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R-2021-0674-NM-DECISION NOTICE.pdf:3: relevant borehole and vibrocore data
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
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
20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf:5: B34 – Borehole 34
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
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
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
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
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
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.
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
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
20220608 MLA2020005061 L20121003331 Cefas advice Final.pdf:2: around borehole 34 be excluded based on sample results:
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
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
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
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
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
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
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
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-
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
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
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:1: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:2: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:2: End of Borehole at 23.000m
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:3: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:4: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:4: End of Borehole at 23.000m
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:5: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:6: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:6: End of Borehole at 23.000m 23.00 PID
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:7: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:8: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:8: End of Borehole at 23.000m
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:9: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:10: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:10: End of Borehole at 23.000m 23.00 PID
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:11: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:12: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:12: End of Borehole at 23.000m 23.00 PID
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:13: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:14: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:14: End of Borehole at 23.000m
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:15: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:16: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:16: End of Borehole at 23.000m
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:17: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:18: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:18: End of Borehole at 23.000m
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:19: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:20: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:20: End of Borehole at 23.000m
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:21: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:22: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:22: End of Borehole at 23.000m
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:23: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:24: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:24: End of Borehole at 23.000m
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:25: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:26: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:26: End of Borehole at 23.000m
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:27: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:28: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:28: End of Borehole at 23.000m
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:29: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:30: Borehole Log
MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:30: End of Borehole at 23.000m
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
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:7: ( Borehole
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,
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
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
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
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.
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
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:214: BH Borehole
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
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
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:242: BH = Borehole
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
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
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:387: BH = Borehole
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:390: BH = Borehole
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:393: BH = Borehole
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:396: BH = Borehole
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
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:400: BH = Borehole
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:402: BH = Borehole
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:404: BH = Borehole
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:407: BH = Borehole
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:410: BH = Borehole
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:413: BH = Borehole
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
MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:3:3.1 Borehole Logs
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
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
MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:4:Table 1 summarises the bottom of made ground levels for each borehole.
MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:4: Borehole Made Ground Level (m CD)
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
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
MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:5: Borehole Deepest Exclusion (mCD) in MMO
MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:6: Borehole Made Ground MMO Suite PBDE Excavation Required
MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:7: - Remove all made ground as identified in the borehole logs
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
MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:7: o and at the two adjacent boreholes
MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:7: Borehole Required excavation level Proposed Excavation Level
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’);
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
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
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
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
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
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
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
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-
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
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
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
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
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
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
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)
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
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)
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
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
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
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
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
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
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
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
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
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
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:258:Table 3-1: Historical BGS borehole records
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:258: Borehole Depth (m bgl) Description
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:259: Borehole Depth (m bgl) Description
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:259:3.1.2 Previous ground investigations boreholes
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
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
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.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:259: Borehole Depth (m bgl) Description
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)
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
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
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
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
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
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
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:101: BOREHOLE LOG
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:101: Project Business Division BOREHOLE No
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:102: BOREHOLE LOG
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:102: Project Business Division BOREHOLE No
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:103: BOREHOLE LOG
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:103: Project Business Division BOREHOLE No
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:104: BOREHOLE LOG
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:104: Project Business Division BOREHOLE No
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:108: -T22 D-B Borehole
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:109: @ BOREHOLES
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
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
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
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
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
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
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
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
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)
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
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
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
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
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:7: ( Borehole
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,
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
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
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
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.
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
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:214: BH Borehole
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
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
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:242: BH = Borehole
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
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
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:387: BH = Borehole
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:390: BH = Borehole
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:393: BH = Borehole
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:396: BH = Borehole
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
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:400: BH = Borehole
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:402: BH = Borehole
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:404: BH = Borehole
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:407: BH = Borehole
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:410: BH = Borehole
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:413: BH = Borehole
R-2021-0830-CD-DECISION NOTICE 0684.pdf:3: relevant borehole and vibrocore data
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.
R-2022-0816-FFM-Archaeological Report.pdf:3: B.1 Before remediation or development commences, archaeological interpretation of all borehole and
R-2022-0515-CD-R 2020 0357 OOM Decision Notice.pdf:5: evaluation of relevant borehole and test pit data
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
R-2021-0422-CD-Decision Notice (1).pdf:5: evaluation of relevant borehole and test pit data
R-2021-0422-CD-Decision Notice (1).pdf:5: indicated by the evaluation of borehole and test pit data to be of potential
R-2022-0049-CD-Decision Notice 2020 0318.pdf:3: evaluation of borehole and trenching data
R-2022-0049-CD-Decision Notice 2020 0318.pdf:3: high significance suggested by the borehole/trenching data, or observed
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
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
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,
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
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
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.
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
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
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:12: Encountered in all boreholes which progressed beyond the
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
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
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
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
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
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
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
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
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
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:34: boreholes
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.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:72: REPLACEMENT BOREHOLES AND
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:74:GROUND INVESTIGATION SOUTHBANK AREA C REPLACEMENT BOREHOLES
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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.
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.
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
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
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:
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:158: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:159: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:160: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:161: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:162: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:163: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:164: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:165: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:166: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:167: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:168: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:169: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:170: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:171: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:172: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:173: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:174: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:175: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:176: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:177: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:178: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:179: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:180: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:181: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:182: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:183: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:184: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:185: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:186: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:187: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:188: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:189: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:190: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:191: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:192: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:193: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:194: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:195: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:196: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:197: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:198: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:199: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:200: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:201: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:202: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:203: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:204: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:205: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:206: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:207: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:208: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:209: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:210: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:211: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:212: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:213: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:214: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:215: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:216: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:217: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:218: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:219: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:220: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:221: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:222: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:223: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:224: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:225: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:226: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:227: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:228: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:229: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:541: Contract Title Boreholes and BGP GI
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:542: Contract Title Boreholes and BGP GI
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:543: Contract Title Boreholes and BGP GI
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:683:Borehole Flow
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:683:Borehole Peak Flow
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
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:694:single generalized borehole as shown below:
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).
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
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:698: groundwater phreatic surface are defined by the borehole.
