandings and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: 5No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: piezometers within boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: 5No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: piezometers within boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:51: 7 No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:51: piezometers within boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:51: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:51: 8 No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:51: piezometers within boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:51: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:53:Appendix A ‐ Borehole layout plans RGEN136 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:89: HISTORIC BOREHOLES [[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]]:4: Works Works undertaken have comprised desk study, trial pitting, advancement of boreholes, Cone [[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]]:10:All three investigation phases included trial pitting, the advancement of boreholes, installation of monitoring [[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]]:14:of boreholes, Cone Penetration Testing (CPT), collection of soil and groundwater samples, geotechnical testing, [[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]]:15:boreholes. [[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]]:16:Glaciolacustrine Deposits were identified in a limited number of boreholes and generally comprised laminated [[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]]:16:The Penarth Group and Mercia Mudstone Group were identified in one location only (borehole S2-BHA04). The [[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]]:17:and was proven to a depth of 3.7 to 4.2m bgl in the two boreholes advanced off-Site, with the depth to base of [[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]]:19:(AEG 2021), which monitored the pore water pressure at different elevations and depths in the borehole. The [[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]]:38:present. The exception to this was in relation to borehole MS\TP10 and S1-TPH07, where a sheen or oil [[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]]:62: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:65: A BOREHOLE (Enviros 2004) [[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]]:65: A BOREHOLE (AEG 2018) [[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]]:65: A BOREHOLE (AEG 2021) [[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]]:66: A BOREHOLE (Enviros 2004) [[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]]:66: S2-TPA48 BOREHOLE (AEG 2018) [[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]]:66: S2-TPA49 BOREHOLE (AEG 2021) [[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]]:67: S2-TPA96 MS\BH10 MS\BH12 BOREHOLE (Enviros 2004) [[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]]:67: A BOREHOLE (AEG 2018) [[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]]:67: A BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix3 - Lackenby Logs.pdf|R-2021-1048-FFM-Appendix3 - Lackenby Logs.pdf]]:1:3. TRIAL PIT AND BOREHOLE LOGS, L ACKENBY [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:5:3. METHODOLOGY FOR SHELL AND AUGER BOREHOLES 11 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:7: • Advancing 39No. boreholes to a maximum of 10m at pre-determined locations [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:10:• The position of trial pits and boreholes will be agreed with site representatives [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:10:• Where a borehole is incomplete, the rig will be left in a safe condition, fenced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:17:3. METHODOLOGY FOR SHELL AND AUGER BOREHOLES [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:17: Boreholes will be drilled at positions agreed with the Enviros site representative in [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:17: • The rig will be towed to the site of the borehole, made stable by its stabilising [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:17: • The borehole will be drilled to the required depth using techniques appropriate [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:18: proposed to pre-excavate and backfill cleared borehole locations using a [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:18:• Upon completion, an installation will be made in the boreholes in accordance [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:18:The ground conditions encountered in the boreholes are to be logged in accordance [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:19: Generic Risk Assessment for boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:19:services explosion/fire identified. If present in the vicinity of the borehole all [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:20: Generic Risk Assessment for boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:24: • Each borehole will be purged by removing three well volumes or until the pH [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:27: 19 Borehole drilling, Redcar 10 days [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:27: 24 Borehole drilling, Lackenby 4.5 days [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:27: 28 Borehole drilling, Cleveland 10 days [[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]]:4:4.1.2 Borehole Records .............................................................................................................................11 [[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]]:8: British Geological Survey (BGS) published maps and online GeoIndex borehole records; [[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]]:17:4.1.2 Borehole Records [[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]]:17:No boreholes within the site boundary are available to view on the BGS historic borehole database, however [[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]]:17:Table 5 – BGS Borehole Archive [[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]]:17:Full details of the geology encountered and additional borehole records can be found at the link included in [[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]]:21: Soil and Groundwater 3 Boreholes (max 8m) [[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]]:21: Steelworks, Redcar-GI 13 boreholes (max 40.80m) Water [[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]]:21: Preliminary Onshore 15 Boreholes (max 37.30m) Water [[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]]:34: Title: Land West of Warrenby - Historic Boreholes [[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]]:34:Historic Boreholes COPYRIGHT. ALL RIGHTS RESERVED. LICENCE NUMBER [[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]]:34: Borehole [[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]]:34: Warrenby Hist Boreholes [[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]]:42:Page Section Boreholes On site 0-50m 50-250m 250-500m 500-2000m [[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]]:42:113 16.1 BGS Boreholes 4 0 14 - - [[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]]:149: 16 Boreholes [[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]]:149:16.1 BGS Boreholes [[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]]:149:The Single Onshore Boreholes Index (SOBI); an index of over one million records of boreholes, shafts and wells [[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]]:149:and nearshore boreholes dating back to at least 1790 and ranging from one to several thousand metres deep. [[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]]:149:Features are displayed on the Boreholes map on page 113 [[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]]:320: BH Borehole RNAS Royal Naval Air Service [[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]]:322: Boreholes       [[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]]:324: • “Potential ground investigation works- all areas, including trial pits and boreholes up to 25m bgl. [[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: (Area A) (Final report)” which includes the borehole log “S1-BH05” (located in the Study Site’s north-eastern sector) [[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: In addition, the borehole log “BH-2002” (located in the Study Site’s south-western sector) recorded the following [[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 Client has also provided 6 Alpha with the borehole record “S2-BHA5” (located at the Former SSI [[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: Steelworks, Redcar) which indicates that a borehole was terminated at 11m bgl due to a possible UXO [[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]]:334: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[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]]:335: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:18:the advice of the ordnance engineer, the borehole was terminated at this depth. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:27:1 Good practice for decommissioning redundant boreholes and wells, Environment Agency, October [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:28:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:28:There are existing borehole installations across the Site. Where possible boreholes within defined [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:28:assessment indicates a Medium risk from UXO for borehole and excavation activities. In addition, 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]]:6:area designated as SSI1 (areas A to I), supplemented by 7no. cable percussion boreholes in July 2017 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:8:rotary cored boreholes, at the locations shown on the Exploratory Hole Location Plan. The [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:8:boreholes; BH21 and BH23 to BH28 were drilled, logged and sampled by Allied Exploration 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]]:8: SSI1 Area Reference Trial Pits (No.) Boreholes (No.) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:8:The trial pit and borehole logs are provided as part of this report, and show that typically the trial 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]]:8:excavations were less than 5m deep. Boreholes were extended to depths of between 15.5m 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]]:8:40.3mbgl. Trial pit excavations were ceased upon water ingress or hard digging, whilst boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:18:4no. cable percussive boreholes. Except for BH24; each of the boreholes was sunk through 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]]:18:the trial pits and 9no. samples from the boreholes were tested for a wide range of contaminants, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:18:waste material. The base of the Made Ground was proven within each of the boreholes, with the [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:18:boreholes; occurring within Made Ground and underlying superficial deposits. The superficial [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:18:2no. cable percussive boreholes, and 1no. cable percussive borehole with rotary cored follow on. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:18:Each of the boreholes was sunk through a previously excavated trial pit to minimise the risk 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]]:18:encountering obstructions. 39no. samples from the trial pits and 5no. samples from the boreholes, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:18:the boreholes, with the deposits found to be between 4m (BH26) and 6.3m (BH21) thick. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:18:Groundwater strikes were also encountered within each of the boreholes; occurring within both [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:18:silt and sand partings. Within two of the three boreholes (BH21 and BH26) soft and firm to firm [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:25:Groundwater and gas monitoring standpipes were installed within each of the boreholes sunk in [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:28:limited to BH28, the highest concentrations are typically noted in that borehole. Exceedances 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]]:28:exceedances are often only associated with a single result, and are not limited to a single borehole. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:34:Gas monitoring was undertaken in standpipes which were installed in boreholes BH21, and BH23 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]]:34:BH28. Single installations had been fitted to boreholes BH21, 24, 26 and 27, and dual installations [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:34:fitted to boreholes BH23, 25 and 28, Monitoring was undertaken on four occasions, between [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:34:undertaken for boreholes BH21 and 23, and for all four rounds of monitoring in BH24. On the fourth [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:34:Boreholes BH26, BH27, BH28 (shallow installation) and BH25 (deeper installation) generally reported [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:35: Borehole Depth of Date Methane % v/v [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:35:boreholes BH21, BH27 and the deeper installation within BH25, with slightly higher peak [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:36:installation in borehole BH23, and of up to 0.8% within the deeper installation; with concentrations [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:36: Borehole Depth of Date Carbon dioxide % v/v [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:37:of monitoring for boreholes BH21 and BH23, and the deeper installation of BH25. Elsewhere [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:37:installation fitted to borehole BH25 on 15 September 2017. As with the methane monitoring from [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:37: Borehole Flow rate Methane Carbon Dioxide Max Max [[this>Teesworks/Planning/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:granular Made Ground; due to the nature of the material and cobble and boulder content, boreholes [[this>Teesworks/Planning/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:it as a slightly clayey slightly gravelly sandy silt. On review of the borehole log, the deposit is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:46:natural sand deposits within some of the boreholes sunk in areas C and D. They are often described [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:53:Based on boreholes information with areas C and D, the base of the Made Ground decreases in [[this>Teesworks/Planning/R-2021-0878-ESM/R-2021-0878-ESM-Consultee Response -Strategic Conservation Officer.pdf|R-2021-0878-ESM-Consultee Response -Strategic Conservation Officer.pdf]]:1:i Before site remediation or development commences, archaeological evaluation of relevant borehole and test pit [[this>Teesworks/Planning/R-2021-0878-ESM/R-2021-0878-ESM-Consultee Response -Strategic Conservation Officer.pdf|R-2021-0878-ESM-Consultee Response -Strategic Conservation Officer.pdf]]:1:monitoring of deep excavations and piling in any areas indicated by the evaluation of borehole and test pit data to [[this>Teesworks/Planning/R-2021-0878-ESM/R-2021-0878-ESM-Officer Report 0878.pdf|R-2021-0878-ESM-Officer Report 0878.pdf]]:3:evaluation of relevant borehole and test pit data; ii During remediation [[this>Teesworks/Planning/R-2021-0878-ESM/R-2021-0878-ESM-Officer Report 0878.pdf|R-2021-0878-ESM-Officer Report 0878.pdf]]:4:evaluation of borehole and test pit data to be of potential archaeological [[this>Teesworks/Planning/R-2021-0269-CD/R-2021-0269-CD-Decision Notice.pdf|R-2021-0269-CD-Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-0269-CD/R-2021-0269-CD-Decision Notice.pdf|R-2021-0269-CD-Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf]]:27: BOREHOLE PRAIRIE_AUK_BH109 [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf]]:27: BOREHOLE PRAIRIE_AUK_BH109 [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf]]:27: BOREHOLE [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000007_App_D-1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000007_App_D-1.pdf]]:1: BOREHOLE ROAD CORE [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000008_App_D-2.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000008_App_D-2.pdf]]:1:* Distance from origin presents the relative positions of the boreholes and trial pits and is different to scheme chainages. [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000009_App_D-3.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000009_App_D-3.pdf]]:1: * Distance from origin presents the relative positions of the boreholes and trial pits and is different to scheme chainages. [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:6:Draft Trial Pit and Borehole Logs [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:9:  10no. boreholes drilled by a Dando 2000 cable-percussive rig, with target depths of between 10m and [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:9: 20m, or refusal on bedrock, 4no. of these boreholes were advanced 5m into the underlying bedrock. [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:9: Boreholes were advanced through previously excavated trial pits; [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:14:Historical borehole logs from Enviros and others indicate a substantial thickness of Made Ground underlies [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:16:across the site. The full geology encountered is provided in draft on the AEG trial pit and borehole logs within [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:16:Appendix C and will be presented in the AEG factual report when available, a draft borehole and trial pit [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:16: Encountered in 41 trial pits and 1 boreholes. Generally comprised soft [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:16: boreholes. [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:17: with no Glaciolacustrine Deposits present and in all 9 boreholes which [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:17: Aquifer) three boreholes. [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:18:and 7.1m (Prairie_AUK_BH101) of Glacial Till in all boreholes. Sand or gravel rich lenses were identified within [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:19:Mercia Mudstone was identified (borehole Prairie_AUK_BH102 refused in Made Ground), recovered as a weak [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:21: Borehole Aquifer to Groundwater [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:21: Borehole Aquifer to Groundwater [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:33: Based the limited thickness of Glacial Till / Glaciolacustrine Deposits identified in some on-site boreholes [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:49:from trial pits and a ‘pond’ and analysed for a range of contaminants. The boreholes screen subsurface geology [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:49: Borehole Aquifer [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:77:Draft Trial Pit and Borehole Logs [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:462: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:463: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:464: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:465: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:465: (4) Borehole collapsed back from 8.00-7.20m BGL. [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:466: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:467: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:468: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:469: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:473: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:474: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:475: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:476: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:477: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:478: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:479: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:480: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:484: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:488: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/Phase II ESA.pdf|Phase II ESA.pdf]]:489: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:8: Borehole Aquifer Groundwater [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:8: Borehole Aquifer Groundwater [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:10: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l) [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:11: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l) [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:17:contaminants. The boreholes screen subsurface geology as shown in the table below. [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:17: Borehole Aquifer [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:18: Borehole Aquifer [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:33: 3.3 Exploratory Holes: Boreholes .........................................................................................6 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:34: Borehole Records 2 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:35:  Ten cable percussive boreholes, four of which were advanced using rotary coring techniques. [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:37:be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. A key to all [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:38:3.3 Exploratory Holes: Boreholes [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:38:Ten boreholes were sunk using a Dando 2000 drilling rig, utilising cable percussive (shell and clay cutter) [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:38:Four boreholes were further advanced using either a Boart Longyear DB540 or a Comacchio GEO 305, [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:38:The Borehole Records are presented as Field Data Enclosure 2. [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:39:was added during advancement of the boreholes in order to facilitate drilling operations. As a consequence [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:39:boreholes, which subsequently may have been sealed as a result of progressing the casing. [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:39:All ten boreholes (PRAIRIE_AUK_BH101 to PRAIRIE_AUK_BH110 inclusive) were installed with monitoring [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:39:are shown in the Borehole Summary Table within Field Data Enclosure 2. [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:40:identification, information is provided in the relevant Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:40:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes in accordance [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:40:depth on the Borehole Records. [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:40:Standard Penetration Testing (SPT) was carried out in the boreholes in accordance with techniques outlined [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:40:Borehole Records. (Refer to page 6 of the key sheets for further details). [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:41:on the Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:44:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:45:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:45: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:47:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:47:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:47:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:47:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:48:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:56:Borehole Records [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:57:Borehole Summary Table [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:58: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:59: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:60: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:61: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:61: (4) Borehole collapsed back from 8.00-7.20m BGL. [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:62: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:63: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:64: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:65: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:69: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:70: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:71: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:72: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:73: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:74: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:75: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:76: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:80: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:84: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:85: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:3: 3.3 Exploratory Holes: Boreholes .........................................................................................6 [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:4: Borehole Records 2 [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:5:  Ten cable percussive boreholes, four of which were advanced using rotary coring techniques. [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:7:be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. A key to all [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:8:3.3 Exploratory Holes: Boreholes [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:8:Ten boreholes were sunk using a Dando 2000 drilling rig, utilising cable percussive (shell and clay cutter) [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:8:Four boreholes were further advanced using either a Boart Longyear DB540 or a Comacchio GEO 305, [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:8:The Borehole Records and a summery table of any relevant remarks are presented as Field Data Enclosure [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:9:was added during advancement of the boreholes in order to facilitate drilling operations. As a consequence [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:9:boreholes, which subsequently may have been sealed as a result of progressing the casing. [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:9:All ten boreholes (PRAIRIE_AUK_BH101 to PRAIRIE_AUK_BH110 inclusive) were installed with monitoring [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:9:are shown in the Borehole Summary Table within Field Data Enclosure 2. [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:10:identification, information is provided in the relevant Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:10:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes in accordance [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:10:depth on the Borehole Records. [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:10:Standard Penetration Testing (SPT) was carried out in the boreholes in accordance with techniques outlined [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:10:Borehole Records. (Refer to page 6 of the key sheets for further details). [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:11:on the Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:14:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:15:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:15: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:17:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:17:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:17:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:17:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:18:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:23: BOREHOLE [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:24: PRAIRIE_AUK_TP106 PRAIRIE_AUK_BH104 BOREHOLE [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:25: PRAIRIE_AUK_TP156A PRAIRIE_AUK_TP155 BOREHOLE [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:26:Borehole Records [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:27:Borehole Summary Table [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:27:Any relevant photographs are presented after the applicable Borehole Record [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:28: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:29: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:30: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:31: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:31: (4) Borehole collapsed back from 8.00-7.20m BGL. [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:32: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:33: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:34: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:35: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:39: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:40: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:41: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:42: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:43: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:44: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:45: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:46: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:50: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:54: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:55: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:14:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:15:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:15: particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology used is [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:17:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:17:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:17:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:17:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:18:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf]]:18: 10 No. boreholes to 6.80m and 18.40m bgl, [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf]]:18: 4 No. boreholes to 9.50m and 20.80m bgl, [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf]]:43:triaxial tests were undertaken on Glaciolacustrine Deposits samples in borehole PRAIRIE_AUK_BH101 which [[this>Teesworks/Planning/R-2021-0100-CD/b/STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf|STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf]]:52:was encountered at 8.7m bgl (1.5m AOD) and 14.4m bgl (-6.6m AOD) based on the nearby deeper boreholes [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf|10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf]]:10:have included trial pitting, borehole drilling, soil and groundwater monitoring and analytical testing (Enviros [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf|10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf]]:11:advancement of 10no. boreholes to a maximum depth of 20.8m below ground level (bgl) and the installation [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf|10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf]]:11:Deposits were found to be continuous across the site, however in every borehole that was progressed to [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf|10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf]]:15: Mudstone was encountered in boreholes drilled in the northern part of [[this>Teesworks/Planning/R-2021-0100-CD/b/10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf|10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf]]:29: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000008_App_D-2.