R-2022-0342-CD-R 2020 0357 OOM Decision Notice.pdf:5: evaluation of relevant borehole and test pit data
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
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
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:17: Histoirc SNC/RO/RC Borehole
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:18: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:18: Rotary Core Borehole Log CBRB01
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:19: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:19: Rotary Core Borehole Log CBRB01
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:20: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:20: Rotary Core Borehole Log CBRB01
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:21: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:21: Rotary Core Borehole Log CBRB01
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:22: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:22: Rotary Core Borehole Log CBRB02
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:23: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:23: Rotary Core Borehole Log CBRB02
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:24: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:24: Rotary Core Borehole Log CBRB02
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:25: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:25: Rotary Core Borehole Log CBRB02
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:26: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:26: Rotary Core Borehole Log CBRB03
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:27: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:27: Rotary Core Borehole Log CBRB03
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:28: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:28: Rotary Core Borehole Log CBRB03
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:29: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:29: Rotary Core Borehole Log CBRB03
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:30: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:30: Rotary Core Borehole Log CBRB04
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:31: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:31: Rotary Core Borehole Log CBRB04
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:32: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:32: Rotary Core Borehole Log CBRB04
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:33: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:33: Rotary Core Borehole Log CBRB04
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:34: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:34: Rotary Core Borehole Log CBSB02
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:35: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:35: Rotary Core Borehole Log CBSB02
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:36: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:36: Rotary Core Borehole Log CBSB02
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:37: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:37: Rotary Core Borehole Log CBSB02
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:38: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:38: Rotary Core Borehole Log CBSB03
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:39: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:39: Rotary Core Borehole Log CBSB03
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:40: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:40: Rotary Core Borehole Log CBSB03
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:41: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:41: Rotary Core Borehole Log CBSB03
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:42: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:42: Rotary Core Borehole Log CBSB04
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:43: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:43: Rotary Core Borehole Log CBSB04
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:44: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:44: Rotary Core Borehole Log CBSB04
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:45: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:45: Rotary Core Borehole Log CBSB04
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:46: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:46: Rotary Core Borehole Log CBRB05A
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:47: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:47: Rotary Core Borehole Log CBRB05A
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:48: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:48: Rotary Core Borehole Log CBRB05A
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:49: Borehole No.:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:49: Rotary Core Borehole Log CBRB05A
R-2022-0354-CD-Archaeological Recording WSI.pdf:3: relevant borehole and test pit data
R-2022-0354-CD-Archaeological Recording WSI.pdf:3: evaluation of borehole and test pit data to be of potential archaeological interest
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
R-2022-0354-CD-0354 Decision.pdf:2: evaluation of relevant borehole and test pit data
R-2022-0354-CD-0354 Decision.pdf:2: indicated by the evaluation of borehole and test pit data to be of potential
R-2022-0354-CD-R 2020 0357 OOM Decision Notice.pdf:5: evaluation of relevant borehole and test pit data
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
R-2022-0354-CD-61586_01 Cover Letter(1).pdf:1: borehole and test pit data
R-2022-0354-CD-61586_01 Cover Letter(1).pdf:1: evaluation of borehole and test pit data to be of potential archaeological interest
R-2022-0354-CD-0354 Officer Report.pdf:1:evaluation of relevant borehole and test pit data
R-2022-0354-CD-0354 Officer Report.pdf:2:indicated by the evaluation of borehole and test pit data to be of potential
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;
R-2021-0832-CD-DECISION NOTICE 0318.pdf:3: evaluation of borehole and trenching data
R-2021-0832-CD-DECISION NOTICE 0318.pdf:3: high significance suggested by the borehole/trenching data, or observed
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
R-2020-0685-ESM-OFFICER REPORT.pdf:12:borehole and vibrocore data
R-2020-0685-ESM-OFFICER REPORT.pdf:76:groundwater. The ES states: borehole records indicate that groundwater
R-2020-0685-ESM-OFFICER REPORT.pdf:99: borehole and vibrocore data
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
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
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
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
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
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
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
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
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
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
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
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
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
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)
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
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
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
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
R-2020-0685-ESM-DECISION NOTICE.pdf:3: borehole and vibrocore data
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
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
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
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
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
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
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:12: Borehole Depth (m bgl) Description
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:13: Borehole Depth (m bgl) Description
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
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
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
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.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:13: Borehole Depth (m bgl) Description
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)
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
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
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
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
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
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
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:707: BOREHOLE LOG
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:707: Project Business Division BOREHOLE No
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:708: BOREHOLE LOG
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:708: Project Business Division BOREHOLE No
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:709: BOREHOLE LOG
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:709: Project Business Division BOREHOLE No
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:710: BOREHOLE LOG
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:710: Project Business Division BOREHOLE No
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:714: -T22 D-B Borehole
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:715: @ BOREHOLES
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
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
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
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
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
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
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
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-
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
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
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
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:12: CLAY Undifferentiated Boreholes AS8 and
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
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.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:24: 11 boreholes to up to 10m.
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
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
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
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.
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.
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
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:28: typically BGS Borehole
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:28: firebricks, BGS Borehole
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:28: Mudstone proven Boreholes
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:28: black 12m BGS borehole Aquifer narrow band
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:28: sandstones Borehole
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:28: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer encountered in
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:28: subordinate not proven Borehole
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).
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;
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:40: 15 window sample boreholes;
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
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
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
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
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:
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:44: Borehole 26/R
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
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:44: partings of sand. in Borehole 26/O.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:44: many boreholes
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
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.
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
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:56: typically BGS Borehole
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:56: firebricks, BGS Borehole
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
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:57: sand layers BGS borehole
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:57: lacustrine clayey BGS borehole Strata
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
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:75: in one borehole location.
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
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
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:76: boreholes were proposed on the remainder of the site.
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
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
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
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
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
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
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:10: CLAY Boreholes AS8 and
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
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.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:22: 11 boreholes to up to 10m.
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
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
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
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.
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.
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
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:26: typically BGS Borehole
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:26: firebricks, BGS Borehole
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:26: Mudstone proven Boreholes
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:26: black 12m BGS borehole Aquifer narrow band
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:26: sandstones Borehole
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:26: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer encountered in
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:26: subordinate not proven Borehole
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).
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;
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:38: 15 window sample boreholes;
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
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
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
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
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:
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:42: Borehole 26/R
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
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:42: partings of sand. in Borehole 26/O.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:42: many boreholes
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
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.