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000008_App_D-2.pdf]]:1:* Distance from origin presents the relative positions of the boreholes and trial pits and is different to scheme chainages. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf]]:10:have included trial pitting, borehole drilling, soil and groundwater monitoring and analytical testing (Enviros [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf]]:11:advancement of 10no. boreholes to a maximum depth of 20.8m below ground level (bgl) and the installation [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf]]:11:Deposits were found to be continuous across the site, however in every borehole that was progressed to [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf]]:15: Mudstone was encountered in boreholes drilled in the northern part of [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf]]:29: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000007_App_D-1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000007_App_D-1.pdf]]:1: BOREHOLE ROAD CORE [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf]]:27: BOREHOLE PRAIRIE_AUK_BH109 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf]]:27: BOREHOLE PRAIRIE_AUK_BH109 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf]]:27: BOREHOLE [[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]]:8: Borehole Aquifer Groundwater [[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]]:8: Borehole Aquifer Groundwater [[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]]:10: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l) [[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]]:11: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l) [[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]]:17:contaminants. The boreholes screen subsurface geology as shown in the table below. [[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]]:17: Borehole Aquifer [[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]]:18: Borehole Aquifer [[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]]:33: 3.3 Exploratory Holes: Boreholes .........................................................................................6 [[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]]:34: Borehole Records 2 [[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]]:35:  Ten cable percussive boreholes, four of which were advanced using rotary coring techniques. [[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]]:37:be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. A key to all [[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]]:38:3.3 Exploratory Holes: Boreholes [[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]]:38:Ten boreholes were sunk using a Dando 2000 drilling rig, utilising cable percussive (shell and clay cutter) [[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]]:38:Four boreholes were further advanced using either a Boart Longyear DB540 or a Comacchio GEO 305, [[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]]:38:The Borehole Records are presented as Field Data Enclosure 2. [[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]]:39:was added during advancement of the boreholes in order to facilitate drilling operations. As a consequence [[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]]:39:boreholes, which subsequently may have been sealed as a result of progressing the casing. [[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]]:39:All ten boreholes (PRAIRIE_AUK_BH101 to PRAIRIE_AUK_BH110 inclusive) were installed with monitoring [[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]]:39:are shown in the Borehole Summary Table within Field Data Enclosure 2. [[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]]:40:identification, information is provided in the relevant Borehole and Trial Pit Records. [[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]]:40:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes in accordance [[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]]:40:depth on the Borehole Records. [[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]]:40:Standard Penetration Testing (SPT) was carried out in the boreholes in accordance with techniques outlined [[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]]:40:Borehole Records. (Refer to page 6 of the key sheets for further details). [[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]]:41:on the Borehole and Trial Pit Records. [[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]]:44:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[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]]:45:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[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]]:45: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[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]]:47:Water Depth Water level within the borehole at the start and end of shift. [[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]]:47:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[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]]:47:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[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]]:47:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[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]]:48:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[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]]:56:Borehole Records [[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]]:57:Borehole Summary Table [[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]]:58: BOREHOLE RECORD PRELIM3 [[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]]:59: BOREHOLE RECORD PRELIM3 [[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]]:60: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:61: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:61: (4) Borehole collapsed back from 8.00-7.20m BGL. [[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]]:62: BOREHOLE RECORD PRELIM3 [[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]]:63: BOREHOLE RECORD PRELIM3 [[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]]:64: BOREHOLE RECORD PRELIM3 [[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]]:65: BOREHOLE RECORD PRELIM3 [[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]]:69: BOREHOLE RECORD PRELIM3 [[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: BOREHOLE RECORD PRELIM3 [[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]]:71: BOREHOLE RECORD PRELIM3 [[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]]:72: BOREHOLE RECORD PRELIM3 [[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]]:73: BOREHOLE RECORD PRELIM3 [[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]]:74: BOREHOLE RECORD PRELIM3 [[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]]:75: BOREHOLE RECORD PRELIM3 [[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]]:76: BOREHOLE RECORD PRELIM3 [[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]]:80: BOREHOLE RECORD PRELIM3 [[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]]:84: BOREHOLE RECORD PRELIM3 [[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]]:85: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:14:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:15:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:15: particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology used is [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:17:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:17:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:17:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:17:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:18:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000009_App_D-3.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000009_App_D-3.pdf]]:1: * Distance from origin presents the relative positions of the boreholes and trial pits and is different to scheme chainages. [[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]]:3: 3.3 Exploratory Holes: Boreholes .........................................................................................6 [[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]]:4: Borehole Records 2 [[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]]:5:  Ten cable percussive boreholes, four of which were advanced using rotary coring techniques. [[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]]:7:be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. A key to all [[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]]:8:3.3 Exploratory Holes: Boreholes [[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]]:8:Ten boreholes were sunk using a Dando 2000 drilling rig, utilising cable percussive (shell and clay cutter) [[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]]:8:Four boreholes were further advanced using either a Boart Longyear DB540 or a Comacchio GEO 305, [[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]]:8:The Borehole Records and a summery table of any relevant remarks are presented as Field Data Enclosure [[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]]:9:was added during advancement of the boreholes in order to facilitate drilling operations. As a consequence [[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]]:9:boreholes, which subsequently may have been sealed as a result of progressing the casing. [[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]]:9:All ten boreholes (PRAIRIE_AUK_BH101 to PRAIRIE_AUK_BH110 inclusive) were installed with monitoring [[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]]:9:are shown in the Borehole Summary Table within Field Data Enclosure 2. [[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]]:10:identification, information is provided in the relevant Borehole and Trial Pit Records. [[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]]:10:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes in accordance [[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]]:10:depth on the Borehole Records. [[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]]:10:Standard Penetration Testing (SPT) was carried out in the boreholes in accordance with techniques outlined [[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]]:10:Borehole Records. (Refer to page 6 of the key sheets for further details). [[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]]:11:on the Borehole and Trial Pit Records. [[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]]:14:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[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]]:15:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[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]]:15: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[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]]:17:Water Depth Water level within the borehole at the start and end of shift. [[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]]:17:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[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]]:17:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[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]]:17:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[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]]:18:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[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]]:23: BOREHOLE [[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]]:24: PRAIRIE_AUK_TP106 PRAIRIE_AUK_BH104 BOREHOLE [[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]]:25: PRAIRIE_AUK_TP156A PRAIRIE_AUK_TP155 BOREHOLE [[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]]:26:Borehole Records [[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]]:27:Borehole Summary Table [[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]]:27:Any relevant photographs are presented after the applicable Borehole Record [[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]]:28: BOREHOLE RECORD FINAL [[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]]:29: BOREHOLE RECORD FINAL [[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]]:30: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:31: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:31: (4) Borehole collapsed back from 8.00-7.20m BGL. [[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]]:32: BOREHOLE RECORD FINAL [[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]]:33: BOREHOLE RECORD FINAL [[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]]:34: BOREHOLE RECORD FINAL [[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]]:35: BOREHOLE RECORD FINAL [[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]]:39: BOREHOLE RECORD FINAL [[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: BOREHOLE RECORD FINAL [[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]]:41: BOREHOLE RECORD FINAL [[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]]:42: BOREHOLE RECORD FINAL [[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]]:43: BOREHOLE RECORD FINAL [[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]]:44: BOREHOLE RECORD FINAL [[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]]:45: BOREHOLE RECORD FINAL [[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]]:46: BOREHOLE RECORD FINAL [[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]]:50: BOREHOLE RECORD FINAL [[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]]:54: BOREHOLE RECORD FINAL [[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]]:55: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:6:Draft Trial Pit and Borehole Logs [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:9:  10no. boreholes drilled by a Dando 2000 cable-percussive rig, with target depths of between 10m and [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:9: 20m, or refusal on bedrock, 4no. of these boreholes were advanced 5m into the underlying bedrock. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:9: Boreholes were advanced through previously excavated trial pits; [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:14:Historical borehole logs from Enviros and others indicate a substantial thickness of Made Ground underlies [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:16:across the site. The full geology encountered is provided in draft on the AEG trial pit and borehole logs within [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:16:Appendix C and will be presented in the AEG factual report when available, a draft borehole and trial pit [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:16: Encountered in 41 trial pits and 1 boreholes. Generally comprised soft [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:16: boreholes. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:17: with no Glaciolacustrine Deposits present and in all 9 boreholes which [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:17: Aquifer) three boreholes. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:18:and 7.1m (Prairie_AUK_BH101) of Glacial Till in all boreholes. Sand or gravel rich lenses were identified within [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:19:Mercia Mudstone was identified (borehole Prairie_AUK_BH102 refused in Made Ground), recovered as a weak [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:21: Borehole Aquifer to Groundwater [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:21: Borehole Aquifer to Groundwater [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:33: Based the limited thickness of Glacial Till / Glaciolacustrine Deposits identified in some on-site boreholes [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:49:from trial pits and a ‘pond’ and analysed for a range of contaminants. The boreholes screen subsurface geology [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:49: Borehole Aquifer [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:77:Draft Trial Pit and Borehole Logs [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:462: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:463: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:464: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:465: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:465: (4) Borehole collapsed back from 8.00-7.20m BGL. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:466: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:467: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:468: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:469: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:473: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:474: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:475: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:476: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:477: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:478: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:479: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:480: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:484: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:488: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:489: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf]]:18: 10 No. boreholes to 6.80m and 18.40m bgl, [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf]]:18: 4 No. boreholes to 9.50m and 20.80m bgl, [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf]]:43:triaxial tests were undertaken on Glaciolacustrine Deposits samples in borehole PRAIRIE_AUK_BH101 which [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf]]:52:was encountered at 8.7m bgl (1.5m AOD) and 14.4m bgl (-6.6m AOD) based on the nearby deeper boreholes [[this>Teesworks/Planning/R-2021-0067-CD/R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf|R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf]]:25: o not within 50m of a spring, well or borehole; [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:9:Borehole log SBA_AUK_BH108 [[Arcadis 2021a]] indicate a substantial thickness (5.7m) of Made [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:12:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:21:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:21:There are existing borehole installations across the site. Where possible boreholes within defined [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:21:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[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]]:10:  Arcadis, The Former SSI Steelworks, Redcar: Replacement Cle3/8 Landfill Boreholes CQA Validation [[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: Made Ground Light grey to dark grey slag 3.3 – 10.2 1.0 – 9.0m bgl (2.2 to - 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]]: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]]:14: CLAY Undifferentiated Boreholes AS8 and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:26: Tees Industrial Area- Site C-  Advancement of six boreholes to depths of between 18.70m BGL (BH-C04) and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:26: However, in borehole BHC6, the made ground was found to extend down to 10.0m below ground. [[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:  11 boreholes to up to 10m. [[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]]:27: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it [[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]]:27: 3 Boreholes, BH2B1 to BH2B3, were excavated at south bank oil farm. (this was a variation agreed [[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]]:27: with the EA to the scope in the 2004 report. The boreholes were to a maximum depth of 13m and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:28: Landfill Boreholes CQA material and was owned by TATA Steel Limited. [[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]]:28: perimeter of the CLE 3/8 landfill. All three boreholes lie within the current site. [[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]]:28: metal debris and blast furnace wastes. The Made ground is very hard and typically boreholes have [[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]]:30: typically BGS 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]]:30: firebricks, BGS 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]]:30: Mudstone proven Boreholes [[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]]:30: black 12m BGS borehole Aquifer narrow band [[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]]:30: sandstones 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]]:30: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer encountered in [[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]]:30: subordinate not proven 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]]:39: carried out within the site comprised 3 exploratory holes (2 trial pits, 1 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]]:42: 2011  13 cable percussion boreholes to up to 10.2m 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]]:42:  15 window sample boreholes; [[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]]:42: A previous investigation (Contamination Consultants, 2007) comprised 8 boreholes and 13 trial [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:43: holes, 8 boreholes, sampling of spoils and waters, chemical testing and gas monitoring. 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]]:44: Gas monitoring of boreholes was carried out, and the results of the monitoring indicated that 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]]:46: A number of borehole records are available on the BGS GeoIndex web portal, which have been reviewed for 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]]:46: The findings of these boreholes generally concur with the published mapping and are summarised below: [[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]]:46: Borehole 26/R [[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]]:46: strine to stiff brown silty Strata in some boreholes. Thin layer [[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]]:46: partings of sand. in Borehole 26/O. [[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]]:46: many boreholes [[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]]:46: Weathered Stiff to hard grey 0.45 – 1.5 4.6 – 11.35 4.60 to Secondary Base not proven 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]]:56: Groundwater, 5 trial pits and 1 borehole were advanced within or on the boundary of the current area. [[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]]:58: Appendix D. Several borehole records are available on the BGS GeoIndex web portal, which have been reviewed [[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]]:58: typically BGS 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]]:58: firebricks, BGS 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]]:59: Deposits deposits of BGS borehole Undifferentiated south east of River [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:59: sand layers BGS 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]]:59: lacustrine clayey BGS borehole Strata [[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: Data reviewed included Enviros 2004 ground investigations, which comprised 2 boreholes and 10 [[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: in one borehole location. [[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]]:78: - Intrusive investigation comprising 40 trial pits and 9 boreholes in the former Redcar Iron [[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]]:78: works area, and 40 trial pits and 5 boreholes on the Warrenby Landfill area. A further 5 [[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]]:78: boreholes were proposed on the remainder of the site. [[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]]:78: - Further desk based research on borehole logs, halite mineral rights, permit review and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:78: - Intrusive investigation comprising 9 boreholes, 35 trial pits, geophysical survey and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:79: Four monitoring boreholes are Phase 2 were subject to additional monitoring. Control levels were [[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]]:130:Trial Pit and Borehole Logs [[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]]:131:The initial scope for the investigation included the use of cable percussion boreholes to confirm 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]]:131: Phase 1- six no cable percussion boreholes to maximum depth of 17.00m (note 5 of 6 boreholes [[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]]:133:collected as part of the site investigation works by AEG. (Borehole logs 4154a SLEMS Investigation [[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]]:133:Final Borehole logs). [[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]]:135:The following borehole records have also been identified for the site: [[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]]:135: Borehole NZ52SW315 Silty sand (TFD) to 4.6m Surface level 3.3m AOD [[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]]:135: Borehole Slag fill to 0.9m [[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]]:139:cobbles and boulders, the majority of the boreholes had to be terminated before confirming the full [[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]]:139:from the cable percussion boreholes was limited and the boreholes may overestimate the quantity of [[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]]:139:investigation across the site, further detail is provided on the trial pit and borehole logs Appendix D. [[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:Natural deposits were identified in one borehole (BH08) and three trial pits during phase 1 of 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]]:140:trial pitting. The borehole data has been omitted due to the possibility of oversize material being “driven” [[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]]:142:of the basal slag layer varies from approximately -1.9m AOD (AEG borehole BH08) to +4.8m AOD [[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]]:142:site. The borehole information also suggests that the thickness of the basal slag layer varies. It 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]]:142:borehole information and topographic elevation of the area outside of the SLEMS mound. . [[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]]:154: -T22 D-B 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]]:185:Trial Pit and Borehole Logs [[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]]:186: BOREHOLE RECORD FINAL [[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]]:186: Borehole terminated at 3.10m BGL - unable to progress due to tools [[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]]:187: BOREHOLE RECORD FINAL [[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]]:187: Borehole terminated at 3.00m BGL - unable to progress. [[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: BOREHOLE RECORD FINAL [[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: Borehole terminated at 4.10m BGL - unable to progress. [[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: BOREHOLE RECORD FINAL [[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: Borehole terminated at 7.40m BGL - unable to progress. [[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: BOREHOLE RECORD FINAL [[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: BOREHOLE RECORD FINAL [[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: BOREHOLE RECORD FINAL [[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: 17.00 ES60 Borehole complete at 17.00m BGL. [[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: BOREHOLE RECORD FINAL [[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: BOREHOLE RECORD FINAL [[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: Borehole terminated at 8.50m BGL - due to very slow progress. [[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]]:272: CLE3/8 Landfill Boreholes, [[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]]:273:LANDFILL BOREHOLES [[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]]:275:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[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]]:276:3.1 Borehole Formation .............................................................................................................................. 5 [[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]]:277:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[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]]:277:Site Layout and Borehole Location Plan [[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]]:278:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[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]]:278:The scope for this investigation was developed after reviewing the original borehole logs and monitoring [[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]]:278:well installation details from J.B. Site Investigations (boreholes BHD and BHF, 2003) and Hymas [[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]]:278:GeoEnvironmental Ltd. (borehole BH4R, 2001). The details of these boreholes and the monitoring wells [[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]]:278: Drilling of 3no. boreholes using Cable-Percussive drilling techniques; and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:279:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:280:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:280:The area identified for the replacement boreholes is located in the south-western part of the larger [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:280:original positions of the boreholes are presented below, and the positions of the newly installed [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:280:replacement boreholes are presented as Figure 2. [[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]]:281:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[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]]:282:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[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]]:282:3.1 Borehole Formation [[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]]:282: Three boreholes (BH4R, BHD and BHF) were progressed by AEG via cable percussive sampling [[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]]:282:the replacement borehole was scoped to be progressed to 10m bgl or until Glacial Till was proven. [[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]]:282:However, during the progression of the replacement borehole the slag material was observed to be [[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]]:282:between 8.5 and 9.0m bgl (Glaciolacustrine Deposits); as such, the borehole was terminated shallower [[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]]:282:borehole was terminated at this depth. The monitoring well installed was as per the original 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]]:282:200mm diameter casing and tools. Boreholes were logged in accordance with BS5930:2015 by a [[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]]:282:Combined permanent ground gas and groundwater monitoring wells were installed in all boreholes to [[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]]:282:wells are provided on the relevant borehole logs within Appendix B. [[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]]:283:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[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]]:283:within boreholes BH4R at 19m bgl and 7m bgl in BHD upon completion. [[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]]:284:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[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]]:285: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:286:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[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]]:286:Site Layout and Borehole Location Plan [[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]]:288:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[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]]:289:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[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]]:290:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[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]]:291: BOREHOLE RECORD PRELIM1 [[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]]:292: BOREHOLE RECORD PRELIM1 [[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]]:293: BOREHOLE RECORD PRELIM1 [[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]]:293: Borehole complete at 20.00m BGL. [[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]]:294: BOREHOLE RECORD PRELIM1 [[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]]:295: BOREHOLE RECORD PRELIM1 [[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]]:295: Borehole complete at 9.00m BGL [[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]]:296: BOREHOLE RECORD PRELIM1 [[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]]:297: BOREHOLE RECORD PRELIM1 [[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]]:297: Borehole complete at 11.00m BGL. [[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]]:298:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[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]]:317:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[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]]:318:Plate 01 – 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]]:319:borehole progression. [[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]]:328:Figure 3 .............................................................................. Historical Boreholes and Trial Pits Location Plan [[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]]:335: Historical boreholes within or adjacent to the site 1973 – Tees Crossing [[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]]:337: on boreholes drilled 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]]:338: location of Boreholes [[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]]:346: Misc. Logs – 1958 to 1966 Cementation & Co Limited Borehole logs from ground BGS logs [[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]]:346: Tees. Borehole sunk off‐ co‐ordinates have been [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:346: “South Tees Industrial Area Allied Exploration and Borehole logs and 1999 investigation [[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]]:355:Groundwater was recorded within a number of historical boreholes sunk across the site. 