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
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:54: typically BGS Borehole
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:54: firebricks, BGS Borehole
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
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:55: sand layers BGS borehole
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:55: lacustrine clayey BGS borehole Strata
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
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:73: one borehole location.
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
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
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:74: boreholes were proposed on the remainder of the site.
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
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
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
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
R-2021-0473-ESM-EA R_2021_0473_ESM 8 July 2021 OFFICIAL.pdf:1:do not impinge on these boreholes during the works
R-2021-0624-NM-Decision Notice 0357.pdf:5: evaluation of relevant borehole and test pit data
R-2021-0624-NM-Decision Notice 0357.pdf:5: indicated by the evaluation of borehole and test pit data to be of potential
R-2021-1046-CD-Decision Notice.pdf:2: evaluation of borehole and trenching data
R-2021-1046-CD-Decision Notice.pdf:2: significance suggested by the borehole/trenching data, or observed during
R-2021-1046-CD-Officer Report.pdf:1:of borehole and trenching data
R-2021-1046-CD-Officer Report.pdf:1:significance suggested by the borehole/trenching data, or observed during the
R-2022-0186-CD-R 2020 0357 OOM Decision Notice.pdf:5: evaluation of relevant borehole and test pit data
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
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
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
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
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
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
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-
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
R-2021-0166-FFM-Environmental Risk Assessment.pdf:24: Figure 8: Number of WQS Exceedances per Borehole Area A
R-2021-0166-FFM-Environmental Risk Assessment.pdf:25:and aromatic petroleum hydrocarbons were detected in borehole S3-BHA02 screening the superficial deposits
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
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
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
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
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
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
R-2021-0166-FFM-Environmental Risk Assessment.pdf:26: Figure 9: Number of WQS Exceedances per Borehole in Area B
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.
R-2021-0166-FFM-Environmental Risk Assessment.pdf:31: Borehole Flow rate (l/h) <0.1 -
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. 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 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 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 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 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 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 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 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 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 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 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 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 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 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 R-2021-0166-FFM-Ground Remediation Options Report.pdf:23:8.3.5.5 Boreholes R-2021-0166-FFM-Ground Remediation Options Report.pdf:23:There are existing borehole installations across the site. Where possible boreholes within defined excavation 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 R-2022-0494-FFM-21089271_1.pdf:10:Historical borehole logs from the British Geological Survey (BGS) data and from Arcadis 2020 (boreholes R-2022-0494-FFM-21089271_1.pdf:134: Borehole/Pit No. SHO-TS1-AUK-TP101-S4 R-2022-0494-FFM-21089271_1.pdf:135: Borehole/Pit No. SHO-TS1-AUK-TP102-S6 R-2022-0494-FFM-21089271_1.pdf:136: Borehole/Pit No. SHO-TS1-AUK-TP103-S4 R-2022-0494-FFM-21089271_1.pdf:137: Borehole/Pit No. SHO-TS1-AUK-TP104-S4 R-2022-0494-FFM-21089271_1.pdf:138: Borehole/Pit No. SHO-TS1-AUK-TP105-S5 R-2022-0494-FFM-21089271_1.pdf:139: Borehole/Pit No. SHO-TS1-AUK-TP106-S4 R-2022-0494-FFM-21089271_1.pdf:140: Borehole/Pit No. SHO-TS1-AUK-TP106-S6 R-2022-0494-FFM-21089271_1.pdf:141: Borehole/Pit No. SHO-TS1-AUK-TP107-S8 R-2022-0494-FFM-21089271_1.pdf:142: Borehole/Pit No. SHO-TS1-AUK-TP107-S9 R-2022-0494-FFM-21089271_1.pdf:143: Heavy Compaction Borehole / Pit No R-2022-0494-FFM-21089271_1.pdf:144: Heavy Compaction Borehole / Pit No R-2022-0494-FFM-21089271_1.pdf:145: Heavy Compaction Borehole / Pit No R-2022-0494-FFM-21089271_1.pdf:146: Heavy Compaction Borehole / Pit No R-2022-0494-FFM-21089271_1.pdf:147: Heavy Compaction Borehole / Pit No 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 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 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; 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, 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; 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; 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). 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 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 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 R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:16: Mercia glauconite, recorded in 27 boreholes. 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. 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 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 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 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 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 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 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 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. 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 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. 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 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. 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 R-2021-1048-FFM-Decision Notice 1048(1).pdf:4:9. A scheme for managing and/or decommissioning any borehole installed for R-2021-1048-FFM-Decision Notice 1048(1).pdf:4: scheme shall provide details of how redundant boreholes are to be R-2021-1048-FFM-Decision Notice 1048(1).pdf:4: decommissioned and how any boreholes that need to be retained, post- R-2021-1048-FFM-Decision Notice 1048(1).pdf:4: REASON: To ensure that redundant boreholes are safe and secure, and do R-2021-1048-FFM-Officer Report 1048.pdf:6:Condition 4: Decommission of investigative boreholes R-2021-1048-FFM-Officer Report 1048.pdf:6:A scheme for managing and/or decommissioning any borehole installed for R-2021-1048-FFM-Officer Report 1048.pdf:6:scheme shall provide details of how redundant boreholes are to be R-2021-1048-FFM-Officer Report 1048.pdf:6:decommissioned and how any boreholes that need to be retained, post- R-2021-1048-FFM-Officer Report 1048.pdf:6: To ensure that redundant boreholes are safe and secure, and do not R-2021-1048-FFM-Officer Report 1048.pdf:17:decommissioning of boreholes/wells, the development is one that can be R-2021-1048-FFM-Officer Report 1048.pdf:24:9. A scheme for managing and/or decommissioning any borehole installed R-2021-1048-FFM-Officer Report 1048.pdf:24: The scheme shall provide details of how redundant boreholes are to be R-2021-1048-FFM-Officer Report 1048.pdf:24: decommissioned and how any boreholes that need to be retained, post- R-2021-1048-FFM-Officer Report 1048.pdf:24: Reason: To ensure that redundant boreholes are safe and secure, and R-2021-1048-FFM-Appendix4 - Cleveland Logs.pdf:1:4. TRIAL PIT AND BOREHOLE LOGS, CLEVELAND R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:10: • Boreholes across the site and details of their response zones; R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:11: groundwater level data from all boreholes has been collected; 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 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 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 R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:24: occasions groundwater level data from all boreholes has R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:30:boreholes off site groundwater have been sampled and R-2021-1048-FFM-Appendix2 - Redcar Logs.pdf:1:2. TRIAL PIT AND BOREHOLE LOGS, R EDCAR 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 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 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 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 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 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; 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 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 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 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 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) 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 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 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 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:41: Borehole 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 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 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 - - R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:157: 16 Boreholes 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 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 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. 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 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:330: Boreholes 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. 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) 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 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 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 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 5×4=20 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 5×4=20 R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:4: prevailing at the site. Additionally, specific boreholes have been referred R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf:3:Condition 4: Decommission of investigative boreholes R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf:3:A scheme for managing and/or decommissioning any borehole installed for the R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf:3:details of how redundant boreholes are to be decommissioned and how any R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf:3:boreholes that need to be retained, post-development, for monitoring purposes R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf:4: • To ensure that redundant boreholes are safe and secure, and do not R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:6:Table 3.2 - Summary of Historical Boreholes R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:6:Table 3.3 - Summary of Historical Boreholes R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:8:deposits; comprising unconsolidated alluvium, estuarine clay and sand. Deeper boreholes sunk within 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 R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:13: Historical boreholes Boreholes accessed through BGS Geoindex or through 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 R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:15: oversized borehole into a concrete plug below the 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 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 R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:16:table 3.2 for a summary of historic boreholes on site. 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. R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:19:Table 3.2 - Summary of Historical Boreholes R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:19: Geoindex Borehole ref from GI Details of GI Location on site R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:19: Borehole Ref. 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 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 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 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 R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:21:Borehole records show several metres of moderate to highly weathered rock. R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:21:Table 3.3 - Summary of Historical Boreholes 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 R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:38: Only 3 boreholes within SSI 1. R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:38: Only 3 boreholes within SSI 1. 