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]]:356: Borehole reference Strike Rise Geology [[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: Borehole depth Water depth mbgl [[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: BGS boreholes [[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]]:357: Borehole reference Strike Rise Geology [[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]]:357: Borehole depth Water depth mbgl [[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]]:358: Borehole reference Strike Rise Geology [[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]]:358: Borehole depth Water depth mbgl [[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]]:359:consistent flow patterns, with groundwater typically only found within deeper monitoring boreholes. [[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]]:359:Due to the arrangement and variation in boreholes across the site the 2004 interpretative report [[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]]:378:Fresh water was pumped down boreholes into the salt bed, dissolving it. The resulting brine was then [[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]]:394:with coal tar, a by‐product of Coke Manufacturing. The borehole is located northwest and downstream [[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]]:400:guideline values are attributed to a single borehole located adjacent to the northeast of the Fuel Oil [[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]]:400:within exploratory hole DAB1 at a depth of 7mbgl. The boreholes are located within the footprint of a [[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]]:400:Lead are also recorded within the Made Ground of Area D. These are associated with a single 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]]:423:  Survey the existing groundwater and gas monitoring boreholes within the site [[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]]:423: Railway Sidings 3No. Rotary corded boreholes within former Concrete Works, associated sidings and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:423: geotechnical testing. Boreholes to determine the thickness of 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]]:423: within boreholes Installations to monitor and sample [[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]]:423: 3No. Rotary corded boreholes within railway sidings [[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]]:423: Samples of geo‐environmental and Boreholes to determine the thickness of 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]]:423: within boreholes groundwater and establish whether potential [[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]]:424: Galvanising Works 3No. Rotary cored boreholes within cable electric sub‐station and stockpiles associated [[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]]:424: Groundwater monitoring piezometers Boreholes to target former sub‐station, [[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]]:424: within boreholes chimneys and stockpile area and for [[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]]:424: docklands and railway 3No. Rotary cored boreholes within cable Made Ground and allow for geo‐environmental [[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]]:424: within boreholes [[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]]:424: Travelling Cranes and 15No. Rotary cored boreholes with cable embankments and former sidings, particularly [[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]]:424: within boreholes [[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]]:424: Boreholes to determine thickness of Made [[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]]:424: 3No. Rotary cored boreholes with cable reservoir area and ‘jallop’ storage area. [[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]]:424: geotechnical testing. Boreholes to determine thickness of Made [[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]]:424: within boreholes superficials. Gas monitoring and groundwater [[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]]:425: Slag Brick Works 10No. Rotary cored boreholes with cable Cleveland Salt Works. Storage tank areas to be [[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]]:425: within boreholes investigation. [[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]]:425: Boreholes to determine thickness of Made [[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]]:425: Processing Plant 4No. Rotary cored boreholes with cable Plant and Ore Processing Plants and 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]]:425: Gas and groundwater monitoring Boreholes to determine thickness of Made [[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]]:425: Stocking Areas 6No. Rotary cored boreholes with cable sidings associated with the stocking areas. [[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]]:425: Samples of geo‐environmental and Boreholes to prove the thickness of Made [[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]]:425: 5No. rotary cored boreholes with cable and stockpile area to the south. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:426: Boreholes to determine thickness of Made [[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]]:426: (Ferro‐Manganese 8No. rotary cored boreholes with cable former Bessemer Works and Pig Casting [[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]]:426: Boreholes to prove the thickness of Made [[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]]:426: 3No. rotary cored boreholes with cable [[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]]:426: Samples of geo‐environmental and Boreholes to prove the thickness of Made [[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]]:426: intervals Boreholes to prove the thickness of Made [[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]]:426: 5No. rotary cored boreholes with cable Ground and allow for groundwater monitoring [[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]]:426: O Fuel Oil Storage 5No. rotary cored boreholes with cable Rotary coring required to enable boreholes to [[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]]:426: Samples of geo‐environmental and Boreholes to allow installation of groundwater [[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]]:426: P Area of Tarmac Group 100No. machine excavated trial pits to Some of the cable percussive boreholes could [[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]]:427: 15No. rotary cored boreholes with cable excavated and broken up and therefore rotary [[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]]:477: HISTORIC BOREHOLES [[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]]:489:3 Boreholes, BH2B1 to BH2B3, were excavated at south bank oil farm. 8 trial pits TP1T1 to [[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]]:489:1T8 and 3 boreholes BH12B1 to BH12B3 were excavated at Area 12, Redcar Coke Ovens [[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]]:489:and By-Products Plant. Groundwater monitoring wells were installed in each borehole to a [[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]]:490:been proposed to monitor the groundwater boreholes to identify any loss of containment at [[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]]:490:analysis of the upgradient boreholes, then more intensive monitoring will be undertaken until [[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]]:492:Appendix B1. Boreholes were installed by J.B.Site Investigation, a sub-contractor of Soil [[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]]:492:mechanics, under the supervision of Mr Richard Hardeman. Boreholes 2B2, 2B3, 12B2 and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:492:12B3 were completed in this period. Rotary boreholes using a symmetrix technique were [[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]]:492:monitoring standpipes, as detailed in the borehole logs given in Appendix B2. [[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]]:492:boreholes had to be installed using a Sonic Drilling Technique. BH2B1 and BH12B1 were [[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]]:492:were installed with groundwater monitoring standpipes, as detailed in the borehole logs given [[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]]:492:Made Ground. This led to the abandonment of two boreholes, and a new sonic drilling [[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]]:492:technique was used to excavate the boreholes to the desired depth. This change in drilling [[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]]:492:technique and contractors led to delays in the installation of boreholes, and therefore 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]]:493:Trial pits were advanced at all exploratory locations, including the pre-excavation of 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]]:493:Boreholes were installed to provide groundwater Reference Data and allow for continued [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:493:drilling technique has been revised. The installation of groundwater monitoring boreholes at [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:493:made ground. Consequently, boreholes will be advanced using rotary drilling techniques that [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:493:boreholes will be advanced through the trial pits and logged from 4m to a maximum depth of [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:493:final boreholes had to be installed using a Sonic Drilling Technique. BH2B1 and 12B1 were [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:493:were installed with groundwater monitoring standpipes, as detailed in the borehole logs given [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:493:Trial pit and borehole installation methodologies are reproduced in Appendix C. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:493:Groundwater monitoring wells were installed in each borehole to a maximum depth of 13m [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:493:where necessary, by the use of bentonite seals in boreholes. Where contamination is [[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]]:494:Sampling of groundwater from the boreholes will be undertaken in accordance with BS 6068- [[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]]:494:equipment. The determination of successful borehole development shall be either when 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]]:494:and pH stabilise, or if the borehole has purged dry prior to stabilisation. One sample per [[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]]:494:The findings are discussed in Section 2.4 below and all physical ground results (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]]:494:The SPMP for Cleveland Works proposed two trial pits (2T1 and 2T2) and one 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]]:494:has been considered, and it is now proposed to advance three boreholes (2B1 to 2B3) [[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]]:494:through the made ground to a depth of 10m. The boreholes will be positioned to the south [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:494:with the remaining borehole positioned to the west at the down-gradient location between 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]]:494:tanks and the River Tees. Given that the borehole locations will be pre-excavated to 4m [[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]]:495:along the river bank. The location of the down gradient borehole (BH2B2) has been relocated [[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]]:495:The SPMP for Redcar Works proposed nine trial pits (12T1 and 12T9) and three boreholes [[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]]:495:has been considered, and it is now proposed to advance three boreholes (12B1 to 12B3) and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:495:The boreholes will be positioned to provide one to the south of the ammoniacal liquor tanks [[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]]:495:to establish up-gradient soil and groundwater conditions, with the remaining two boreholes [[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]]:496:3 Boreholes, BH2B1 to BH2B3, were excavated at south bank oil farm. Borehole logs are [[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]]:496: base of the boreholes at 13 metres. The thickness of this silty sand is unknown. This [[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]]:496:Groundwater was encountered within the estuarine alluvium at the base of the boreholes, [[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]]:496:groundwater was not encountered within any of the boreholes. Groundwater monitoring [[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]]:496:installations were screened within the alluvial deposits as shown on the borehole logs. [[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]]:497:Prior to excavation of boreholes, trial pits were excavated within the made ground to a [[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]]:497:Groundwater samples were taken from the three boreholes in order to define baseline [[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]]:497:8 trial pits TP1T1 to 1T8 and 3 boreholes BH12B1 to BH12B3 were excavated at Area 12, [[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]]:497:Redcar Coke Ovens and By-Products Plant. Borehole logs and trial pit logs are provided [[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]]:497: • Silty sand was encountered below the Made Ground to the base of the boreholes. [[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]]:497:8 trial pits were excavated within the area, and the three borehole locations were pre- [[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]]:497:During borehole excavation at 12B1 traces of hydrocarbon contamination within the Made [[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]]:497:Groundwater samples were taken from the three boreholes in order to define baseline [[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]]:499:collection of Reference Data. The locations of the boreholes for groundwater monitoring are [[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]]:499:infrastructure checklist is provided in Appendix G. Each borehole will have a documented [[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]]:499:Groundwater will be monitored at all boreholes installed for the collection of Reference data [[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]]:500:increase is not reflected in the analysis of the upgradient boreholes, then more intensive [[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]]:500: • If yes, has a similar increase been seen in the upgradient boreholes to those [[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]]:504: @ BOREHOLES [[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]]:505: @ BOREHOLES [[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]]:506:Appendix B2 Borehole Logs [[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]]:508: Project Business Division BOREHOLE No [[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]]:509: Project Business Division BOREHOLE No [[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]]:510: Project Business Division BOREHOLE No [[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]]:511: Project Business Division BOREHOLE No [[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]]:512: Project Business Division BOREHOLE No [[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]]:513: Project Business Division BOREHOLE No [[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]]:514: Project Business Division BOREHOLE No [[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]]:515: Project Business Division BOREHOLE No [[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]]:516: Appendix B2 Borehole Logs [[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]]:517: BOREHOLE LOG [[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]]:517: Project Business Division BOREHOLE No [[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]]:518: BOREHOLE LOG [[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]]:518: Project Business Division BOREHOLE No [[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]]:519: BOREHOLE LOG [[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]]:519: Project Business Division BOREHOLE No [[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]]:520: BOREHOLE LOG [[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]]:520: Project Business Division BOREHOLE No [[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]]:521: BOREHOLE LOG [[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]]:521: Project Business Division BOREHOLE No [[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]]:522: BOREHOLE LOG [[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]]:522: Project Business Division BOREHOLE No [[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]]:523: BOREHOLE LOG [[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]]:523: Project Business Division BOREHOLE No [[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]]:524: BOREHOLE LOG [[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]]:524: Project Business Division BOREHOLE No [[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]]:525: BOREHOLE LOG [[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]]:525: Project Business Division BOREHOLE No [[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]]:526: BOREHOLE LOG [[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]]:526: Project Business Division BOREHOLE No [[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]]:527: BOREHOLE LOG [[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]]:527: Project Business Division BOREHOLE No [[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]]:528: BOREHOLE LOG [[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]]:528: Project Business Division BOREHOLE No [[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]]:529:Appendix C2 Rotary Boreholes [[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]]:529:Appendix C3 Sonic Boreholes [[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]]:536: Appendix C2 Rotary Boreholes [[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]]:540: Appendix C3 Sonic Boreholes [[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]]:586:Upgradient Borehole to set control levels to measure deterioration [[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]]:586:Downgradient Boreholes to identify breaches of storage of potentially polluting substances [[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]]:590:1. Is the borehole still accessible for monitoring? [[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]]:590:3. Is the padlock on the borehole cover in place and locked? [[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]]:590: Has the depth to the base of the borehole significantly decreased, possibly [[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]]:600:addition, monitoring instruments will be installed in all boreholes for the future assessment of land [[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]]:600:for installation of boreholes. The site investigation will be awarded to a Corus approved contractor, with all [[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]]:600: • 1 borehole with a combined gas and groundwater monitoring instrument. [[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: • 4 boreholes with combined gas and groundwater monitoring instruments. [[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:boreholes through the made ground and into the underlying drift deposits. It is not considered necessary [[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:to extend the boreholes to rockhead, which can be at significant depth due to the thickness of made [[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]]:601:excavated at each borehole location. [[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]]:602:Boreholes will provide: [[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]]:602: • a barrier to preferential pathways for migration of pollution by advancing the borehole through [[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]]:602:Groundwater monitoring wells will be installed in each borehole to a maximum depth of 10m depending on [[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]]:602:the ground conditions encountered. During borehole completion, care should be taken to ensure that [[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]]:602:achieved where necessary by the use of bentonite seals in the boreholes. Where contamination is [[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]]:603:groundwater from the boreholes is to be undertaken in accordance with BS 6068-6.11:1993 (Ref. 7), 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]]:603:successful borehole development shall be either when the pumped water is visually clear and when 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]]:603:field measurements of electrical conductivity and pH stabilise, or if the borehole has purged dry prior to [[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]]:603:A single letter is used to denote the sampling type e.g. trial pit (T), borehole (B). Numbers were then used [[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]]:604:sample location shall be investigated by advancing a borehole through the made ground to 10m 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]]:605:investigated by advancing boreholes through the made ground to prove the natural clay beneath the site [[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]]:605:collected from each 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]]:605:Blast Furnace. The sample location shall be investigated by advancing a borehole through the made [[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]]:605:Furnace hydrocyclone drying beds. The sample location shall be investigated by advancing a 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]]:623:B2 Cable Percussive Boreholes [[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]]:628: • the setting out of each borehole at the location required by the Contract documentation and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:628: • the identification and avoidance of buried services at each borehole location [[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]]:628: • issuing boring, sampling and testing instructions to the Lead Driller using a 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]]:628: borehole progresses, depending on and / or as a result of conditions encountered during [[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]]:628: • carrying out whatever sampling, testing and installation required in the borehole as advised on [[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]]:628: the Borehole Instruction, under the supervision and guidance of the Logging Geologist where [[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]]:628: • safely transporting and setting the rig up over the borehole location, the safe execution of 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]]:628: borehole, and dismantling on completion [[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]]:628: • proper backfilling of the borehole on completion and reinstatement of the borehole site and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:628: • ensuring where practicable that the site adjacent to the borehole is kept tidy, and that [[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]]:628: shift, or on completion of each borehole, as instructed by the Logging Geologist. [[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]]:628: • accurately logging the samples recovered from the 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]]:629:The borings will be numbered precisely as outlined by the Site Supervisor on the Borehole Instruction. [[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]]:630:Sampling, testing and their frequency will be in accordance with Borehole Instructions issued. 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]]:630:On completion of boring, the borehole will either be backfilled with arisings, grouted up or a monitoring [[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]]:630:The borehole will be properly reinstated so that no depression is left; a certain amount of mounding may [[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]]:637: 2.6 Summary of Excavations and Boreholes 8 [[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]]:639:2. Trial Pit and Borehole Logs, Redcar [[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]]:639:3. Trial Pit and Borehole Logs, Lackenby [[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]]:639:4. Trial Pit and Borehole Logs, Cleveland [[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]]:641: boreholes and the locations of exceedance values. Appendices contain further [[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]]:641: information regarding methodologies, trial pit logs, borehole logs and chemical [[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]]:643: excavators and advancing 42 boreholes using shell and auger (cable percussive) [[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]]:643: completion of the boreholes and installation of ground water monitoring wells. [[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]]:643: trial pit (T), borehole, (B) or surface water sampling location (S). Numbers were [[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]]:643: 2.2.5 Where excavations and boreholes have not been possible because of [[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]]:643: 2.2.6 Borehole Drilling [[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]]:643: 2.2.7 A total of 42 boreholes were attempted, of which 37 were installed for [[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]]:643: groundwater monitoring (borehole logs are provided in Appendix 2-4). 20 tonne [[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]]:644: through Made Ground at the borehole drilling locations. [[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]]:644: large cobbles and boulders of slag, almost all boreholes required the preliminary [[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]]:644: ground level) depending on ground conditions. Each borehole was completed 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]]:644: one installation. During borehole completion, care was taken to ensure that vertical [[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]]:644: This was achieved by the use of bentonite seals in the boreholes, as detailed in 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]]:644: washed to minimise cross contamination. After boreholes had been completed they [[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]]:644: 2.3.3 Samples were collected from both the borehole and trial pit locations on [[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]]:645: monitoring well base were measured and recorded, thereafter the boreholes were [[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]]:645: successful borehole development was either when the pumped water was visually [[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]]:645: the borehole had purged dry prior to stabilisation. Groundwater samples were taken [[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]]:645: boreholes and to minimise the loss of volatile contaminants from the water samples. [[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]]:646: boreholes and trial pits proposed in the scope. [[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]]:646: E nsuring that trial pits and boreholes were completed safely to Corus health and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:647: 2.6 Summary of Excavations and Boreholes [[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]]:647: Table 1 Excavations and Boreholes Undertak en at Corus Teesside. [[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]]:647: Site Area Operations No. Boreholes [[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]]:647:2 Two boreholes installed, four other attempts abandoned due to hard ground [[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]]:647:3 One borehole installed, one abandoned due to hard ground [[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]]:648: area based on the trial pit and borehole logs (Appendix 2-4) and a description of [[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]]:652: 3.3.7 Existing monitoring boreholes indicate that the water table ranges from [[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]]:656: • Advancing t wo groundwater monitoring boreholes (11AB1, 11AB2) using a [[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]]:660: • Advancing two groundwater monitoring boreholes (12AB2, 12BB1) using a [[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]]:660: h y drocarbon odour at a depth of 5.5m bgl in borehole 12AB2. [[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]]:666: • Advancing two groundwater monitoring boreholes (13AB2, 13CB1) using a [[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]]:672: • Advancing two groundwater monitoring boreholes (14AB1 and 14AB2A) using [[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]]:672: material and a strong hydrocarbon odour in borehole 14AB1 below 3.4m bgl. [[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]]:673: Borehole 14AB1, 3.4 m bgl showed elevated levels of B TEX compounds [[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]]:673: respectively). This borehole is situated adjacent to a heavy fuel oil tank [[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]]:676: • Advancing three groundwater monitoring boreholes (15AB1-3) using a shell [[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]]:686: • Advancing two groundwater monitoring boreholes (16BB1, 16AB2) using a [[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]]:689: • Advancing three groundwater monitoring boreholes (17AB3, 17BB1, 17CB2) [[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]]:698: 3.13.2 The results for the groundwater monitoring for boreholes advanced across [[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]]:698: Borehole 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]]:699: Groundwater samples from boreholes 13AB2 and 16AB2 contained arsenic [[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]]:699: Chromium contamination was found in groundwater from borehole 16BB1 [[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]]:699: Selenium contamination was found in groundwater from borehole 15AB1 [[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]]:703: • E xcavation of 120 trial pits and 16 groundwater monitoring boreholes; [[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]]:703: encountered) and recovery of 15 groundwater samples from boreholes. [[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]]:706: 4.3.7 Existing monitoring boreholes indicate that the water table ranges from [[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]]:709: • Advancing five groundwater monitoring boreholes (7AB1-5) using a shell and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:709: encountered) and recovery of five groundwater samples from boreholes. [[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]]:713: • Advancing two groundwater monitoring boreholes (8A B 1-2) using a shell and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:713: encountered) and recovery of two groundwater samples from boreholes . [[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]]:716: • Advancing two groundwater monitoring boreholes (GAB1-2) using a shell and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:716: encountered) and recovery of two groundwater samples from boreholes . [[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]]:719: 4.7.2 The results for the groundwater monitoring for boreholes advanced across [[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]]:719: Groundwater Borehole 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]]:723: • E xcavation of 22 trial pits and nine groundwater monitoring boreholes; [[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]]:723: encountered) and recovery of nine groundwater samples from boreholes. [[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]]:723: sandstone toward the base of boreholes; [[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]]:730: • Advancing one groundwater monitoring borehole (1AB1) using a shell and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:730: encountered) and recovery of one groundwater sample from boreholes. [[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]]:735: • Advancing three groundwater monitoring boreholes (2A B 1-3) using a shell and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:735: boreholes. [[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]]:740: • Advancing six groundwater monitoring boreholes using a shell and auger [[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]]:740: (cable percussive) rig. Due to the hard ground only two boreholes were [[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]]:740: encountered) and recovery of one groundwater sample from boreholes. [[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]]:743: • Advancing four groundwater monitoring boreholes (4A B 1-4) using a shell and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:743: encountered) and recovery of four groundwater samples from boreholes . [[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]]:746: • Advancing one groundwater monitoring borehole (DAB1) using a shell and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:746: (where encountered) and recovery of one groundwater sample from boreholes. [[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]]:767: • Advancing one groundwater monitoring borehole (HAB 3) using a shell and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:770: 5.11.2 Groundwater monitoring data for boreholes advanced across the Cleveland [[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]]:770: Groundwater Borehole 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]]:773: • Excavation of 116 trial pits and 14 groundwater monitoring boreholes; [[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]]:773: encountered) and recovery of 15 groundwater samples from boreholes. [[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]]:773: only found within the deeper groundwater monitoring boreholes. Groundwater [[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]]:788: 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]]:790: 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]]:792: -T22 D-B 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]]:794: 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]]:796: 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]]:798: -T22 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]]:800: 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]]:802: 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]]:804: B Se SO 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]]:810: boreholes, with subsequent conversion to groundwater monitoring wells; [[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]]:810: Table 1 Excavations and Boreholes Undertaken at Corus Teesside. [[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]]:810: Site Area Operations No. Boreholes [[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]]:811:4 Two boreholes installed, four other attempts abandoned due to hard ground [[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]]:811:5 One borehole installed, one abandoned due to hard ground [[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]]:818: boreholes do not conform to this flow pattern and possibly indicate localised flow [[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]]:822: the borehole distribution is variable across such a large area it is not possible to [[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]]:827: within several monitoring boreholes on the Redcar site. [[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]]:835: 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]]:837: 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]]:841: 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]]:843: 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]]:847: -T22 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]]:849: B Se SO 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]]:863:use greases and solvent s and BTEX at 14AB1. HFO tank adjacent to borehole 14AB1. [[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]]:869: (River Tees) permeable strata water Elevated TPH in groundwater in 2 monitoring boreholes. Open [[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]]:869: and recent sand permeable strata groundwater E levated TPH in groundwater in 2 monitoring boreholes. Potential [[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]]:870: receptors (SSSI drainage or sensitive SSSI Elevated TPH in groundwater in 2 monitoring boreholes. Potential Low [[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]]:870: (i.e. land which drainage or impact soil and Elevated TPH in groundwater in 2 monitoring boreholes. Potential Low [[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]]:872: but elevated phenols detected in groundwater at one 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]]:887: Marine Alluvium [[Mild]] d e t e c t e d in soils . No boreholes in this area. Estuarine alluvium and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:887: and Hartlepool permeable strata [[Medium]] d e t e c t e d in soils . No boreholes in this area. [[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]]:888: (Estuarine and permeable strata groundwater No boreholes in this area. Estuarine alluvium and Boulder Clay may [[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]]:888: receptors (Tees drainage or sensitive SSSI No boreholes in this area. Possible migration toward River Tees [[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]]:888: (i.e. land which drainage or adjacent land values No boreholes in this area. Possible migration toward River Tees [[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]]:891:Figure 7 : Borehole Locations and Groundwater Contours, Cleveland [[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]]:892: comprising 264 trial pit excavations and 42 boreholes. potential risks across the landholding to be low. The following [[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]]:893:the borehole distribution is variable across such a large area from the By Products Plant via the shallow aquifer towards [[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]]:894: preparation area excavations and boreholes undertaken during the current [[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]]:894: Sinter plant Table 1: Excavations and Boreholes undertaken at Corus material is consistently up to 4m in thickness across all [[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]]:894:designated as waste disposal sites in the 1970s and in 1999 2 Two boreholes installed, four other attempts abandoned due to hard ground [[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]]:894:Power Station B was decommissioned and demolished. 3 One borehole installed, one abandoned due to hard ground [[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]]:895:levels in two boreholes do not conform to this flow pattern and Corus adjacent land to be retained [[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]]:895:Figure 5 : Borehole Locations and Groundwater Contours, Lackenby [[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]]:3: Boreholes, CQA Validation Report, prepared by Arcadis for South Tees Site Company Ltd., [[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]]:8: 3 The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes, CQA [[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]]:19: Advancement of 6 boreholes to depths of [[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]]:20: 123 trial pits to up to 3.5m and 11 boreholes to [[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]]:20: Modified TS4 (Partial – 3 Boreholes in Fuel Oil Storage Area 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]]:20: Drilling of 3 no. boreholes using Cable-Percussive [[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]]:20: 6 no cable percussion boreholes to maximum [[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]]:20: depth of 17.00m (note 5 of 6 boreholes [[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: borehole locations. Deposits typically range between 1m and 7.8m thick, although deposits in [[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]]:45: 7 The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes, CQA [[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]]:32: abstraction boreholes that are used for public water supply (see below), to help monitor the risk [[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]]:32: activities of potential polluters near public water supply boreholes. The site does not lie within a [[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]]:32: phase product was noted in some boreholes. Overall, the groundwater quality is poor, reflexing [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf|R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf]]:7:4.2 Foundation and Borehole Constraints [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf|R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf]]:7: Those proposing boreholes should have regard to the extent of the Safeguard Zone and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf|R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf]]:7: of the foundation/borehole will be required before acceptance is given. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf|R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf]]:1:layer is 2 to 7.5 metres thick (H4.30). Borehole data from what are central areas of the site may [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf|R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf]]:3:(c) Site investigation information (especially borehole data and cores) should be archaeologically [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf|R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf]]:3: - Before site remediation or development commences, archaeological evaluation of relevant borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf|R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf]]:3: borehole and test pit data to be of potential archaeological interest [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Decision Notice.pdf|R-2020-0357-OOM-Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Decision Notice.pdf|R-2020-0357-OOM-Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf]]:22: Replacement CLE3/8 Landfill Boreholes, CQA [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Officer report.pdf|R-2020-0357-OOM-Officer report.pdf]]:26:evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Officer report.pdf|R-2020-0357-OOM-Officer report.pdf]]:26:indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Officer report.pdf|R-2020-0357-OOM-Officer report.pdf]]:73:Landfill Boreholes, CQA Validation Report, prepared by Arcadis for South [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Officer report.pdf|R-2020-0357-OOM-Officer report.pdf]]:114: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Officer report.pdf|R-2020-0357-OOM-Officer report.pdf]]:114: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2019-0767-OOM/b/2019s0951 - Energy Recovery Facility Environmental Statement.pdf|2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:130: glaciolacustrine deposits of clay and silt. Borehole records from the BGS online mapping [[this>Teesworks/Planning/R-2019-0767-OOM/b/2019s0951 - Energy Recovery Facility Environmental Statement.pdf|2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:130: of the iron and steel making industry along the Tees corridor. The nearest borehole [[this>Teesworks/Planning/R-2019-0767-OOM/b/2019s0951 - Energy Recovery Facility Environmental Statement.pdf|2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:132: abstraction boreholes that are used for public water supply (see below), to help monitor [[this>Teesworks/Planning/R-2019-0767-OOM/b/2019s0951 - Energy Recovery Facility Environmental Statement.pdf|2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:132: boreholes. The site does not lie within a defined SPZ, nor is within 5 km of one. [[this>Teesworks/Planning/R-2019-0767-OOM/b/2019s0951 - Energy Recovery Facility Environmental Statement.pdf|2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:168: • Online map resource for geology and borehole information provided by the British [[this>Teesworks/Planning/R-2019-0767-OOM/b/2019s0951 - Energy Recovery Facility Environmental Statement.pdf|2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:171: The topographic information from boreholes suggest that the northern boundary of the [[this>Teesworks/Planning/R-2019-0767-OOM/b/Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf|Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf]]:4:c) There should be archaeological analysis of the sequence of trial trenches and boreholes that South Tees [[this>Teesworks/Planning/R-2019-0767-OOM/b/Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf|Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf]]:4:borehole data, together with an initial survey (drawn and photographed) of all upstanding [[this>Teesworks/Planning/R-2019-0767-OOM/b/Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf|Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf]]:4:remains of high significance suggested by the borehole/trenching data, or observed during [[this>Teesworks/Planning/R-2019-0767-OOM/b/Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf|Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf]]:5: - Before remediation or development commences, archaeological evaluation of borehole and trenching [[this>Teesworks/Planning/R-2019-0767-OOM/b/Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf|Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf]]:5: strip, map and sample of remains of high significance suggested by the borehole/trenching data, or [[this>Teesworks/Planning/R-2019-0767-OOM/b/Appendix B Scoping Letter Request.pdf|Appendix B Scoping Letter Request.pdf]]:5: investigation and borehole log data; [[this>Teesworks/Planning/R-2019-0767-OOM/b/Decision Notice_R20190767OOM(4).pdf|Decision Notice_R20190767OOM(4).pdf]]:3: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2019-0767-OOM/b/Decision Notice_R20190767OOM(4).pdf|Decision Notice_R20190767OOM(4).pdf]]:3: remains of high significance suggested by the borehole/trenching data, [[this>Teesworks/Planning/R-2019-0767-OOM/b/Chapter 10 Desk Based Assessment.pdf|Chapter 10 Desk Based Assessment.pdf]]:4:Appendix 5: Table of Borehole Logs from British Geological Survey (see [[this>Teesworks/Planning/R-2019-0767-OOM/b/Chapter 10 Desk Based Assessment.pdf|Chapter 10 Desk Based Assessment.pdf]]:4:Appendix 6: Table of Entec 2011 Borehole Summaries [[this>Teesworks/Planning/R-2019-0767-OOM/b/Chapter 10 Desk Based Assessment.pdf|Chapter 10 Desk Based Assessment.pdf]]:5:Figure 4: Borehole locations [[this>Teesworks/Planning/R-2019-0767-OOM/b/Chapter 10 Desk Based Assessment.pdf|Chapter 10 Desk Based Assessment.pdf]]:7: boreholes that South Tees Development Corporation is proposing to better [[this>Teesworks/Planning/R-2019-0767-OOM/b/Chapter 10 Desk Based Assessment.pdf|Chapter 10 Desk Based Assessment.pdf]]:8:onwards (Figures 5 - 9). Borehole logs for the surrounding area indicate at least 1 [[this>Teesworks/Planning/R-2019-0767-OOM/b/Chapter 10 Desk Based Assessment.pdf|Chapter 10 Desk Based Assessment.pdf]]:10:The topographic information from boreholes suggest that the northern boundary of [[this>Teesworks/Planning/R-2019-0767-OOM/b/Chapter 10 Desk Based Assessment.pdf|Chapter 10 Desk Based Assessment.pdf]]:17: boreholes that South Tees Development Corporation is proposing to better [[this>Teesworks/Planning/R-2019-0767-OOM/b/Chapter 10 Desk Based Assessment.pdf|Chapter 10 Desk Based Assessment.pdf]]:19: - Online map resource for Geology and borehole information provided by the [[this>Teesworks/Planning/R-2019-0767-OOM/b/Chapter 10 Desk Based Assessment.pdf|Chapter 10 Desk Based Assessment.pdf]]:24:Appendix 5: Table of Borehole Logs from British Geological Survey (see [[this>Teesworks/Planning/R-2019-0767-OOM/b/Chapter 10 Desk Based Assessment.pdf|Chapter 10 Desk Based Assessment.pdf]]:24: Borehole Colour Deposit Meters [[this>Teesworks/Planning/R-2019-0767-OOM/b/Chapter 10 Desk Based Assessment.pdf|Chapter 10 Desk Based Assessment.pdf]]:25: Borehole Colour Deposit Meters [[this>Teesworks/Planning/R-2019-0767-OOM/b/Chapter 10 Desk Based Assessment.pdf|Chapter 10 Desk Based Assessment.pdf]]:25:https://www.bgs.ac.uk/data/boreholescans/home.html [[this>Teesworks/Planning/R-2019-0767-OOM/b/Chapter 10 Desk Based Assessment.pdf|Chapter 10 Desk Based Assessment.pdf]]:26:Appendix 6: Table of Entec 2011 Borehole Summaries [[this>Teesworks/Planning/R-2019-0767-OOM/b/Chapter 10 Desk Based Assessment.pdf|Chapter 10 Desk Based Assessment.pdf]]:26: Borehole Surface level Depth to Silt Depth to Depth to clay Depth to [[this>Teesworks/Planning/R-2019-0767-OOM/b/Chapter 10 Desk Based Assessment.pdf|Chapter 10 Desk Based Assessment.pdf]]:33:Figure 4: Borehole Locations [[this>Teesworks/Planning/R-2019-0767-OOM/b/officer report.pdf|officer report.pdf]]:18:and boreholes that South Tees Development Corporation is proposing to [[this>Teesworks/Planning/R-2019-0767-OOM/b/officer report.pdf|officer report.pdf]]:19:archaeological evaluation of trenching and borehole data, together with an [[this>Teesworks/Planning/R-2019-0767-OOM/b/officer report.pdf|officer report.pdf]]:19:by the borehole/trenching data, or observed during the initial survey, to be the [[this>Teesworks/Planning/R-2019-0767-OOM/b/officer report.pdf|officer report.pdf]]:19: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2019-0767-OOM/b/officer report.pdf|officer report.pdf]]:19: significance suggested by the borehole/trenching data, or observed during [[this>Teesworks/Planning/R-2019-0767-OOM/b/officer report.pdf|officer report.pdf]]:79: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2019-0767-OOM/b/officer report.pdf|officer report.pdf]]:79: remains of high significance suggested by the borehole/trenching [[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]]:130: glaciolacustrine deposits of clay and silt. Borehole records from the BGS online mapping [[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]]:130: of the iron and steel making industry along the Tees corridor. The nearest borehole [[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]]:132: abstraction boreholes that are used for public water supply (see below), to help monitor [[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]]:132: boreholes. The site does not lie within a defined SPZ, nor is within 5 km of one. [[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]]:168: • Online map resource for geology and borehole information provided by the British [[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]]:171: The topographic information from boreholes suggest that the northern boundary of the [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:4:Appendix 5: Table of Borehole Logs from British Geological Survey (see [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:4:Appendix 6: Table of Entec 2011 Borehole Summaries [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:5:Figure 4: Borehole locations [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:7: boreholes that South Tees Development Corporation is proposing to better [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:8:onwards (Figures 5 - 9). Borehole logs for the surrounding area indicate at least 1 [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:10:The topographic information from boreholes suggest that the northern boundary of [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:17: boreholes that South Tees Development Corporation is proposing to better [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:19: - Online map resource for Geology and borehole information provided by the [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:24:Appendix 5: Table of Borehole Logs from British Geological Survey (see [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:24: Borehole Colour Deposit Meters [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:25: Borehole Colour Deposit Meters [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:25:https://www.bgs.ac.uk/data/boreholescans/home.html [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:26:Appendix 6: Table of Entec 2011 Borehole Summaries [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:26: Borehole Surface level Depth to Silt Depth to Depth to clay Depth to [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:33:Figure 4: Borehole Locations [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf|R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf]]:4:c) There should be archaeological analysis of the sequence of trial trenches and boreholes that South Tees [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf|R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf]]:4:borehole data, together with an initial survey (drawn and photographed) of all upstanding [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf|R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf]]:4:remains of high significance suggested by the borehole/trenching data, or observed during [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf|R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf]]:5: - Before remediation or development commences, archaeological evaluation of borehole and trenching [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf|R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf]]:5: strip, map and sample of remains of high significance suggested by the borehole/trenching data, or [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-officer report.pdf|R-2019-0767-OOM-officer report.pdf]]:18:and boreholes that South Tees Development Corporation is proposing to [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-officer report.pdf|R-2019-0767-OOM-officer report.pdf]]:19:archaeological evaluation of trenching and borehole data, together with an [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-officer report.pdf|R-2019-0767-OOM-officer report.pdf]]:19:by the borehole/trenching data, or observed during the initial survey, to be the [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-officer report.pdf|R-2019-0767-OOM-officer report.pdf]]:19: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-officer report.pdf|R-2019-0767-OOM-officer report.pdf]]:19: significance suggested by the borehole/trenching data, or observed during [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-officer report.pdf|R-2019-0767-OOM-officer report.pdf]]:79: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-officer report.pdf|R-2019-0767-OOM-officer report.pdf]]:79: remains of high significance suggested by the borehole/trenching [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf|R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf]]:3: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf|R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf]]:3: remains of high significance suggested by the borehole/trenching data, [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Appendix B Scoping Letter Request.pdf|R-2019-0767-OOM-Appendix B Scoping Letter Request.pdf]]:5: investigation and borehole log data; [[this>Teesworks/Planning/R-2021-0831-CD/R-2021-0831-CD-DECISION NOTICE 0357.pdf|R-2021-0831-CD-DECISION NOTICE 0357.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-0831-CD/R-2021-0831-CD-DECISION NOTICE 0357.pdf|R-2021-0831-CD-DECISION NOTICE 0357.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:10:Deposits and Glacial Till based on data from historic boreholes in the vicinity of the MPA. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:50:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:51:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:51: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:53:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:53:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:53:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:53:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:54:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:10:Deposits and Glacial Till based on data from historic boreholes in the vicinity of the MPA. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:50:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:51:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:51: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:53:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:53:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:53:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:53:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:54:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:9:Glaciolacustrine Deposits and Glacial Till based on data from historic boreholes in the vicinity of the [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:14:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:27:7.3.4.5 Boreholes [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:27:There are borehole installations planned on the Metal Recovery Area site. Where possible boreholes [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:27:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[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]]:9: • 9no. boreholes drilled by a sonic rig, to a target depth of 20-25m bgl, or until rockhead was [[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]]:10:Deposits and Glacial Till based on data from historic boreholes in the vicinity of the MPA. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:11:across the site. The full geology encountered is provided on the draft borehole logs within Appendix C. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:11: Encountered in all 9 boreholes. Generally comprised soft silty sand or [[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]]:12: Glaciolacustrine Glaciolacustrine Deposits were recorded in 5 boreholes below the [[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]]:12: Glacial Till was identified in all 9 boreholes below the Glaciolacustrine [[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]]:12:the Made Ground was proven in all 9 boreholes, however greater thickness of made ground material may exist [[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]]:13: Borehole Aquifer [[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]]:14: Borehole Aquifer [[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]]:15: Borehole Aquifer [[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]]:22:Methane levels within the boreholes were recorded to be <0.1% in all monitoring wells. Carbon dioxide levels [[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]]:22:within the boreholes were recorded between <0.1% and 0.3%, with the highest concentration being recorded [[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]]:31: Borehole Aquifer [[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]]:8: 2.6 Summary of Excavations and Boreholes 8 [[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]]:10:2. Trial Pit and Borehole Logs, Redcar [[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]]:10:3. Trial Pit and Borehole Logs, Lackenby [[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]]:10:4. Trial Pit and Borehole Logs, Cleveland [[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]]:12: boreholes and the locations of exceedance values. Appendices contain further [[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]]:12: information regarding methodologies, trial pit logs, borehole logs and chemical [[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]]:14: excavators and advancing 42 boreholes using shell and auger (cable percussive) [[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]]:14: completion of the boreholes and installation of ground water monitoring wells. [[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]]:14: trial pit (T), borehole, (B) or surface water sampling location (S). Numbers were [[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]]:14: 2.2.5 Where excavations and boreholes have not been possible because of [[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]]:14: 2.2.6 Borehole Drilling [[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]]:14: 2.2.7 A total of 42 boreholes were attempted, of which 37 were installed for [[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]]:14: groundwater monitoring (borehole logs are provided in Appendix 2-4). 