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 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 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 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 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 R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:39: Coke crushing plant 14 Trial pits 3 no boreholes to 15m or Standpipes in selected boreholes to R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:39: Coal yards 44 Trial pits 9 no boreholes to 15m or Standpipes in selected boreholes to 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 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; 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 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 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 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 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) 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 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 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 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:34: Borehole 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 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 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 - - 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 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 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 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. 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 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:322: Boreholes 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. 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) 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 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 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 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 5×4=20 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 5×4=20 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. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:27:4.3.6.6 Boreholes 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 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 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 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 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, 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 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 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:17:boreholes. 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 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 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 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 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:67: SYMBOLS FOR BOREHOLES, TRIAL PITS AND R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:70: A BOREHOLE (Enviros 2004) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:70: A BOREHOLE (AEG 2018) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:70: A BOREHOLE (AEG 2021) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:71: A BOREHOLE (Enviros 2004) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:71: S2-TPA48 BOREHOLE (AEG 2018) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:71: S2-TPA49 BOREHOLE (AEG 2021) 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) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:72: A BOREHOLE (AEG 2018) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:72: A BOREHOLE (AEG 2021) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:74: A BOREHOLE LOCATION R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:75: A BOREHOLE LOCATION R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:76: A BOREHOLE LOCATION R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:77: A BOREHOLE LOCATION R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:78: A BOREHOLE LOCATION R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:79: A BOREHOLE LOCATION 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:92: Borehole R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:93:2. TRIAL PIT AND BOREHOLE LOGS, R EDCAR R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:125: Borehole 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 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, R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:309: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:310: BOREHOLE RECORD FINAL R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:310: Borehole complete at 15.00m BGL. 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:311: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:312: BOREHOLE RECORD FINAL R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:312: (2) Borehole advanced through trial pit previously R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:313: BOREHOLE RECORD FINAL 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. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:313: (2) Borehole advanced through trial pit previously R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:314: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:315: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:316: BOREHOLE RECORD FINAL R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:316: (2) Borehole advanced through trial pit previously 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:318: (2) Borehole advanced through trial pit previously R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:319: (2) Borehole advanced through trial pit previously 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:321: Borehole complete at 39.80m BGL. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:321: (2) Borehole advanced through trial pit previously R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:325: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:326: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:327: BOREHOLE RECORD FINAL R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:327: Borehole complete at 15.00m BGL. 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:328: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:329: BOREHOLE RECORD FINAL R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:329: (2) Borehole advanced through trial pit previously R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:330: BOREHOLE RECORD FINAL R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:330: Borehole complete at 18.45m BGL. 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:331: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:332: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:333: BOREHOLE RECORD FINAL 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. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:333: (2) Borehole advanced through trial pit previously R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:334: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:335: BOREHOLE RECORD FINAL R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:335: Borehole complete at 15.50m BGL. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:335: (2) Borehole advanced through trial pit previously R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:336: BOREHOLE RECORD FINAL 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 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. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:337: BOREHOLE RECORD FINAL R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:337: (2) Borehole advanced through trial pit previously 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. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:338: BOREHOLE RECORD FINAL 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. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:338: (2) Borehole advanced through trial pit previously 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. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:339: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:340: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:341: BOREHOLE RECORD FINAL R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:341: (2) Borehole advanced through trial pit previously 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:343: (2) Borehole advanced through trial pit previously 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:345: (2) Borehole advanced through trial pit previously 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:347: Borehole complete at 40.80m BGL. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:347: (2) Borehole advanced through trial pit previously R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:352: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:353: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:354: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:355: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:356: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:357: BOREHOLE RECORD FINAL 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 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:359: (2) Borehole advanced through trial pit previously 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:361: Borehole complete at 40.00m BGL. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:361: (2) Borehole advanced through trial pit previously R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:364: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:365: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:366: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:367: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:368: BOREHOLE RECORD FINAL 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. 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 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 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:373: Note: Borehole dry throughout monitoring period. 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 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. 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 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:4: Borehole Records 2 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 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 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. 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 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 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 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 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 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 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 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. 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. 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 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 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. 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 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. 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 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 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 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. 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 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). R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:13:Borehole Records. 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. 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 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 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 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. 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. 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 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 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: R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:29:Borehole Records R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:30:Borehole Summary Table 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:31: BOREHOLE RECORD FINAL 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 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:32: BOREHOLE RECORD FINAL 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 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:33: BOREHOLE RECORD FINAL 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 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 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 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 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 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 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 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 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 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 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 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 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. 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 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:43: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:44: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:45: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:46: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:47: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:48: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:49: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:50: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:51: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:52: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:53: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:54: BOREHOLE RECORD FINAL 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 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 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 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 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 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:63: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:64: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:65: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:66: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:67: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:68: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:69: BOREHOLE RECORD FINAL 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 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:70: BOREHOLE RECORD FINAL 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 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:71: BOREHOLE RECORD FINAL 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 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 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 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 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 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 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 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 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 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 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 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 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. 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 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:81: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:82: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:83: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:84: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:85: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:86: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:87: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:88: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:89: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:90: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:91: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:92: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:93: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:94: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:95: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:96: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:97: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:98: BOREHOLE RECORD FINAL 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 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 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 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 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 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 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 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 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:112: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:113: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:114: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:115: BOREHOLE RECORD FINAL 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 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. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:116: BOREHOLE RECORD FINAL 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 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. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:117: BOREHOLE RECORD FINAL 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. 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 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. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:118: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:119: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:120: BOREHOLE RECORD FINAL 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 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 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 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 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 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 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:131: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:132: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:133: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:134: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:135: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:136: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:137: BOREHOLE RECORD FINAL 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 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 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 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 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 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 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:148: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:149: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:150: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:151: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:152: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:153: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:154: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:155: BOREHOLE RECORD FINAL 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 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 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 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 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:162: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:163: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:164: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:165: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:166: BOREHOLE RECORD FINAL 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. 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 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. 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. 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 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 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 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 R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:3: Table 4: Borehole Summary ……………………………………………………………………………..10 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 R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:12:Table 4: Borehole Summary 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 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 R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:21:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS 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 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. 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. 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 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 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: R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1398: Table 2.3 Borehole information …………………………………………………………………………………….. 12 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 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 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 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. 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 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 R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1406:Table 2.3 Borehole information R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1406: Borehole Easting (m) Northing (m) Ground level Groundwater level 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 & 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 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 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 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 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 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 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 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 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. 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 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. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1437: 𝛾𝑐 Shear strain at the borehole wall 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: R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1458:point where the membrane bears on the borehole wall. 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 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 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 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. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1465:Table 3 Borehole location information R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1465: Borehole Easting (m) Northing (m) Ground level Groundwater 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 & 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 R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1468:Figure 1 All tests on common axes – All boreholes R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1469: All boreholes R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1470:Borehole : MS/BH06 R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1491:Borehole : MS/BH06 R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1512:Borehole : MS/BH07 R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1529:Borehole : MS/BH07 R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1554:Borehole : MS/BH09 R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1572:Borehole : MS/BH09 R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1593:Borehole : MS/BH11 R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1614:Borehole : MS/BH11 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 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 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, 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 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 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:17:boreholes. 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 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 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 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 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:69: SYMBOLS FOR BOREHOLES, TRIAL PITS AND R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:72: A BOREHOLE (Enviros 2004) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:72: A BOREHOLE (AEG 2018) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:72: A BOREHOLE (AEG 2021) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:73: A BOREHOLE (Enviros 2004) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:73: S2-TPA48 BOREHOLE (AEG 2018) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:73: S2-TPA49 BOREHOLE (AEG 2021) 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) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:74: A BOREHOLE (AEG 2018) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:74: A BOREHOLE (AEG 2021) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:76: A BOREHOLE LOCATION R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:77: A BOREHOLE LOCATION R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:78: A BOREHOLE LOCATION R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:79: A BOREHOLE LOCATION R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:80: A BOREHOLE LOCATION R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:81: A BOREHOLE LOCATION R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:82: A BOREHOLE LOCATION R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:83: A BOREHOLE LOCATION R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:84: A BOREHOLE LOCATION 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:100: Borehole R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:101:2. TRIAL PIT AND BOREHOLE LOGS, R EDCAR R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:133: Borehole 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 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, R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:317: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:318: BOREHOLE RECORD FINAL R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:318: Borehole complete at 15.00m BGL. 