20 tonne [[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]]:15: through Made Ground at the borehole drilling locations. [[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]]:15: large cobbles and boulders of slag, almost all boreholes required the preliminary [[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]]:15: ground level) depending on ground conditions. Each borehole was completed with [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:15: one installation. During borehole completion, care was taken to ensure that vertical [[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]]:15: This was achieved by the use of bentonite seals in the boreholes, as detailed in 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]]:15: washed to minimise cross contamination. After boreholes had been completed they [[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]]:15: 2.3.3 Samples were collected from both the borehole and trial pit locations on [[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]]:16: monitoring well base were measured and recorded, thereafter the boreholes were [[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]]:16: successful borehole development was either when the pumped water was visually [[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]]:16: the borehole had purged dry prior to stabilisation. Groundwater samples were taken [[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]]:16: boreholes and to minimise the loss of volatile contaminants from the water samples. [[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]]:17: boreholes and trial pits proposed in the scope. [[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]]:17: E nsuring that trial pits and boreholes were completed safely to Corus health and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:18: 2.6 Summary of Excavations and Boreholes [[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]]:18: Table 1 Excavations and Boreholes Undertak en at Corus Teesside. [[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]]:18: Site Area Operations No. Boreholes [[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]]:18:2 Two boreholes installed, four other attempts abandoned due to hard ground [[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]]:18:3 One borehole installed, one abandoned due to hard ground [[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]]:19: area based on the trial pit and borehole logs (Appendix 2-4) and a description of [[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]]:23: 3.3.7 Existing monitoring boreholes indicate that the water table ranges from [[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]]:27: • Advancing t wo groundwater monitoring boreholes (11AB1, 11AB2) using a [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:31: • Advancing two groundwater monitoring boreholes (12AB2, 12BB1) using a [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:31: h y drocarbon odour at a depth of 5.5m bgl in borehole 12AB2. [[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]]:37: • Advancing two groundwater monitoring boreholes (13AB2, 13CB1) using a [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:43: • Advancing two groundwater monitoring boreholes (14AB1 and 14AB2A) using [[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]]:43: material and a strong hydrocarbon odour in borehole 14AB1 below 3.4m bgl. [[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]]:44: Borehole 14AB1, 3.4 m bgl showed elevated levels of B TEX compounds [[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]]:44: respectively). This borehole is situated adjacent to a heavy fuel oil tank [[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]]:47: • Advancing three groundwater monitoring boreholes (15AB1-3) using a shell [[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]]:57: • Advancing two groundwater monitoring boreholes (16BB1, 16AB2) using a [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:60: • Advancing three groundwater monitoring boreholes (17AB3, 17BB1, 17CB2) [[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]]:69: 3.13.2 The results for the groundwater monitoring for boreholes advanced across [[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]]:69: Borehole 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]]:70: Groundwater samples from boreholes 13AB2 and 16AB2 contained arsenic [[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]]:70: Chromium contamination was found in groundwater from borehole 16BB1 [[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]]:70: Selenium contamination was found in groundwater from borehole 15AB1 [[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]]:74: • E xcavation of 120 trial pits and 16 groundwater monitoring boreholes; [[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]]:74: encountered) and recovery of 15 groundwater samples from boreholes. [[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]]:77: 4.3.7 Existing monitoring boreholes indicate that the water table ranges from [[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]]:80: • Advancing five groundwater monitoring boreholes (7AB1-5) using a shell and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:80: encountered) and recovery of five groundwater samples from boreholes. [[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]]:84: • Advancing two groundwater monitoring boreholes (8A B 1-2) using a shell and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:84: encountered) and recovery of two groundwater samples from boreholes . [[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]]:87: • Advancing two groundwater monitoring boreholes (GAB1-2) using a shell and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:87: encountered) and recovery of two groundwater samples from boreholes . [[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]]:90: 4.7.2 The results for the groundwater monitoring for boreholes advanced across [[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]]:90: Groundwater Borehole 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]]:94: • E xcavation of 22 trial pits and nine groundwater monitoring boreholes; [[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]]:94: encountered) and recovery of nine groundwater samples from boreholes. [[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]]:94: sandstone toward the base of boreholes; [[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]]:101: • Advancing one groundwater monitoring borehole (1AB1) using a shell and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:101: encountered) and recovery of one groundwater sample from boreholes. [[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]]:106: • Advancing three groundwater monitoring boreholes (2A B 1-3) using a shell and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:106: boreholes. [[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]]:111: • Advancing six groundwater monitoring boreholes using a shell and auger [[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]]:111: (cable percussive) rig. Due to the hard ground only two boreholes were [[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]]:111: encountered) and recovery of one groundwater sample from boreholes. [[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]]:114: • Advancing four groundwater monitoring boreholes (4A B 1-4) using a shell and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:114: encountered) and recovery of four groundwater samples from boreholes . [[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]]:117: • Advancing one groundwater monitoring borehole (DAB1) using a shell and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:117: (where encountered) and recovery of one groundwater sample from boreholes. [[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]]:138: • Advancing one groundwater monitoring borehole (HAB 3) using a shell and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:141: 5.11.2 Groundwater monitoring data for boreholes advanced across the Cleveland [[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]]:141: Groundwater Borehole 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]]:144: • Excavation of 116 trial pits and 14 groundwater monitoring boreholes; [[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]]:144: encountered) and recovery of 15 groundwater samples from boreholes. [[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]]:144: only found within the deeper groundwater monitoring boreholes. Groundwater [[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]]:159: 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]]:161: 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]]:163: -T22 D-B 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]]:165: 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]]:167: 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]]:169: -T22 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]]:171: 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]]:173: 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]]:175: B Se SO 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]]:182: boreholes, with subsequent conversion to groundwater monitoring wells; [[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]]:182: Table 1 Excavations and Boreholes Undertaken at Corus Teesside. [[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]]:182: Site Area Operations No. Boreholes [[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]]:183:4 Two boreholes installed, four other attempts abandoned due to hard ground [[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]]:183:5 One borehole installed, one abandoned due to hard ground [[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]]:190: boreholes do not conform to this flow pattern and possibly indicate localised flow [[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]]:194: the borehole distribution is variable across such a large area it is not possible to [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:199: within several monitoring boreholes on the Redcar site. [[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]]:207: 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]]:209: 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]]:213: 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]]:215: 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]]:219: -T22 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]]:221: B Se SO 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]]:235:use greases and solvent s and BTEX at 14AB1. HFO tank adjacent to borehole 14AB1. [[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]]:241: (River Tees) permeable strata water Elevated TPH in groundwater in 2 monitoring boreholes. Open [[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]]:241: and recent sand permeable strata groundwater E levated TPH in groundwater in 2 monitoring boreholes. Potential [[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]]:242: receptors (SSSI drainage or sensitive SSSI Elevated TPH in groundwater in 2 monitoring boreholes. Potential Low [[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]]:242: (i.e. land which drainage or impact soil and Elevated TPH in groundwater in 2 monitoring boreholes. Potential Low [[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]]:244: but elevated phenols detected in groundwater at one 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]]:259: Marine Alluvium [[Mild]] d e t e c t e d in soils . No boreholes in this area. Estuarine alluvium and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:259: and Hartlepool permeable strata [[Medium]] d e t e c t e d in soils . No boreholes in this area. [[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]]:260: (Estuarine and permeable strata groundwater No boreholes in this area. Estuarine alluvium and Boulder Clay may [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:260: receptors (Tees drainage or sensitive SSSI No boreholes in this area. Possible migration toward River Tees [[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]]:260: (i.e. land which drainage or adjacent land values No boreholes in this area. Possible migration toward River Tees [[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]]:264:Figure 7 : Borehole Locations and Groundwater Contours, Cleveland [[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]]:265: comprising 264 trial pit excavations and 42 boreholes. potential risks across the landholding to be low. The following [[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]]:266:the borehole distribution is variable across such a large area from the By Products Plant via the shallow aquifer towards [[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]]:267: preparation area excavations and boreholes undertaken during the current [[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]]:267: Sinter plant Table 1: Excavations and Boreholes undertaken at Corus material is consistently up to 4m in thickness across all [[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]]:267:designated as waste disposal sites in the 1970s and in 1999 2 Two boreholes installed, four other attempts abandoned due to hard ground [[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]]:267:Power Station B was decommissioned and demolished. 3 One borehole installed, one abandoned due to hard ground [[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]]:268:levels in two boreholes do not conform to this flow pattern and Corus adjacent land to be retained [[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]]:268:Figure 5 : Borehole Locations and Groundwater Contours, Lackenby [[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]]:296: 3.4 Exploratory Holes: Boreholes ........................................................................................ 7 [[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]]:296: Table 3: Borehole Summary .......................................................................................... 8 [[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]]:297: Borehole Records 2 [[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]]:299:  Six cable percussion boreholes, one of which was further advanced using rotary openhole/coring [[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]]:301:The depths of all boreholes and trial pits, descriptions of the material encountered, details of any [[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]]:301:information can be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. [[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]]:302:3.4 Exploratory Holes: Boreholes [[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]]:302:Six boreholes were sunk using a Dando 2000 drilling rig, utilising cable percussive (shell and clay cutter) [[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]]:302:techniques, to depths of between 6.50m (S3-BHA01) and 10.30m BGL (S3-BHB03). One borehole was [[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]]:303:rock core. The Borehole Records are presented as Field Data Enclosure 2 and a summary of the boreholes [[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]]:303: Any relevant photographs are presented after the applicable Borehole Record [[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]]:303:Table 3: Borehole Summary [[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]]:303:was added during advancement of borehole S3-BHB01 in order to facilitate drilling operations. As a [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:303:into the borehole, which subsequently may have been sealed as a result of progressing the casing. [[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]]:303:Groundwater was encountered in a number of boreholes and trial pits during the site works operation. [[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]]:303:Where groundwater observations were made details are given on the relevant Borehole and Trial Pit Record [[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]]:304:Made at the Time of Site Works. Standing groundwater levels were recorded in all boreholes at 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]]:304:beginning and/or end of each drilling shift. The water level is indicated on the applicable Borehole Record as [[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]]:304:All six boreholes were installed with monitoring instrumentation in accordance with the requirements of 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]]:304:Consulting Engineer. Details of the installations are shown in Table 4 and on the relevant Borehole Records. [[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]]:305:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes and trial pits in [[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]]:305:relevant depth on the Borehole and Trial Pit Records. [[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]]:305:Standard Penetration Testing (SPT) was carried out in the boreholes in accordance with techniques outlined [[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]]:305:Borehole Records. (Refer to page 6 of the key sheets for further details). [[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]]:306:Borehole and Trial Pit Records. [[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]]:309:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[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]]:310:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[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]]:310: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[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]]:312:Water Depth Water level within the borehole at the start and end of shift. [[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]]:312:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the 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]]:312:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[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]]:312:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[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]]:313:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[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]]:321:Borehole Records [[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]]:322: BOREHOLE RECORD FINAL [[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]]:322: Borehole terminated at 6.50m BGL due to refusal. [[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]]:323: BOREHOLE RECORD FINAL [[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]]:323: Borehole complete at 7.30m BGL. [[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]]:324: BOREHOLE RECORD FINAL [[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]]:325: BOREHOLE RECORD FINAL [[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]]:329: Borehole complete at 37.20m BGL. [[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]]:335: BOREHOLE RECORD FINAL [[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]]:336: BOREHOLE RECORD FINAL [[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]]:337: BOREHOLE RECORD FINAL [[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]]:338: BOREHOLE RECORD FINAL [[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]]:338: Borehole complete at 10.30m BGL. [[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]]:339: BOREHOLE RECORD FINAL [[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]]:340: BOREHOLE RECORD FINAL [[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]]:340: Borehole complete at 10.00m BGL. [[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]]:1419:Groundwater levels in the superficial deposits/ Made Ground were recorded in six boreholes between 0.65 to [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1425:A previous investigation carried out in Area A (comprising two trial pits and one borehole in the west of the site [[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]]:1425:In Area B, 12No. trial pits and 5No. boreholes were completed in 2004. Out of 17No. soil samples, 2 exceeded [[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]]:1428:obtained from 3No. boreholes in Area A and 9No. groundwater samples obtained from 5No. boreholes in Area [[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]]:1435:Four groundwater samples were obtained from Area A from two boreholes over two sampling rounds. 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]]:1435:S3-BHA01 screens the Made Ground beneath the small carpark in the northwest of the site. Borehole S3- [[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]]:1435:summarised in Table 5 below. The number of exceedances of all WQS from all samples in each borehole are [[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]]:1435: Figure 8: Number of WQS Exceedances per Borehole Area A [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1436:and aromatic petroleum hydrocarbons were detected in borehole S3-BHA02 screening the superficial deposits [[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]]:1436:Nine groundwater samples were obtained from Area B from five standpipes in four boreholes over the same [[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]]:1436:Borehole S3-BHB01 screens the Made Ground and top of the Glacial Till in rough ground between the railway [[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]]:1436:tracks in the far north of the site. Borehole S3-BHB02 screens the Made Ground, upper Glacial Till and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1436:Borehole S3-BHB03 screens shallow Made Ground beneath the former water treatment plant in the southeast [[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]]:1436:of the site. Borehole S3-BHB04S screens the shallow Made Ground and a separate standpipe in this 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]]:1436:summarised in Table 6 below. The number of exceedances of all WQS from all samples in each borehole are [[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]]:1437: Figure 9: Number of WQS Exceedances per Borehole in Area B [[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]]:1442:May 2018 for the two boreholes in Area A and the four boreholes in Area B. [[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]]:1442: Borehole Flow rate (l/h) <0.1 - [[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]]:1442:**all seven boreholes recorded 0.2% CH4 on 02/05/18. This has been discounted as a calibration issue. [[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]]:1442:Concentrations of carbon dioxide and methane recorded in the boreholes across both site areas were below [[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]]:1442:Gas flow from all boreholes was below detection limits, as was concentrations of methane and hydrogen [[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]]:1442:sulphide. Methane recorded in all boreholes on 02/05/18 at 0.2 % may be a calibration issue. The highest [[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]]:1442:Carbon monoxide was recorded on three occasions in three boreholes. These may be associated with blast [[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]]:1442:response zone of the borehole screening the Made Ground and the borehole screening the superficial deposits [[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]]:1494:• 5no boreholes drilled by a Dando 2000 cable-percussive rig, with target depths of between 15m and 20m, [[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]]:1494: or refusal on bedrock, and 1no deep borehole to a depth of 37m to investigate the bedrock. Boreholes [[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]]:1494:• UXO clearance using down-hole magnetometer at each borehole location upon encounter of natural [[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]]:1497:Historic borehole logs from Enviros and others indicate a substantial thickness of Made Ground underlies much [[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]]:1498:across the site. The full geology encountered is provided on the trial pit and borehole logs within the AEG [[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]]:1499: Glacial Till (Upper) 1.90 1.90m In all boreholes and numerous trial pits, a thin layer of firm sandy [[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]]:1499: Area B Area B boreholes. [[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]]:1500: Glaciolacustrine Deposits were only recorded in boreholes. Where [[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]]:1500: Glacial Till was below the Glaciolacustrine Deposits in boreholes [[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]]:1500: 10.3 Area some boreholes. [[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]]:1500: (Undifferentiated) B B in one borehole only. [[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]]:1500: B B borehole only. [[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]]:1505: Borehole Aquifer to Groundwater [[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]]:1506: Borehole Aquifer to Groundwater [[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]]:1506:Excluding the initial monitoring visit which was conducted within three days of the borehole installation when [[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]]:1506:Excluding the initial monitoring visit which was conducted within a week of the borehole installation the variation [[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]]:1506:Groundwater levels measured within both monitoring wells in the twin installation borehole S3-BHB04 were [[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]]:1517: Deposits identified in on-site boreholes overlying the Redcar Mudstone Formation, Penarth Group and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1529: Deposits identified in on-site boreholes overlying the bedrock the potential for vertical migration of [[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]]:1563:Groundwater Summary – Reproduced from AEG borehole logs [[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]]:1567: etc. buried alongside Made Ground borehole Logs [[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]]:1591:The full thickness of superficial deposits was recorded in three boreholes in each of areas A and B. 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]]:1591:  Glaciolacustrine Deposits Were noted to be present in one location in Area A and all three boreholes [[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]]:1591: boulders recorded in two boreholes. One of the cable percussion boreholes in Area A was terminated [[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]]:1592:In Area A bedrock was encountered in only one borehole at 4.3mAOD and was described as an extremely [[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]]:1592:Within Area B in boreholes S3-BHB02, S3-BHB03 and S3-BHB04, bedrock was encountered at – 0.4 to [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1592:within the cable percussion boreholes. In S3-BH01 bedrock was found to comprise a weak or extremely weak [[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]]:1603:the single cored borehole in Area B which encountered Mercia Mudstone did not record any evidence of [[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]]:1609: 1. Further deep boreholes in both Areas A and B in order to provide a better indication of likely depth to [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1610:borehole. The made ground was typically thinner than elsewhere within the former SSI Steelworks site and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1667:  Arcadis, The Former SSI Steelworks, Redcar: Replacement Cle3/8 Landfill Boreholes CQA Validation [[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: Made Ground Light grey to dark grey slag 3.3 – 10.2 1.0 – 9.0m bgl (2.2 to - 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]]: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]]:1671: CLAY Undifferentiated Boreholes AS8 and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1683: Tees Industrial Area- Site C-  Advancement of six boreholes to depths of between 18.70m BGL (BH-C04) and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1683: However, in borehole BHC6, the made ground was found to extend down to 10.0m below ground. [[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:  11 boreholes to up to 10m. [[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]]:1684: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it [[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]]:1684: 3 Boreholes, BH2B1 to BH2B3, were excavated at south bank oil farm. (this was a variation agreed [[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]]:1684: with the EA to the scope in the 2004 report. The boreholes were to a maximum depth of 13m and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1685: Landfill Boreholes CQA material and was owned by TATA Steel Limited. [[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]]:1685: perimeter of the CLE 3/8 landfill. All three boreholes lie within the current site. [[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]]:1685: metal debris and blast furnace wastes. The Made ground is very hard and typically boreholes have [[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]]:1687: typically BGS 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]]:1687: firebricks, BGS 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]]:1687: Mudstone proven Boreholes [[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]]:1687: black 12m BGS borehole Aquifer narrow band [[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]]:1687: sandstones 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]]:1687: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer encountered in [[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]]:1687: subordinate not proven 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]]:1696: carried out within the site comprised 3 exploratory holes (2 trial pits, 1 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]]:1699: 2011  13 cable percussion boreholes to up to 10.2m 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]]:1699:  15 window sample boreholes; [[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]]:1699: A previous investigation (Contamination Consultants, 2007) comprised 8 boreholes and 13 trial [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1700: holes, 8 boreholes, sampling of spoils and waters, chemical testing and gas monitoring. 