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:319: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:320: BOREHOLE RECORD FINAL R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:320: (2) Borehole advanced through trial pit previously R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:321: BOREHOLE RECORD FINAL 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. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:321: (2) Borehole advanced through trial pit previously R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:322: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:323: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:324: BOREHOLE RECORD FINAL R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:324: (2) Borehole advanced through trial pit previously 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:326: (2) Borehole advanced through trial pit previously R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:327: (2) Borehole advanced through trial pit previously 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:329: Borehole complete at 39.80m BGL. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:329: (2) Borehole advanced through trial pit previously R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:333: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:334: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:335: BOREHOLE RECORD FINAL R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:335: Borehole complete at 15.00m BGL. 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:336: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:337: BOREHOLE RECORD FINAL R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:337: (2) Borehole advanced through trial pit previously R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:338: BOREHOLE RECORD FINAL R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:338: Borehole complete at 18.45m BGL. 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:339: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:340: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:341: BOREHOLE RECORD FINAL 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. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:341: (2) Borehole advanced through trial pit previously R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:342: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:343: BOREHOLE RECORD FINAL R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:343: Borehole complete at 15.50m BGL. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:343: (2) Borehole advanced through trial pit previously R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:344: BOREHOLE RECORD FINAL 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 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. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:345: BOREHOLE RECORD FINAL R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:345: (2) Borehole advanced through trial pit previously 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. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:346: BOREHOLE RECORD FINAL 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. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:346: (2) Borehole advanced through trial pit previously 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. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:347: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:348: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:349: BOREHOLE RECORD FINAL R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:349: (2) Borehole advanced through trial pit previously 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:351: (2) Borehole advanced through trial pit previously 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:353: (2) Borehole advanced through trial pit previously 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:355: Borehole complete at 40.80m BGL. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:355: (2) Borehole advanced through trial pit previously R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:360: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:361: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:362: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:363: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:364: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:365: BOREHOLE RECORD FINAL 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 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:367: (2) Borehole advanced through trial pit previously 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:369: Borehole complete at 40.00m BGL. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:369: (2) Borehole advanced through trial pit previously R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:372: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:373: BOREHOLE RECORD FINAL 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. 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:374: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:375: BOREHOLE RECORD FINAL 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:376: BOREHOLE RECORD FINAL 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. 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 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 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:381: Note: Borehole dry throughout monitoring period. 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 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. R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:5:Appendix A ………………………………………………………………….. Borehole layout plans RGEN136 and X57642. R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:6:Figure 5 ………………………………………………………………………… Historic Borehole and Trial Pit Location Plan 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, R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:14: Note many of the boreholes are marked as R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:15: Layout of Boreholes and RGEN136 Borehole layout based on R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:15: Key Plan showing X57642 Borehole layout in R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:15: Borehole Locations relation to existing 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 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 R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:17:RGEN136 and X57642. The borehole records are discussed in Section 3.5. R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:18: June 2004 site 10 boreholes 53 Trial 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 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 R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:24:borehole data. As noted in Section 2.6 these records are not complete. 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 R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:25:The EA interactive groundwater map defines Groundwater Source Protection Zones for wells, boreholes 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 R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:35: [S4UL Boreholes, Boreholes Boreholes Boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:36: [S4UL Boreholes, Boreholes Boreholes Boreholes 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 R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:47:borehole cannot be discounted. R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:47: 2No. Rotary corded boreholes services. Breaking out of R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:47: Groundwater monitoring boreholes locations likely R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:47: piezometers within boreholes to be required R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:48: 5No. Rotary corded boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:48: services. Four boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:48: piezometers within boreholes hardstanding’s and R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:48: boreholes locations likely R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:48: 1No. Rotary corded boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:48: piezometers within boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:48: boreholes locations likely R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:48: 1No. Rotary corded boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:48: piezometers within boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:48: boreholes locations likely R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:48: 1No. Rotary corded boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:48: services. One borehole to R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:49: piezometers within boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:49: boreholes locations likely R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:49: 1No. Rotary corded boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:49: piezometers within boreholes hardstanding’s and R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:49: boreholes locations likely R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:49: 5No. Rotary corded boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:49: piezometers within boreholes hardstanding’s and R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:49: boreholes locations likely R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:49: 1No. Rotary corded boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:50: piezometers within boreholes hardstandings and R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:50: boreholes locations likely R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:50: 2No. Rotary corded boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:50: piezometers within boreholes hardstandings and R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:50: boreholes locations likely R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:50: 5No. Rotary corded boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:50: piezometers within boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:50: boreholes locations likely R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:50: 5No. Rotary corded boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:50: piezometers within boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:50: boreholes locations likely R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:51: 7 No. Rotary corded boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:51: piezometers within boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:51: boreholes locations likely R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:51: 8 No. Rotary corded boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:51: piezometers within boreholes R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:51: boreholes locations likely R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:53:Appendix A ‐ Borehole layout plans RGEN136 R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:89: HISTORIC BOREHOLES 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 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 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, R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:15:boreholes. 