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]]:1701: Gas monitoring of boreholes was carried out, and the results of the monitoring indicated that 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]]:1703: A number of borehole records are available on the BGS GeoIndex web portal, which have been reviewed for 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]]:1703: The findings of these boreholes generally concur with the published mapping and are summarised below: [[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]]:1703: Borehole 26/R [[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]]:1703: strine to stiff brown silty Strata in some boreholes. Thin layer [[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]]:1703: partings of sand. in Borehole 26/O. [[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]]:1703: many boreholes [[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]]:1703: Weathered Stiff to hard grey 0.45 – 1.5 4.6 – 11.35 4.60 to Secondary Base not proven 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]]:1713: Groundwater, 5 trial pits and 1 borehole were advanced within or on the boundary of the current area. [[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]]:1715: Appendix D. Several borehole records are available on the BGS GeoIndex web portal, which have been reviewed [[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]]:1715: typically BGS 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]]:1715: firebricks, BGS 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]]:1716: Deposits deposits of BGS borehole Undifferentiated south east of River [[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]]:1716: sand layers BGS 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]]:1716: lacustrine clayey BGS borehole Strata [[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: Data reviewed included Enviros 2004 ground investigations, which comprised 2 boreholes and 10 [[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: in one borehole location. [[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]]:1735: - Intrusive investigation comprising 40 trial pits and 9 boreholes in the former Redcar Iron [[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]]:1735: works area, and 40 trial pits and 5 boreholes on the Warrenby Landfill area. A further 5 [[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]]:1735: boreholes were proposed on the remainder of the site. [[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]]:1735: - Further desk based research on borehole logs, halite mineral rights, permit review and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1735: - Intrusive investigation comprising 9 boreholes, 35 trial pits, geophysical survey and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1736: Four monitoring boreholes are Phase 2 were subject to additional monitoring. Control levels were [[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]]:1893:Page Section Boreholes On site 0-50m 50-250m 250-500m 500-2000m [[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]]:1893:123 16.1 BGS Boreholes 10 5 30 - - [[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]]:2010: 16 Boreholes [[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]]:2010:16.1 BGS Boreholes [[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]]:2010:The Single Onshore Boreholes Index (SOBI); an index of over one million records of boreholes, shafts and wells [[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]]:2010:and nearshore boreholes dating back to at least 1790 and ranging from one to several thousand metres deep. [[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]]:2010:Features are displayed on the Boreholes map on page 123 [[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]]:2011:21 105m NW 455212 522027 BOREHOLE NO 8 - Y N/A [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf|R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf]]:48: monitoring was undertaken in four boreholes across the site. Concentrations of carbon dioxide [[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]]:28: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:29: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:30: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:31: SYMBOLSFOR BOREHOLES,TRI ALPI [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-EA R_2021_0432_FFM 15 July 2021 OFFICIAL .pdf|R-2021-0432-FFM-EA R_2021_0432_FFM 15 July 2021 OFFICIAL .pdf]]:4:source e.g. a stream or from underground strata (via borehole or well) for any particular [[this>Teesworks/Planning/R-2022-0145-CD/R-2022-0145-CD-61586 Covering Letter.pdf|R-2022-0145-CD-61586 Covering Letter.pdf]]:1: - Before development commences, archaeological evaluation of relevant borehole and vibrocore data - [[this>Teesworks/Planning/R-2022-0145-CD/R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf|R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf]]:3: − Before development commences, archaeological evaluation of relevant borehole and [[this>Teesworks/Planning/R-2022-0145-CD/R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf|R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf]]:4: a) Evaluation of borehole and vibrocore data [[this>Teesworks/Planning/R-2022-0145-CD/R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf|R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf]]:4: riverside area, including both potential prehistoric activity that might be evidenced in boreholes [[this>Teesworks/Planning/R-2022-0145-CD/R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf|R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf]]:5: borehole data will be reviewed by an archaeologist with experience of geoarchaeology. [[this>Teesworks/Planning/R-2022-0145-CD/R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf|R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf]]:5:6.4 A deposit model will be constructed using the results of the borehole and test pit data supplied by [[this>Teesworks/Planning/R-2022-0145-CD/R-2022-0145-CD-Decision Notice(1).pdf|R-2022-0145-CD-Decision Notice(1).pdf]]:2: borehole and vibrocore data [[this>Teesworks/Planning/R-2022-0145-CD/R-2022-0145-CD-Officer report.pdf|R-2022-0145-CD-Officer report.pdf]]:1: borehole and vibrocore data [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:8:  The Former SSI Steelworks, Redcar: Replacement Cle3/8 Landfill Boreholes CQA Validation [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:12:Historical borehole logs from Enviros and others indicate a substantial thickness of Made Ground [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:16:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:25:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:25:There are existing borehole installations across the South Bank Priority Area site. Where possible [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:25:boreholes within defined excavation areas should be protected, however if this is not practicable, they [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:25:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-ARCHAEOLOGIST.pdf|R-2022-0355-FFM-ARCHAEOLOGIST.pdf]]:4: relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-ARCHAEOLOGIST.pdf|R-2022-0355-FFM-ARCHAEOLOGIST.pdf]]:4: evaluation of borehole and test pit data to be of potential archaeological interest [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-ARCHAEOLOGIST.pdf|R-2022-0355-FFM-ARCHAEOLOGIST.pdf]]:6:4.4 In the area of the South Bank boiler works, test pits and boreholes encountered slag and concrete [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:9:Borehole log SBA_AUK_BH108 [[Arcadis 2021a]] indicate a substantial thickness (5.7m) of Made [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:12:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:21:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:21:There are existing borehole installations across the site. Where possible boreholes within defined [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:21:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-R 2020 0357 OOM Decision Notice.pdf|R-2021-0439-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-R 2020 0357 OOM Decision Notice.pdf|R-2021-0439-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:14:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:26:4.3.8.7 Boreholes [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:26:There are existing borehole installations across the South Bank Quay Area site. Where possible [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:26:boreholes within defined excavation areas should be protected, however if this is not practicable, they [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:26:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:27:(by trial pits or boreholes) to expose the groundwater table and identify if it is impacted by the above [[this>Teesworks/Planning/R-2021-0943-CD/R-2021-0943-CD-DECISION NOTICE.pdf|R-2021-0943-CD-DECISION NOTICE.pdf]]:3: relevant borehole and vibrocore data [[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]]:36:• Use of an enclosed grab to dredge material in the vicinity of BH34 (A borehole situated offshore, [[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]]:57: • Within 50M of a spring, well or borehole [[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]]:57: • Within 50M of a spring, well or borehole [[this>Teesworks/Planning/R-2022-0411-CD/R-2022-0411-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0411-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0411-CD/R-2022-0411-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0411-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2021-1077-CD/R-2021-1077-CD-R 2020 0357 OOM Decision Notice.pdf|R-2021-1077-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-1077-CD/R-2021-1077-CD-R 2020 0357 OOM Decision Notice.pdf|R-2021-1077-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf]]:10:have included trial pitting, borehole drilling, soil and groundwater monitoring and analytical testing (Enviros [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf]]:11:advancement of 10no. boreholes to a maximum depth of 20.8m below ground level (bgl) and the installation [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf]]:11:Deposits were found to be continuous across the site, however in every borehole that was progressed to [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf]]:15: Mudstone was encountered in boreholes drilled in the northern part of [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf]]:29: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Decision Notice.pdf|R-2020-0318-FFM-Decision Notice.pdf]]:3: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Decision Notice.pdf|R-2020-0318-FFM-Decision Notice.pdf]]:3: high significance suggested by the borehole/trenching data, or observed [[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]]:8: Borehole Aquifer Groundwater [[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]]:8: Borehole Aquifer Groundwater [[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]]:10: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l) [[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]]:11: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l) [[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]]:17:contaminants. The boreholes screen subsurface geology as shown in the table below. [[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]]:17: Borehole Aquifer [[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]]:18: Borehole Aquifer [[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]]:33: 3.3 Exploratory Holes: Boreholes .........................................................................................6 [[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]]:34: Borehole Records 2 [[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]]:35:  Ten cable percussive boreholes, four of which were advanced using rotary coring techniques. [[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]]:37:be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. A key to all [[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]]:38:3.3 Exploratory Holes: Boreholes [[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]]:38:Ten boreholes were sunk using a Dando 2000 drilling rig, utilising cable percussive (shell and clay cutter) [[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]]:38:Four boreholes were further advanced using either a Boart Longyear DB540 or a Comacchio GEO 305, [[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]]:38:The Borehole Records are presented as Field Data Enclosure 2. [[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]]:39:was added during advancement of the boreholes in order to facilitate drilling operations. As a consequence [[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]]:39:boreholes, which subsequently may have been sealed as a result of progressing the casing. [[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]]:39:All ten boreholes (PRAIRIE_AUK_BH101 to PRAIRIE_AUK_BH110 inclusive) were installed with monitoring [[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]]:39:are shown in the Borehole Summary Table within Field Data Enclosure 2. [[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]]:40:identification, information is provided in the relevant Borehole and Trial Pit Records. [[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]]:40:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes in accordance [[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]]:40:depth on the Borehole Records. [[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]]:40:Standard Penetration Testing (SPT) was carried out in the boreholes in accordance with techniques outlined [[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]]:40:Borehole Records. (Refer to page 6 of the key sheets for further details). [[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]]:41:on the Borehole and Trial Pit Records. [[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]]:44:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[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]]:45:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[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]]:45: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[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]]:47:Water Depth Water level within the borehole at the start and end of shift. [[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]]:47:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[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]]:47:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[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]]:47:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[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]]:48:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[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]]:56:Borehole Records [[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]]:57:Borehole Summary Table [[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]]:58: BOREHOLE RECORD PRELIM3 [[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]]:59: BOREHOLE RECORD PRELIM3 [[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]]:60: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:61: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:61: (4) Borehole collapsed back from 8.00-7.20m BGL. [[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]]:62: BOREHOLE RECORD PRELIM3 [[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]]:63: BOREHOLE RECORD PRELIM3 [[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]]:64: BOREHOLE RECORD PRELIM3 [[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]]:65: BOREHOLE RECORD PRELIM3 [[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]]:69: BOREHOLE RECORD PRELIM3 [[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: BOREHOLE RECORD PRELIM3 [[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]]:71: BOREHOLE RECORD PRELIM3 [[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]]:72: BOREHOLE RECORD PRELIM3 [[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]]:73: BOREHOLE RECORD PRELIM3 [[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]]:74: BOREHOLE RECORD PRELIM3 [[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]]:75: BOREHOLE RECORD PRELIM3 [[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]]:76: BOREHOLE RECORD PRELIM3 [[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]]:80: BOREHOLE RECORD PRELIM3 [[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]]:84: BOREHOLE RECORD PRELIM3 [[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]]:85: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-officer report.pdf|R-2020-0318-FFM-officer report.pdf]]:6:of borehole and trenching data [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-officer report.pdf|R-2020-0318-FFM-officer report.pdf]]:6:suggested by the borehole/trenching data, or observed during the initial [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-officer report.pdf|R-2020-0318-FFM-officer report.pdf]]:25: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-officer report.pdf|R-2020-0318-FFM-officer report.pdf]]:25: remains of high significance suggested by the borehole/trenching data, [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:2:c) There should be archaeological analysis of the sequence of trial trenches and boreholes that South Tees [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:2:evaluation of trenching and borehole data, together with an initial survey (drawn and [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:2:borehole/trenching data, or observed during the initial survey, to be the subject of detailed [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:3: borehole and trenching data [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:3: the borehole/trenching data, or observed during the initial survey [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:7:c) There should be archaeological analysis of the sequence of trial trenches and boreholes that South Tees [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:7:borehole data, together with an initial survey (drawn and photographed) of all upstanding [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:8:remains of high significance suggested by the borehole/trenching data, or observed during [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:8: - Before remediation or development commences, archaeological evaluation of borehole and trenching [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:8: strip, map and sample of remains of high significance suggested by the borehole/trenching data, or [[this>Teesworks/Planning/R-2021-0924-CD/R-2021-0924-CD-Decision Notice 0357.pdf|R-2021-0924-CD-Decision Notice 0357.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-0924-CD/R-2021-0924-CD-Decision Notice 0357.pdf|R-2021-0924-CD-Decision Notice 0357.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2021-0729-CD/R-2021-0729-CD-Decision Notice.pdf|R-2021-0729-CD-Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-0729-CD/R-2021-0729-CD-Decision Notice.pdf|R-2021-0729-CD-Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2021-0905-CD/R-2021-0905-CD-Decision Notice.pdf|R-2021-0905-CD-Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-0905-CD/R-2021-0905-CD-Decision Notice.pdf|R-2021-0905-CD-Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2020-0799-CD/R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf|R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf]]:23: o not within 50m of a spring, well or borehole; [[this>Teesworks/Planning/R-2020-0799-CD/R-2020-0799-CD-Decision Notice R 2020 0318.pdf|R-2020-0799-CD-Decision Notice R 2020 0318.pdf]]:3: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2020-0799-CD/R-2020-0799-CD-Decision Notice R 2020 0318.pdf|R-2020-0799-CD-Decision Notice R 2020 0318.pdf]]:3: high significance suggested by the borehole/trenching data, or observed [[this>Teesworks/Planning/R-2022-0746-CD/R-2022-0746-CD-Decision Notice (4).pdf|R-2022-0746-CD-Decision Notice (4).pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0746-CD/R-2022-0746-CD-Decision Notice (4).pdf|R-2022-0746-CD-Decision Notice (4).pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:17:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:26:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:26:There are existing borehole installations across the South Bank Western Area site. Where possible [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:26:boreholes within defined excavation areas should be protected, however if this is not practicable, they [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:26:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[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]]:13:  Nine boreholes advanced by rota-sonic rig to depths between 10m – 20m bgl, three of these were [[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]]:13:  Nine boreholes drilled by rota-sonic rig, with target depths of between 10m - 20m bgl, or refusal on [[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]]:13: bedrock, three of these boreholes were advanced 5m into the underlying bedrock; [[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]]:13:  16 boreholes drilled by rota-sonic rig, with target depths of between 10m - 20m, or refusal on bedrock, [[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]]:13: three of these boreholes were advanced 5m into the underlying bedrock; [[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]]:13:  25 boreholes advanced by rota-sonic rig to a maximum depth of 41m bgl; [[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]]:15: Tidal Flat Encountered in 33 of 34 boreholes (except SBC_AUK_BH105). [[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]]:15: seven boreholes from SBA and 15 boreholes from SBC. The deposit was [[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]]:15: Glacial Till was identified in 31 of 34 boreholes below the [[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]]:16: Sand and Sand and Gravel was identified in two boreholes from SBA. Two bands [[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]]:16: Mercia glauconite, recorded in 27 boreholes. [[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]]:16: sandstone and siltstone at depth within some boreholes. [[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]]:17:soils from the boreholes drilled along the northern edge of the site as part of a ground investigation to inform [[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]]:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an [[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]]:30:Made Ground is present across the site, including in the sentinel boreholes, and it is likely present [[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]]:31:boreholes, and it is likely present immediately adjacent to the River Tees. Therefore, a lateral migration [[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]]:46: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:47: A SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:48: ( SBB_AUK_TP120 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:49: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:50: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:51: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:52: ! ! SBB_AUK_TP120 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:53: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:54: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:55: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:56: ! SBB_AUK_TP120 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:57: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:58: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:59: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:60: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:61: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:62: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:63: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:64: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:65: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:66: SBC_AUK_BH109 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:67: SBC_AUK_BH109 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:68: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:69: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:70: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:71: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:72: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:73: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:74: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:75: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:76: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:77: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:78: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:79: BH-2024 SBA_AUK_BH104 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-Decision Notice.pdf|R-2022-0096-CD-Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-Decision Notice.pdf|R-2022-0096-CD-Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[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]]:13:  Nine boreholes advanced by rota-sonic rig to depths between 10m – 20m bgl, three of these were [[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]]:13:  Nine boreholes drilled by rota-sonic rig, with target depths of between 10m - 20m bgl, or refusal on [[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]]:13: bedrock, three of these boreholes were advanced 5m into the underlying bedrock; [[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]]:13:  16 boreholes drilled by rota-sonic rig, with target depths of between 10m - 20m, or refusal on bedrock, [[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]]:13: three of these boreholes were advanced 5m into the underlying bedrock; [[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]]:13:  25 boreholes advanced by rota-sonic rig to a maximum depth of 41m bgl; [[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]]:15: Tidal Flat Encountered in 33 of 34 boreholes (except SBC_AUK_BH105). [[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]]:15: seven boreholes from SBA and 15 boreholes from SBC. The deposit was [[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]]:15: Glacial Till was identified in 31 of 34 boreholes below the [[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]]:16: Sand and Sand and Gravel was identified in two boreholes from SBA. Two bands [[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]]:16: Mercia glauconite, recorded in 27 boreholes. [[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]]:16: sandstone and siltstone at depth within some boreholes. [[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]]:17:soils from the boreholes drilled along the northern edge of the site as part of a ground investigation to inform [[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]]:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an [[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]]:30:Made Ground is present across the site, including in the sentinel boreholes, and it is likely present [[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]]:31:boreholes, and it is likely present immediately adjacent to the River Tees. Therefore, a lateral migration [[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]]:46: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:47: A SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:48: ( SBB_AUK_TP120 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:49: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:50: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:51: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:52: ! ! SBB_AUK_TP120 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:53: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:54: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:55: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:56: ! SBB_AUK_TP120 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:57: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:58: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:59: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:60: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:61: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:62: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:63: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:64: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:65: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:66: SBC_AUK_BH109 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:67: SBC_AUK_BH109 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:68: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:69: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:70: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:71: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:72: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:73: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:74: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:75: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:76: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:77: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:78: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:79: BH-2024 SBA_AUK_BH104 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:8: 3.3 Exploratory Holes: Boreholes .........................................................................................6 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:8: Table 3: Borehole Summary ...........................................................................................6 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:9: Borehole Records 2 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:12:be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. A key to all [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:13:3.3 Exploratory Holes: Boreholes [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:13:Two boreholes were sunk using a Dando 2000 drilling rig, utilising cable percussive (shell and clay cutter) [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:13:techniques, to depths of 7.20m (S3_BHA04) and 10.00m BGL (S3_BHA03). Both boreholes were further [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:13:The Borehole Records are presented as Field Data Enclosure 2 and a summary of any relevant remarks are [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:13: Any relevant photographs are presented after the applicable Borehole Record [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:13:Table 3: Borehole Summary [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:14:Representative samples of soil and rock were obtained from the boreholes and trial pits and were taken to [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:14:was added during advancement of the boreholes in order to facilitate drilling operations. As a consequence [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:14:boreholes, which subsequently may have been sealed as a result of progressing the casing. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:15:Groundwater was encountered in the boreholes and trial pits during the site works operation. Where [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:15:groundwater observations were made details are given on the relevant Borehole and Trial Pit Record and in [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:15:the Time of Site Works. Standing groundwater levels were recorded in a number of boreholes and trial pits at [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:15:the beginning and/or end of each drilling shift. The water level is indicated on the applicable Borehole and [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:15:Both boreholes were installed with monitoring instrumentation in accordance with the requirements of the [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:15:Consulting Engineer. Details of the installations are shown in Table 5 and on the relevant Borehole Records. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:16:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes and trial pits in [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:16:relevant depth on the Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:16:Standard Penetration Testing (SPT) was carried out in the boreholes and trial pit in accordance with [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:16:applicable Borehole and Trial Pit Records. (Refer to page 6 of the key sheets for further details). [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:17:as In-situ Testing Enclosure 2 and, where applicable, on the Borehole and Trial Pit Records. Installation [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:20:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:21:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:21: particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology used is [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:23:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:23:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:23:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:23:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:24:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:30:Borehole Records [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:31: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:32: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:38: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:38: (5) On 29/09/21 borehole cleaned out due to collapse [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:39: 10.80 - 12.30 Water 20 BGL (28/09/2021). (5) On 29/09/21 borehole [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:40: BGL (28/09/2021). (5) On 29/09/21 borehole [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf]]:11: Borehole Date (CH4) (CO2) (O2) Well Screening Q(hg) CH4 Q(hg) CO2 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:8: • 2no. cable percussion / rotary core boreholes drilled by AEG to depths of 16m below ground level with [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:9: Glaciolacustrine Deposits were recorded in both boreholes [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:9: Glacial Till Glacial Till was identified in both boreholes below the [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:9: Identified in both boreholes underlying the Glacial Till. Initially [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:10:Ground was proven). The thickness of these deposits was identified in boreholes S3_BHA103 and S3_BHA104 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:10:Redcar Mudstone Formation was identified underlying the Glacial Till in both boreholes, the base of which was [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:10: Borehole Screened Aquifer [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:11: Borehole Screened Aquifer [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:23:The monitoring wells installed in the boreholes screen subsurface geology as shown in the table below: [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:23: Borehole Aquifer [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:28:The code of practice uses the concept of a borehole hazardous gas flow rate (Qhg) which is calculated from [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:28:individual borehole measurements of total gas flow emission and the concentration of the specific hazardous [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:28:the borehole concentrations and flow rate measurements which take into account influencing factors (such as [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:9:Borehole log SBA_AUK_BH108 [[Arcadis 2021a]] indicate a substantial thickness (5.7m) of Made [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:12:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:21:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:21:There are existing borehole installations across the site. Where possible boreholes within defined [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:21:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[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]]:13: • 9.no boreholes advanced by rota-sonic rig to depths between 10m – 20m bgl, 3no. of these were [[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]]:13: • 25no. boreholes advanced by rota-sonic rig to a maximum depth of 41m bgl (16no. of which were [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:14: Tidal Flat Deposits Encountered in all 9 boreholes. Generally comprised soft sandy silt [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:14: Glaciolacustrine Deposits were recorded in 7 boreholes below the [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:14: Glacial Till was identified in 8 boreholes below the Glaciolacustrine [[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]]:15: Sand and Gravel was identified in 2 boreholes. In SBA_AUK_BH105 [[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]]:15: (Secondary B 16.5 31.2 grey glauconite, recorded in six boreholes. The Mercia Mudstone [[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]]:15: siltstone from 23.7m bgl to 25.2m bgl within three boreholes. [[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]]:32: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:34: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:35: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:36: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:37: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:38: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:39: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:40: 2.7 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:41: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:42: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:43: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:44: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:45: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:46: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:47: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:48: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:49: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:50: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:51: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:52: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:53: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:54: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:55: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:56: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:57: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:58: TP126 TP128 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:13:  Nine boreholes advanced by rota-sonic rig to depths between 10m – 20m bgl, three of these were [[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]]:13:  Nine boreholes drilled by rota-sonic rig, with target depths of between 10m - 20m bgl, or refusal on [[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]]:13: bedrock, three of these boreholes were advanced 5m into the underlying bedrock; [[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]]:13:  16 boreholes drilled by rota-sonic rig, with target depths of between 10m - 20m, or refusal on bedrock, [[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]]:13: three of these boreholes were advanced 5m into the underlying bedrock; [[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]]:13:  25 boreholes advanced by rota-sonic rig to a maximum depth of 41m bgl [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:14:monitoring wells where groundwater sampling was undertaken. Co-ordinates for all boreholes and trial pits [[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]]:15: Tidal Flat Encountered in 33 of 34 boreholes (except SBC_AUK_BH105). [[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]]:15: seven boreholes from SBA and 15 boreholes from SBC. The deposit was [[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]]:15: Glacial Till was identified in 31 of 34 boreholes below 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]]:16: Sand and Sand and Gravel was identified in two boreholes from SBA. Two bands [[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]]:16: Mercia glauconite, recorded in 27 boreholes. [[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]]:16: sandstone and siltstone at depth within some boreholes. [[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]]:17:soils from the boreholes drilled along the northern edge of the site as part of a ground investigation to inform [[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]]:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an [[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]]:29:Made Ground is present across the site, including in the sentinel boreholes, and it is likely present [[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]]:30:boreholes, and it is likely present immediately adjacent to the River Tees. Therefore, a lateral migration [[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]]:43: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:44: A SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:45: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:46: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:47: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:48: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:49: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:50: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:51: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:52: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:53: SBC_AUK_BH109 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:54: SBC_AUK_BH109 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:55: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:56: SBC_AUK_BH109 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:57: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:58: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:59: SBC_AUK_BH109 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:60: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:61: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:62: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:63: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[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]]:64: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/MLA_2020_00507/Consultations/MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf|MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf]]:2:geotechnical vibrocores/boreholes, planned as part of a marine ground investigation to be [[this>Teesworks/Planning/MLA_2020_00507/Consultations/MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf|MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf]]:3:geoarchaeological assessment of the boreholes and vibrocores. This means that we are [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf]]:17:vibrocores/boreholes, planned as part of a marine ground investigation, will be undertaken in advance 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]]:180:from BGS datasets, including 1:50,000 scale geological mapping and historical borehole records, and a [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:183:footprint of the proposed scheme) by Corus UK Ltd. The investigation consisted of two boreholes within the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:183:proposed scheme boundary and an addition borehole located off-site. The geology was described as slag [[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]]:342: Site investigation information (especially borehole data and cores) should be [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:343: dock facilities. Archaeological review of borehole logs is welcome, as part of the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:352:in turn overlie the Mercia Mudstone Group. Geoarchaeological assessment of vibrocore and borehole logs [[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]]:352:geotechnical vibrocores/boreholes, planned as part of a marine ground investigation to be undertaken in [[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]]:359:of geotechnical boreholes and vibrocores will both facilitate current understanding of the nature of sub- [[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]]:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is [[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]]:430: Borehole records have been reviewed for the proposed [[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]]:63:in the Tees. The findings of an archaeological review of vibrocore / borehole logs will inform the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:76:consented schemes in the Tees. The findings of an archaeological review of vibrocore / borehole logs [[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]]:76:borehole logs is welcome, as part of the heritage assessment. (This is an issue that we mentioned in [[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]]:249:3.1.2 Previous ground investigations boreholes 7 [[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]]:250:Table 3-1: Historical BGS borehole records 6 [[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:datasets including 1:50,000 scale geological mapping, historical BGS borehole records (provided in [[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:Tidal Flat Deposits of sand, silt and clay and underlain by Mercia Mudstone. One historical BGS borehole [[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:reported geology from these borehole records is presented in Table 3-1. The historical BGS borehole logs [[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:Table 3-1: Historical BGS borehole records [[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: Borehole Depth (m bgl) Description [[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]]:259: Borehole Depth (m bgl) Description [[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]]:259:3.1.2 Previous ground investigations boreholes [[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]]:259:Three boreholes have been previously drilled within the site boundary; two of these were located to the west [[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]]:259:2004, ‘Soil and Groundwater Baseline Characterisation Study’. A borehole was also excavated [[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]]:259:descriptions from the boreholes on and adjacent to the site is provided below. [[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]]:259: Borehole Depth (m bgl) Description [[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]]:259: (Enviros, 2004) 9.00 – 10.00 (end of borehole) [[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]]:262:Groundwater Source Protection Zones (SPZs) are defined around abstraction boreholes used for potable [[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]]:270:Cleveland Works and comprised a total of 42 boreholes and 264 trial pits with soil, groundwater and surface [[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]]:270:D-B-T22, D-B-T23, D-B-T24, D-B-T25, D-B-T26, D-B-T27, D-B-T28, E-A-T1 and E-A-T14 and one borehole [[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]]:270:One borehole 3AB2, was excavated within the oil depot compound. The encountered geology is described [[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]]:271:and adjacent to the site between June and July 2007. Two boreholes, 2B2 and 2B3 were excavated on [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:271:boundary of the oil depot. One further borehole was drilled off site on the southern boundary of the depot [[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]]:180:from BGS datasets, including 1:50,000 scale geological mapping and historical borehole records, and a [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:183:footprint of the proposed scheme) by Corus UK Ltd. The investigation consisted of two boreholes within the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:183:proposed scheme boundary and an addition borehole located off-site. The geology was described as slag [[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]]:342: Site investigation information (especially borehole data and cores) should be [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:343: dock facilities. Archaeological review of borehole logs is welcome, as part of the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:352:in turn overlie the Mercia Mudstone Group. Geoarchaeological assessment of vibrocore and borehole logs [[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]]:352:geotechnical vibrocores/boreholes, planned as part of a marine ground investigation to be undertaken in [[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]]:359:of geotechnical boreholes and vibrocores will both facilitate current understanding of the nature of sub- [[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]]:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is [[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]]:430: Borehole records have been reviewed for the proposed [[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]]:101: BOREHOLE LOG [[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]]:101: Project Business Division BOREHOLE No [[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]]:102: BOREHOLE LOG [[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]]:102: Project Business Division BOREHOLE No [[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]]:103: BOREHOLE LOG [[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]]:103: Project Business Division BOREHOLE No [[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]]:104: BOREHOLE LOG [[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]]:104: Project Business Division BOREHOLE No [[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]]:108: -T22 D-B Borehole [[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]]:109: @ BOREHOLES [[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]]:351:A historic borehole record (ref: NZ52SW15054/AS2 referred to as AS2) located approximately 25m from 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]]:351:Tees estuary has been reviewed. This borehole was located in close proximity to the southwestern corner [[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]]:351:This borehole was situated at 6.15m AOD, indicating that the groundwater level could be at approximately [[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]]:351:An additional borehole (ref: NZ52SW15054/AS4, referred to as AS4), located approximately 200m from 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]]:351:Tees estuary has been reviewed. This borehole was located 150m to the southeast of the proposed scheme [[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]]:351:This borehole was situated at 7.15m AOD, indicating that the groundwater level could be at approximately [[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]]:351:A review of the borehole records indicates that the groundwater level is approximately 1.1m deeper at [[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]]:351:borehole AS4 than AS2, with AS4 situated 175m further inland than AS2. Therefore, it is highly likely 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]]:351:http://scans.bgs.ac.uk/sobi_scans/boreholes/918110/images/16767534.html (Accessed 07/07/2020) [[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]]:366:As noted in Section 2.5, two publicly available borehole records have been reviewed which were sited [[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]]:366:borehole records indicates that it is highly likely that groundwater levels are linked to tidal levels in the River [[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]]:369: Publicly available borehole records have been reviewed which indicate that [[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]]:180:from BGS datasets, including 1:50,000 scale geological mapping and historical borehole records, and a [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:183:footprint of the proposed scheme) by Corus UK Ltd. The investigation consisted of two boreholes within the [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:183:proposed scheme boundary and an addition borehole located off-site. The geology was described as slag [[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]]:342: Site investigation information (especially borehole data and cores) should be [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:343: dock facilities. Archaeological review of borehole logs is welcome, as part of the [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:352:in turn overlie the Mercia Mudstone Group. Geoarchaeological assessment of vibrocore and borehole logs [[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]]:352:geotechnical vibrocores/boreholes, planned as part of a marine ground investigation to be undertaken in [[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]]:359:of geotechnical boreholes and vibrocores will both facilitate current understanding of the nature of sub- [[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]]:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This 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]]:430: Borehole records have been reviewed for the proposed [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf|R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf]]:13:in the Tees. The findings of an archaeological review of vibrocore / borehole logs will inform the [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-NEAR.pdf|R-2020-0371-SCP-NEAR.pdf]]:1:review of vibrocore / borehole logs will inform the assessment. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-NEAR.pdf|R-2020-0371-SCP-NEAR.pdf]]:1:Archaeological review of borehole logs is welcome, as part of the heritage assessment. (This is [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf]]:13:in the Tees. The findings of an archaeological review of vibrocore / borehole logs will inform the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf|R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf]]:17:vibrocores/boreholes, planned as part of a marine ground investigation, will be undertaken in advance of [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-DECISION NOTICE.pdf|R-2020-0684-ESM-DECISION NOTICE.pdf]]:3: relevant borehole and vibrocore data [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf]]:9:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf]]:10: Borehole records have been reviewed for the proposed [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:12:from BGS datasets, including 1:50,000 scale geological mapping and historical borehole records, and a [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:15:footprint of the proposed scheme) by Corus UK Ltd. The investigation consisted of two boreholes within the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:15:proposed scheme boundary and an addition borehole located off-site. The geology was described as slag [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Officer Report 0684.pdf|R-2020-0684-ESM-Officer Report 0684.pdf]]:12:borehole and vibrocore data [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Officer Report 0684.pdf|R-2020-0684-ESM-Officer Report 0684.pdf]]:76:groundwater. The ES states: borehole records indicate that groundwater [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Officer Report 0684.pdf|R-2020-0684-ESM-Officer Report 0684.pdf]]:99: borehole and vibrocore data [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:A historic borehole record (ref: NZ52SW15054/AS2 referred to as AS2) located approximately 25m from the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:Tees estuary has been reviewed. This borehole was located in close proximity to the southwestern corner [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:This borehole was situated at 6.15m AOD, indicating that the groundwater level could be at approximately [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:An additional borehole (ref: NZ52SW15054/AS4, referred to as AS4), located approximately 200m from the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:Tees estuary has been reviewed. This borehole was located 150m to the southeast of the proposed scheme [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:This borehole was situated at 7.15m AOD, indicating that the groundwater level could be at approximately [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:A review of the borehole records indicates that the groundwater level is approximately 1.1m deeper at [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:borehole AS4 than AS2, with AS4 situated 175m further inland than AS2. Therefore, it is highly likely that [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:http://scans.bgs.ac.uk/sobi_scans/boreholes/918110/images/16767534.html (Accessed 07/07/2020) [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:24:As noted in Section 2.5, two publicly available borehole records have been reviewed which were sited [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:24:borehole records indicates that it is highly likely that groundwater levels are linked to tidal levels in the River [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:27: Publicly available borehole records have been reviewed which indicate that [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf|R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf]]:3:consented schemes in the Tees. The findings of an archaeological review of vibrocore / borehole logs [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf|R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf]]:3:borehole logs is welcome, as part of the heritage assessment. (This is an issue that we mentioned in [[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]]:3:3.1.2 Previous ground investigations boreholes 7 [[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]]:4:Table 3-1: Historical BGS borehole records 6 [[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:datasets including 1:50,000 scale geological mapping, historical BGS borehole records (provided in [[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:Tidal Flat Deposits of sand, silt and clay and underlain by Mercia Mudstone. One historical BGS borehole [[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:reported geology from these borehole records is presented in Table 3-1. The historical BGS borehole logs [[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:Table 3-1: Historical BGS borehole records [[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: Borehole Depth (m bgl) Description [[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]]:13: Borehole Depth (m bgl) Description [[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]]:13:3.1.2 Previous ground investigations boreholes [[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]]:13:Three boreholes have been previously drilled within the site boundary; two of these were located to the west [[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]]:13:2004, ‘Soil and Groundwater Baseline Characterisation Study’. A borehole was also excavated [[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]]:13:descriptions from the boreholes on and adjacent to the site is provided below. [[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]]:13: Borehole Depth (m bgl) Description [[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]]:13: (Enviros, 2004) 9.00 – 10.00 (end of borehole) [[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]]:16:Groundwater Source Protection Zones (SPZs) are defined around abstraction boreholes used for potable [[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]]:24:Cleveland Works and comprised a total of 42 boreholes and 264 trial pits with soil, groundwater and surface [[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]]:24:D-B-T22, D-B-T23, D-B-T24, D-B-T25, D-B-T26, D-B-T27, D-B-T28, E-A-T1 and E-A-T14 and one borehole [[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]]:24:One borehole 3AB2, was excavated within the oil depot compound. The encountered geology is described [[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]]:25:and adjacent to the site between June and July 2007. Two boreholes, 2B2 and 2B3 were excavated on [[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]]:25:boundary of the oil depot. One further borehole was drilled off site on the southern boundary of the depot [[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]]:707: BOREHOLE LOG [[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]]:707: Project Business Division BOREHOLE No [[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]]:708: BOREHOLE LOG [[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]]:708: Project Business Division BOREHOLE No [[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]]:709: BOREHOLE LOG [[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]]:709: Project Business Division BOREHOLE No [[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]]:710: BOREHOLE LOG [[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]]:710: Project Business Division BOREHOLE No [[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]]:714: -T22 D-B Borehole [[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]]:715: @ BOREHOLES [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf|R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf]]:27: geoarchaeological assessment of vibrocores/boreholes, planned as part of a marine ground [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:4: Site investigation information (especially borehole data and cores) should be [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:5: dock facilities. Archaeological review of borehole logs is welcome, as part of the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:14:in turn overlie the Mercia Mudstone Group. Geoarchaeological assessment of vibrocore and borehole logs [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:14:geotechnical vibrocores/boreholes, planned as part of a marine ground investigation to be undertaken in [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:21:of geotechnical boreholes and vibrocores will both facilitate current understanding of the nature of sub- [[this>Teesworks/Planning/R-2021-0268-CD/R-2021-0268-CD-Decision Notice.pdf|R-2021-0268-CD-Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-0268-CD/R-2021-0268-CD-Decision Notice.pdf|R-2021-0268-CD-Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2022-0526-CD/R-2022-0526-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0526-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0526-CD/R-2022-0526-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0526-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[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]]:4:4.1.2 Borehole Records ............................................................................................................................. 