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 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 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 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 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:62: SYMBOLS FOR BOREHOLES, TRIAL PITS AND R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:65: A BOREHOLE (Enviros 2004) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:65: A BOREHOLE (AEG 2018) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:65: A BOREHOLE (AEG 2021) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:66: A BOREHOLE (Enviros 2004) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:66: S2-TPA48 BOREHOLE (AEG 2018) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:66: S2-TPA49 BOREHOLE (AEG 2021) 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) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:67: A BOREHOLE (AEG 2018) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:67: A BOREHOLE (AEG 2021) R-2021-1048-FFM-Appendix3 - Lackenby Logs.pdf:1:3. TRIAL PIT AND BOREHOLE LOGS, L ACKENBY R-2021-1048-FFM-Appendix1.pdf:5:3. METHODOLOGY FOR SHELL AND AUGER BOREHOLES 11 R-2021-1048-FFM-Appendix1.pdf:7: • Advancing 39No. boreholes to a maximum of 10m at pre-determined locations R-2021-1048-FFM-Appendix1.pdf:10:• The position of trial pits and boreholes will be agreed with site representatives R-2021-1048-FFM-Appendix1.pdf:10:• Where a borehole is incomplete, the rig will be left in a safe condition, fenced R-2021-1048-FFM-Appendix1.pdf:17:3. METHODOLOGY FOR SHELL AND AUGER BOREHOLES R-2021-1048-FFM-Appendix1.pdf:17: Boreholes will be drilled at positions agreed with the Enviros site representative in R-2021-1048-FFM-Appendix1.pdf:17: • The rig will be towed to the site of the borehole, made stable by its stabilising R-2021-1048-FFM-Appendix1.pdf:17: • The borehole will be drilled to the required depth using techniques appropriate R-2021-1048-FFM-Appendix1.pdf:18: proposed to pre-excavate and backfill cleared borehole locations using a R-2021-1048-FFM-Appendix1.pdf:18:• Upon completion, an installation will be made in the boreholes in accordance R-2021-1048-FFM-Appendix1.pdf:18:The ground conditions encountered in the boreholes are to be logged in accordance R-2021-1048-FFM-Appendix1.pdf:19: Generic Risk Assessment for boreholes R-2021-1048-FFM-Appendix1.pdf:19:services explosion/fire identified. If present in the vicinity of the borehole all R-2021-1048-FFM-Appendix1.pdf:20: Generic Risk Assessment for boreholes R-2021-1048-FFM-Appendix1.pdf:24: • Each borehole will be purged by removing three well volumes or until the pH R-2021-1048-FFM-Appendix1.pdf:27: 19 Borehole drilling, Redcar 10 days R-2021-1048-FFM-Appendix1.pdf:27: 24 Borehole drilling, Lackenby 4.5 days R-2021-1048-FFM-Appendix1.pdf:27: 28 Borehole drilling, Cleveland 10 days 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 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; 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 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 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 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 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) 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 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 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 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:34: Borehole 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 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 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 - - R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:149: 16 Boreholes 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 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 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. 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 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:322: Boreholes 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. 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) 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 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 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 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 5×4=20 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 5×4=20 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. 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 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:28:4.3.6.6 Boreholes 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 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 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 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 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 R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:8: SSI1 Area Reference Trial Pits (No.) Boreholes (No.) 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 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 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 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 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, 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 R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:18:boreholes; occurring within Made Ground and underlying superficial deposits. The superficial 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. 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 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, 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. R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:18:Groundwater strikes were also encountered within each of the boreholes; occurring within both 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 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 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 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. 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 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 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 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 R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:34:Boreholes BH26, BH27, BH28 (shallow installation) and BH25 (deeper installation) generally reported R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:35: Borehole Depth of Date Methane % v/v R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:35:boreholes BH21, BH27 and the deeper installation within BH25, with slightly higher peak 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 R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:36: Borehole Depth of Date Carbon dioxide % v/v 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 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 R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:37: Borehole Flow rate Methane Carbon Dioxide Max Max 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 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 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 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 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 R-2021-0878-ESM-Consultee Response -Strategic Conservation Officer.pdf:1:monitoring of deep excavations and piling in any areas indicated by the evaluation of borehole and test pit data to R-2021-0878-ESM-Officer Report 0878.pdf:3:evaluation of relevant borehole and test pit data; ii During remediation R-2021-0878-ESM-Officer Report 0878.pdf:4:evaluation of borehole and test pit data to be of potential archaeological R-2021-0269-CD-Decision Notice.pdf:5: evaluation of relevant borehole and test pit data R-2021-0269-CD-Decision Notice.pdf:5: indicated by the evaluation of borehole and test pit data to be of potential STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf:27: BOREHOLE PRAIRIE_AUK_BH109 STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf:27: BOREHOLE PRAIRIE_AUK_BH109 STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf:27: BOREHOLE STDC_HWY-ATK-HGT-PR-RP-CE-000007_App_D-1.pdf:1: BOREHOLE ROAD CORE 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. 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. Phase II ESA.pdf:6:Draft Trial Pit and Borehole Logs Phase II ESA.pdf:9: 10no. boreholes drilled by a Dando 2000 cable-percussive rig, with target depths of between 10m and Phase II ESA.pdf:9: 20m, or refusal on bedrock, 4no. of these boreholes were advanced 5m into the underlying bedrock. Phase II ESA.pdf:9: Boreholes were advanced through previously excavated trial pits; Phase II ESA.pdf:14:Historical borehole logs from Enviros and others indicate a substantial thickness of Made Ground underlies 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 Phase II ESA.pdf:16:Appendix C and will be presented in the AEG factual report when available, a draft borehole and trial pit Phase II ESA.pdf:16: Encountered in 41 trial pits and 1 boreholes. Generally comprised soft Phase II ESA.pdf:16: boreholes. Phase II ESA.pdf:17: with no Glaciolacustrine Deposits present and in all 9 boreholes which Phase II ESA.pdf:17: Aquifer) three boreholes. 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 Phase II ESA.pdf:19:Mercia Mudstone was identified (borehole Prairie_AUK_BH102 refused in Made Ground), recovered as a weak Phase II ESA.pdf:21: Borehole Aquifer to Groundwater Phase II ESA.pdf:21: Borehole Aquifer to Groundwater Phase II ESA.pdf:33: Based the limited thickness of Glacial Till / Glaciolacustrine Deposits identified in some on-site boreholes Phase II ESA.pdf:49:from trial pits and a ‘pond’ and analysed for a range of contaminants. The boreholes screen subsurface geology Phase II ESA.pdf:49: Borehole Aquifer Phase II ESA.pdf:77:Draft Trial Pit and Borehole Logs Phase II ESA.pdf:462: BOREHOLE RECORD PRELIM3 Phase II ESA.pdf:463: BOREHOLE RECORD PRELIM3 Phase II ESA.pdf:464: BOREHOLE RECORD PRELIM3 Phase II ESA.pdf:465: BOREHOLE RECORD PRELIM3 Phase II ESA.pdf:465: (4) Borehole collapsed back from 8.00-7.20m BGL. Phase II ESA.pdf:466: BOREHOLE RECORD PRELIM3 Phase II ESA.pdf:467: BOREHOLE RECORD PRELIM3 Phase II ESA.pdf:468: BOREHOLE RECORD PRELIM3 Phase II ESA.pdf:469: BOREHOLE RECORD PRELIM3 Phase II ESA.pdf:473: BOREHOLE RECORD PRELIM3 Phase II ESA.pdf:474: BOREHOLE RECORD PRELIM3 Phase II ESA.pdf:475: BOREHOLE RECORD PRELIM3 Phase II ESA.pdf:476: BOREHOLE RECORD PRELIM3 Phase II ESA.pdf:477: BOREHOLE RECORD PRELIM3 Phase II ESA.pdf:478: BOREHOLE RECORD PRELIM3 Phase II ESA.pdf:479: BOREHOLE RECORD PRELIM3 Phase II ESA.pdf:480: BOREHOLE RECORD PRELIM3 Phase II ESA.pdf:484: BOREHOLE RECORD PRELIM3 Phase II ESA.pdf:488: BOREHOLE RECORD PRELIM3 Phase II ESA.pdf:489: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8: Borehole Aquifer Groundwater 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8: Borehole Aquifer Groundwater 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:10: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l) 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:11: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l) 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. 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17: Borehole Aquifer 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:18: Borehole Aquifer 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:33: 3.3 Exploratory Holes: Boreholes ……………………………………………………………………………..6 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:34: Borehole Records 2 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. 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 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:38:3.3 Exploratory Holes: Boreholes 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) 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, 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:38:The Borehole Records are presented as Field Data Enclosure 2. 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 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. 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 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. 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. 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 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:40:depth on the Borehole Records. 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 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). 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:41:on the Borehole and Trial Pit Records. 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 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:45:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS 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 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. 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. 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 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 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: 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:56:Borehole Records 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:Borehole Summary Table 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:58: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:59: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:60: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:61: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:61: (4) Borehole collapsed back from 8.00-7.20m BGL. 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:62: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:63: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:64: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:65: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:69: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:70: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:71: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:72: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:73: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:74: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:75: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:76: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:80: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:84: BOREHOLE RECORD PRELIM3 10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:85: BOREHOLE RECORD PRELIM3 STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:3: 3.3 Exploratory Holes: Boreholes ……………………………………………………………………………..6 STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:4: Borehole Records 2 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. 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 STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:8:3.3 Exploratory Holes: Boreholes 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) 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, 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 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 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. 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 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. 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. 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 STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:10:depth on the Borehole Records. 