11 [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:9:• British Geological Survey (BGS) published maps and online GeoIndex borehole records; [[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]]:17:4.1.2 Borehole Records [[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]]:17:No boreholes within the site boundary are available to view on the BGS historic borehole database, however [[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]]:18:Table 5 – BGS Borehole Archive [[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]]:18:Full details of the geology encountered and additional borehole records can be found at the link included in [[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]]:23: Soil and Groundwater 3 Boreholes (max 8m) [[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]]:23: Steelworks, Redcar-GI 13 boreholes (max 40.80m) Water [[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]]:23: Preliminary Onshore 15 Boreholes (max 37.30m) Water [[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]]:45: Title: Land West of Warrenby - Historic Boreholes [[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]]:45:Historic Boreholes COPYRIGHT. ALL RIGHTS RESERVED. LICENCE NUMBER [[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]]:45: Borehole [[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]]:45: Warrenby Hist Boreholes [[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]]:60:Page Section Boreholes On site 0-50m 50-250m 250-500m 500-2000m [[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]]:60:113 16.1 BGS Boreholes 4 0 14 - - [[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]]:167: 16 Boreholes [[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]]:167:16.1 BGS Boreholes [[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]]:167:The Single Onshore Boreholes Index (SOBI); an index of over one million records of boreholes, shafts and wells [[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]]:167:and nearshore boreholes dating back to at least 1790 and ranging from one to several thousand metres deep. [[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]]:167:Features are displayed on the Boreholes map on page 113 [[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]]:338: BH Borehole RNAS Royal Naval Air Service [[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]]:340: Boreholes       [[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]]:342: • “Potential ground investigation works- all areas, including trial pits and boreholes up to 25m bgl. [[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: (Area A) (Final report)” which includes the borehole log “S1-BH05” (located in the Study Site’s north-eastern sector) [[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: In addition, the borehole log “BH-2002” (located in the Study Site’s south-western sector) recorded the following [[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 Client has also provided 6 Alpha with the borehole record “S2-BHA5” (located at the Former SSI [[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: Steelworks, Redcar) which indicates that a borehole was terminated at 11m bgl due to a possible UXO [[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]]:352: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[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]]:353: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[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]]:4:4.1.2 Borehole Records .............................................................................................................................11 [[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]]:8: British Geological Survey (BGS) published maps and online GeoIndex borehole records; [[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]]:17:4.1.2 Borehole Records [[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]]:17:No boreholes within the site boundary are available to view on the BGS historic borehole database, however [[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]]:17:Table 5 – BGS Borehole Archive [[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]]:17:Full details of the geology encountered and additional borehole records can be found at the link included in [[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]]:21: Soil and Groundwater 3 Boreholes (max 8m) [[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]]:21: Steelworks, Redcar-GI 13 boreholes (max 40.80m) Water [[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]]:21: Preliminary Onshore 15 Boreholes (max 37.30m) Water [[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]]:34: Title: Land West of Warrenby - Historic Boreholes [[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]]:34:Historic Boreholes COPYRIGHT. ALL RIGHTS RESERVED. LICENCE NUMBER [[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]]:34: Borehole [[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]]:34: Warrenby Hist Boreholes [[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]]:42:Page Section Boreholes On site 0-50m 50-250m 250-500m 500-2000m [[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]]:42:113 16.1 BGS Boreholes 4 0 14 - - [[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]]:149: 16 Boreholes [[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]]:149:16.1 BGS Boreholes [[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]]:149:The Single Onshore Boreholes Index (SOBI); an index of over one million records of boreholes, shafts and wells [[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]]:149:and nearshore boreholes dating back to at least 1790 and ranging from one to several thousand metres deep. [[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]]:149:Features are displayed on the Boreholes map on page 113 [[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]]:320: BH Borehole RNAS Royal Naval Air Service [[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]]:322: Boreholes       [[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]]:324: • “Potential ground investigation works- all areas, including trial pits and boreholes up to 25m bgl. [[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: (Area A) (Final report)” which includes the borehole log “S1-BH05” (located in the Study Site’s north-eastern sector) [[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: In addition, the borehole log “BH-2002” (located in the Study Site’s south-western sector) recorded the following [[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 Client has also provided 6 Alpha with the borehole record “S2-BHA5” (located at the Former SSI [[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: Steelworks, Redcar) which indicates that a borehole was terminated at 11m bgl due to a possible UXO [[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]]:334: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[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]]:335: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf|R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf]]:25: o not within 50m of a spring, well or borehole; [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:4: Works Works undertaken have comprised desk study, trial pitting, advancement of boreholes, Cone [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:13:All three investigation phases included trial pitting, the advancement of boreholes, installation of monitoring [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:17:of boreholes, Cone Penetration Testing (CPT), collection of soil and groundwater samples, geotechnical testing, [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:17:Appendix D, which includes: investigation location plans, trial pit and borehole logs, soil and groundwater [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:18:previous investigations has been included within Appendix D which includes on-site borehole and trial pit logs [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:18:and borehole logs from off-site immediately downgradient boreholes which provide information on the potential [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:19:boreholes. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:19:Glaciolacustrine Deposits were identified in a limited number of boreholes and generally comprised laminated [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:20:The Penarth Group and Mercia Mudstone Group were identified in one location only (borehole S2-BHA04). 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]]:20:and was proven to a depth of 3.7 to 4.2m bgl in the two boreholes advanced off-Site, with the depth to base of [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:23:(AEG 2022), which monitored the pore water pressure at different elevations and depths in the borehole [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:47:present. The exception to this was in relation to borehole MS\TP10 and S1-TPH07, where a sheen or oil [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:83: SYMBOLS FOR BOREHOLES, TRIAL PITS 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]]:86: A BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:86: A BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:86: A BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:87: A BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:87: S2-TPA48 BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:87: S2-TPA49 BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:88: S2-TPA96 MS\BH10 MS\BH12 BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:88: A BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:88: A BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:90: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:91: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:92: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:93: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:94: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:95: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:96: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:97: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:98: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:99: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:100: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:101: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:109:Information Summarised: Exploratory Hole Location Plan, Trial Pit Logs, Borehole Logs, Groundwater [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:111: Borehole [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:112:2. TRIAL PIT AND BOREHOLE LOGS, R EDCAR [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:144: Borehole [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:145:Information Summarised: Site Plans, Trial Pit and Borehole Logs [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:310:Information Summarised: Site Plan, Trial Pit and Borehole Logs, Permeability Tests Tidal Monitoring Results, [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:328:16/10/2017 5.00 5.00 250 4.40 4.80 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: Borehole complete at 15.00m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:329:17/10/2017 10.00 9.50 200 2.46 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:330:12/10/2017 7.00 7.00 200 5.68 3.20 3.60 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:332: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:332: 16.80 SJ24 1/0.94 Borehole complete at 16.80m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:332: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:333:05/10/2017 1.00 1.00 250 Dry 1.20 6.00 02:00 8.00 10.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:334:09/10/2017 10.00 10.00 200 4.76 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:336: 22.60 25.10 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:337: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:338: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:339: 36.80 39.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:340: Borehole complete at 39.80m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:340: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:344: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:344: Borehole terminated at 1.00m BGL - due to refusal. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:344:03/10/2017 1.00 0.90 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:345:04/10/2017 5.17 5.17 250 5.00 11.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: Borehole complete at 15.00m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:346:05/10/2017 11.50 11.50 200 4.35 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:347:09/10/2017 3.00 3.00 250 2.41 0.40 0.80 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:349: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:349: Borehole complete at 18.45m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:349: 17.30 17.50 00:45 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:350: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:350: Borehole terminated at 0.50m BGL - due to refusal. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:350:03/10/2017 0.50 0.50 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:351:04/10/2017 7.00 7.00 250 6.41 2.30 2.50 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:352: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:352: Borehole terminated at 8.00m BGL - due to pushing 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]]:352: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:353:06/10/2017 4.00 4.00 250 3.10 3.40 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: Borehole complete at 15.50m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:355:11/10/2017 1.20 1.20 250 Dry 1.20 1.80 01:00 1.20 5.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:355:12/07/2017 1.20 1.20 250 Dry 2.10 2.70 00:30 5.00 6.00 (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:357: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:357: Borehole terminated at 19.10m BGL - due to 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]]:357: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:357: (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:358:10/10/2017 2.00 2.00 250 Dry 2.00 5.30 02:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:359:12/10/2017 13.50 13.40 200 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:360: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:360: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:361: 18.80 19.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:362: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:363: 29.80 32.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:364: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:365: 19/10/2017 35.80 17.80 20.30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:366: Borehole complete at 40.80m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:366: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:371: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:371: Borehole terminated at 1.50m BGL - due to 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]]:371:26/10/2017 1.20 1.20 Dry 1.20 1.50 02:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: Borehole terminated at 5.00m BGL - due to 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]]:372:30/10/2017 4.50 4.40 250 3.87 4.90 5.00 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: 5.80 10.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:374:27/10/2017 10.00 10.00 200 4.77 14.00 15.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:375: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:375:02/11/2017 20.00 17.30 200 4.77 23.40 24.00 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:376: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:376:03/11/2017 25.00 17.30 200 4.83 27.00 27.40 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:377: 29.90 31.00 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:378: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:379: 37.80 40.00 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:380: Borehole complete at 40.00m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:380: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:383:23/10/2017 3.00 3.00 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: Borehole terminated at 11.00m BGL due to possible UXO anomaly. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:384:25/10/2017 11.00 11.00 200 3.46 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:385:07/11/2017 4.40 4.40 250 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:386:08/11/2017 10.00 10.00 200 4.67 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:387: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:387: 21.00 S46 1/0.40 Borehole complete at 21.00m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:387:10/11/2017 19.00 18.30 200 3.78 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:388: Installation Type : Borehole Method: Falling Head Test No: 1 of 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]]:389: Installation Type : Borehole Method: Falling Head Test No: 1 of 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]]:392: Note: Borehole dry throughout monitoring period. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:412:Information Summarised: Site Plan, Trial Pit and Borehole Logs, Vibrating Wire Piezometer Charts, Aquifer [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-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: LF' Series boreholes are offsite, however, have been included here as part of the groundwater elevation studies asa point between the site and the estuary. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:19:the advice of the ordnance engineer, the borehole was terminated at this depth. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:28:1 Good practice for decommissioning redundant boreholes and wells, Environment Agency, October [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:29:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:29:There are existing borehole installations across the Site. Where possible boreholes within defined [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:29:assessment indicates a Medium risk from UXO for borehole and excavation activities. In addition, and [[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]]:9: Arcadis, The Former SSI Steelworks, Redcar: Replacement Cle3/8 Landfill Boreholes CQA Validation [[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: Tees Industrial Area- Site C- Advancement of six boreholes to depths of between 18.70m BGL (BH-C04) and [[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: However, in borehole BHC6, the made ground was found to extend down to 10.0m below ground. [[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: 11 boreholes to up to 10m. [[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]]:26: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it [[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]]:26: 3 Boreholes, BH2B1 to BH2B3, were excavated at south bank oil farm. (this was a variation agreed [[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]]:26: with the EA to the scope in the 2004 report. The boreholes were to a maximum depth of 13m and [[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]]:27: Landfill Boreholes CQA material and was owned by TATA Steel Limited. [[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]]:27: perimeter of the CLE 3/8 landfill. All three boreholes lie within the current site. [[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]]:27: metal debris and blast furnace wastes. The Made ground is very hard and typically boreholes have [[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]]:30: typically BGS Borehole [[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]]:30: firebricks, BGS Borehole [[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]]:31: black 12m BGS borehole Aquifer narrow band [[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]]:31: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer [[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]]:41: carried out within the site comprised 3 exploratory holes (2 trial pits, 1 borehole). [[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]]:44: 2011 13 cable percussion boreholes to up to 10.2m 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]]:44: 15 window sample boreholes; [[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]]:44: A previous investigation (Contamination Consultants, 2007) comprised 8 boreholes and 13 trial [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:45: holes, 8 boreholes, sampling of spoils and waters, chemical testing and gas monitoring. The [[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]]:46: Gas monitoring of boreholes was carried out, and the results of the monitoring indicated that the [[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]]:49: A number of borehole records are available on the BGS GeoIndex web portal, [[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]]:49: The findings of these boreholes generally concur with the published mapping and [[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]]:49: Borehole 26/R [[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]]:49: strine to stiff brown silty Strata in some boreholes. Thin layer [[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]]:49: partings of sand. in Borehole 26/O. [[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]]:49: many boreholes [[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]]:49: Weathered Stiff to hard grey 0.45 – 1.5 4.6 – 11.35 4.60 to Secondary Base not proven in Borehole [[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]]:63: typically BGS Borehole [[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]]:63: firebricks, BGS Borehole [[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]]:64: Deposits deposits of BGS borehole Undifferentiated south east of River [[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]]:64: sand layers BGS borehole [[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]]:64: lacustrine clayey BGS borehole Strata [[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: Data reviewed included Enviros 2004 ground investigations, which comprised 2 boreholes and 10 [[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: one borehole location. [[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]]:84: - Intrusive investigation comprising 40 trial pits and 9 boreholes in the former Redcar Iron [[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]]:84: works area, and 40 trial pits and 5 boreholes on the Warrenby Landfill area. A further 5 [[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]]:84: boreholes were proposed on the remainder of the site. [[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]]:84: - Further desk based research on borehole logs, halite mineral rights, permit review and [[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]]:84: - Intrusive investigation comprising 9 boreholes, 35 trial pits, geophysical survey and [[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]]:85: Four monitoring boreholes are Phase 2 were subject to additional monitoring. Control levels were [[this>Teesworks/Planning/R-2022-0343-ESM/R-2022-0343-ESM-ARCHAEOLOGIST.pdf|R-2022-0343-ESM-ARCHAEOLOGIST.pdf]]:4: relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0343-ESM/R-2022-0343-ESM-ARCHAEOLOGIST.pdf|R-2022-0343-ESM-ARCHAEOLOGIST.pdf]]:4: evaluation of borehole and test pit data to be of potential archaeological interest [[this>Teesworks/Planning/R-2022-0343-ESM/R-2022-0343-ESM-ARCHAEOLOGIST.pdf|R-2022-0343-ESM-ARCHAEOLOGIST.pdf]]:6:4.4 In the area of the South Bank boiler works, test pits and boreholes encountered slag and concrete [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Decision 0411.pdf|R-2020-0411-FFM-Decision 0411.pdf]]:4:6. No development shall take place until all borehole logs and trial pit data [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-411 NEAR.pdf|R-2020-0411-FFM-411 NEAR.pdf]]:2:record, to require archaeological review of borehole logs and test pit data carried out as part of [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-411 NEAR.pdf|R-2020-0411-FFM-411 NEAR.pdf]]:2:(a) No development shall take place until all borehole logs and trial pit data carried out as part of ground [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf|R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf]]:9:9.3.8 Based on the BGS Historic Borehole index, (a map of historic boreholes) shows that there are no [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf|R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf]]:9: records of boreholes on the Application Site, however there are three records within 250 metres, [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf|R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf]]:9: including two boreholes at BGS ref: NZ52NE52 and NZ52NE54. The boreholes appear to have [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf|R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf]]:10: Table 9.6: Descriptions of Geological Strata – BGS Borehole Logs [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf|R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf]]:10:9.3.9 Borehole records and geological and historical mapping indicate that Made Ground is present [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf|R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf]]:5:2.8 Concurrent with findings from British geological Survey (BGS) borehole logs (accessed online via [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-EP CL.pdf|R-2020-0411-FFM-EP CL.pdf]]:1:• Drilling of a number of shallow and deep boreholes and trial pits across the site [[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]]:31:5.45 British Geological Survey (BGS) online mapping and nearby available historical BGS borehole [[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]]:31:5.46 The historical borehole records indicate the Made Ground to comprise gravel and cobble size [[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]]:31: • BGS maps and borehole records; [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:4:Table 6 – Descriptions of Geological Strata – BGS Borehole Logs ............................................................. 6 [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:12:2.4.2 Based on the BGS Historic Borehole index, a map of historic boreholes shows that there are no [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:12: records of boreholes on the Application Site, however there are three records within 250 metres of [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:12: the site, including two boreholes BGS ref: NZ52NE52 and NZ52NE54. The boreholes appear to [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:12:Table 6 – Descriptions of Geological Strata – BGS Borehole Logs [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:13:2.4.3 Made Ground is indicated both by the borehole records and geological and historical mapping to [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:20: • Drilling of a number of shallow and deep boreholes and trial pits across the site targeting [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:25:6. Any borehole data from British Geological Survey sources is included on the basis that: "The British [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:50:Page Section Boreholes On site 0-50m 50-250m 250-500m 500-2000m [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:50:94 16.1 BGS Boreholes 0 3 13 - - [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:138: 16 Boreholes [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:138:16.1 BGS Boreholes [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:138:The Single Onshore Boreholes Index (SOBI); an index of over one million records of boreholes, shafts and wells [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:138:and nearshore boreholes dating back to at least 1790 and ranging from one to several thousand metres deep. [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:138:Features are displayed on the Boreholes map on page 94 [[this>Teesworks/Planning/R-2022-0587-CD/R-2022-0587-CD-R 2020 0684 ESM DECISION NOTICE.pdf|R-2022-0587-CD-R 2020 0684 ESM DECISION NOTICE.pdf]]:3: relevant borehole and vibrocore data [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:8:  The Former SSI Steelworks, Redcar: Replacement Cle3/8 Landfill Boreholes CQA Validation [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:12:Historical borehole logs from Enviros and others indicate a substantial thickness of Made Ground [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:16:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:25:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:25:There are existing borehole installations across the South Bank Priority Area site. Where possible [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:25:boreholes within defined excavation areas should be protected, however if this is not practicable, they [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:25:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-EA R_2021_0465_FFM 8 July 2021 OFFICIAL .pdf|R-2021-0465-FFM-EA R_2021_0465_FFM 8 July 2021 OFFICIAL .pdf]]:1:a selection of installed boreholes. The developer should ensure the development works [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-EA R_2021_0465_FFM 8 July 2021 OFFICIAL .pdf|R-2021-0465-FFM-EA R_2021_0465_FFM 8 July 2021 OFFICIAL .pdf]]:1:do not impinge on these boreholes during the works. [[this>Teesworks/Planning/R-2021-0152-CD/R-2021-0152-CD-Blast furnace RecordingWSI revMar21.pdf|R-2021-0152-CD-Blast furnace RecordingWSI revMar21.pdf]]:4: (i) Before remediation or development commences, archaeological evaluation of borehole [[this>Teesworks/Planning/R-2021-0152-CD/R-2021-0152-CD-Blast furnace RecordingWSI revMar21.pdf|R-2021-0152-CD-Blast furnace RecordingWSI revMar21.pdf]]:4: borehole/trenching data, or observed during the initial survey [[this>Teesworks/Planning/R-2021-0152-CD/R-2021-0152-CD-Compliance Decision.pdf|R-2021-0152-CD-Compliance Decision.pdf]]:3: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2021-0152-CD/R-2021-0152-CD-Compliance Decision.pdf|R-2021-0152-CD-Compliance Decision.pdf]]:3: high significance suggested by the borehole/trenching data, or observed [[this>Teesworks/Planning/R-2023-0179-SCP/R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf|R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf]]:60: • Till (Diamicton) present in the south-eastern section. Nearby borehole records [[this>Teesworks/Planning/R-2023-0179-SCP/R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf|R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf]]:61: by Made Ground and no borehole records of the area are available. However, [[this>Teesworks/Planning/R-2023-0179-SCP/R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf|R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf]]:62: • Glaciolacustrine Deposits present to the south. Encountered in nearby boreholes [[this>Teesworks/Planning/R-2023-0179-SCP/R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf|R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf]]:63:6.1.59 A review of the publicly available BGS geological maps and boreholes indicates the [[this>Teesworks/Planning/R-2023-0179-SCP/R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf|R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf]]:63: eastwards from the Trunk Road nearby boreholes, explored to a maximum depth [[this>Teesworks/Planning/R-2023-0179-SCP/R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf|R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf]]:63: site boreholes to the far east of the site found Till to a maximum explored depth [[this>Teesworks/Planning/R-2023-0179-SCP/R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf|R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf]]:63: • Redcar Mudstone Formation: Borehole records encountered this at [[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]]:23: excavator and 1 borehole using a shell and auger rig. [[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]]:23: boreholes (shell and auger) to a maximum depth of 10m [[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]]:23: 13 No. cable percussive boreholes were advanced to [[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]]:23: Proposed development percussive boreholes Standard Penetrometer Testing [[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]]:24: 2 No. cable percussive boreholes to a maximum depth of [[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]]:24: 10 No. cable-percussive boreholes, to between 10m and [[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]]:30:H4.51 Within the TLRS Area, no NAPL was noted within the two trial pits and one borehole advanced [[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]]:31: 31 samples of Made Ground collected from 110 trial pits and 10 boreholes located across the site [[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]]:33: Made Ground. A further two boreholes are located within th e TLRS Area: one screened across [[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]]:33: Dissolved aliphatic and aromatic petroleum hydrocarbons were detected in borehole S3-BHA02 [[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]]:41: Previous assessment has identified a Medium risk of UXO for borehole and excavation [[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]]:48: 38 The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes, CQA [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Decision Notice 0819.pdf|R-2020-0819-ESM-Decision Notice 0819.pdf]]:5: i. Archaeological interpretation of all borehole and trenching data [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-R-2020-0819-ESM-Archaeological Advice, Dorman Point Site R-2020-0819-ESM.pdf|R-2020-0819-ESM-R-2020-0819-ESM-Archaeological Advice, Dorman Point Site R-2020-0819-ESM.pdf]]:4:B.1 Before remediation or development commences, archaeological interpretation of all borehole