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 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). STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:11:on the Borehole and Trial Pit Records. 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 STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:15:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS 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 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. 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. 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 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 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: STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:23: BOREHOLE STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:24: PRAIRIE_AUK_TP106 PRAIRIE_AUK_BH104 BOREHOLE STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:25: PRAIRIE_AUK_TP156A PRAIRIE_AUK_TP155 BOREHOLE STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:26:Borehole Records STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:27:Borehole Summary Table STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:27:Any relevant photographs are presented after the applicable Borehole Record STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:28: BOREHOLE RECORD FINAL STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:29: BOREHOLE RECORD FINAL STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:30: BOREHOLE RECORD FINAL STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:31: BOREHOLE RECORD FINAL STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:31: (4) Borehole collapsed back from 8.00-7.20m BGL. STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:32: BOREHOLE RECORD FINAL STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:33: BOREHOLE RECORD FINAL STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:34: BOREHOLE RECORD FINAL STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:35: BOREHOLE RECORD FINAL STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:39: BOREHOLE RECORD FINAL STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:40: BOREHOLE RECORD FINAL STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:41: BOREHOLE RECORD FINAL STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:42: BOREHOLE RECORD FINAL STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:43: BOREHOLE RECORD FINAL STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:44: BOREHOLE RECORD FINAL STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:45: BOREHOLE RECORD FINAL STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:46: BOREHOLE RECORD FINAL STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:50: BOREHOLE RECORD FINAL STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:54: BOREHOLE RECORD FINAL STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:55: BOREHOLE RECORD FINAL 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 STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:15:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS 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 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. 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. 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 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 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: STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:18: 10 No. boreholes to 6.80m and 18.40m bgl, STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:18: 4 No. boreholes to 9.50m and 20.80m bgl, 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 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 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 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 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 10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:15: Mudstone was encountered in boreholes drilled in the northern part of 10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:29: SYMBOLS FOR BOREHOLES, TRIAL PITS AND 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. 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 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 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 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 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:29: SYMBOLS FOR BOREHOLES, TRIAL PITS AND R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000007_App_D-1.pdf:1: BOREHOLE ROAD CORE R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf:27: BOREHOLE PRAIRIE_AUK_BH109 R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf:27: BOREHOLE PRAIRIE_AUK_BH109 R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf:27: BOREHOLE R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8: Borehole Aquifer Groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8: Borehole Aquifer Groundwater 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) 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) 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. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17: Borehole Aquifer R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:18: Borehole Aquifer R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:33: 3.3 Exploratory Holes: Boreholes ……………………………………………………………………………..6 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:34: Borehole Records 2 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. 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 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:38:3.3 Exploratory Holes: Boreholes 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) 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, 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. 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 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. 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 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. 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. 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 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:40:depth on the Borehole Records. 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 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). R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:41:on the Borehole and Trial Pit Records. 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 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 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 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. 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. 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 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 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: R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:56:Borehole Records R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:Borehole Summary Table R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:58: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:59: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:60: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:61: BOREHOLE RECORD PRELIM3 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. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:62: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:63: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:64: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:65: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:69: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:70: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:71: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:72: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:73: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:74: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:75: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:76: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:80: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:84: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:85: BOREHOLE RECORD PRELIM3 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 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 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 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. 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. 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 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 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: 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. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:3: 3.3 Exploratory Holes: Boreholes ……………………………………………………………………………..6 R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:4: Borehole Records 2 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. 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 R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:8:3.3 Exploratory Holes: Boreholes 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) 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, 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 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 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. 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 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. 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. 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 R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:10:depth on the Borehole Records. 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 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). 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. 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 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 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 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. 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. 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 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 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: R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:23: BOREHOLE 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 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 R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:26:Borehole Records R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:27:Borehole Summary Table 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 R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:28: BOREHOLE RECORD FINAL R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:29: BOREHOLE RECORD FINAL R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:30: BOREHOLE RECORD FINAL R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:31: BOREHOLE RECORD FINAL 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. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:32: BOREHOLE RECORD FINAL R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:33: BOREHOLE RECORD FINAL R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:34: BOREHOLE RECORD FINAL R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:35: BOREHOLE RECORD FINAL R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:39: BOREHOLE RECORD FINAL R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:40: BOREHOLE RECORD FINAL R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:41: BOREHOLE RECORD FINAL R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:42: BOREHOLE RECORD FINAL R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:43: BOREHOLE RECORD FINAL R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:44: BOREHOLE RECORD FINAL R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:45: BOREHOLE RECORD FINAL R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:46: BOREHOLE RECORD FINAL R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:50: BOREHOLE RECORD FINAL R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:54: BOREHOLE RECORD FINAL R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:55: BOREHOLE RECORD FINAL R-2021-0100-CD-Phase II ESA.pdf:6:Draft Trial Pit and Borehole Logs 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 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. R-2021-0100-CD-Phase II ESA.pdf:9: Boreholes were advanced through previously excavated trial pits; R-2021-0100-CD-Phase II ESA.pdf:14:Historical borehole logs from Enviros and others indicate a substantial thickness of Made Ground underlies 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 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 R-2021-0100-CD-Phase II ESA.pdf:16: Encountered in 41 trial pits and 1 boreholes. Generally comprised soft R-2021-0100-CD-Phase II ESA.pdf:16: boreholes. R-2021-0100-CD-Phase II ESA.pdf:17: with no Glaciolacustrine Deposits present and in all 9 boreholes which R-2021-0100-CD-Phase II ESA.pdf:17: Aquifer) three boreholes. 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 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 R-2021-0100-CD-Phase II ESA.pdf:21: Borehole Aquifer to Groundwater R-2021-0100-CD-Phase II ESA.pdf:21: Borehole Aquifer to Groundwater R-2021-0100-CD-Phase II ESA.pdf:33: Based the limited thickness of Glacial Till / Glaciolacustrine Deposits identified in some on-site boreholes 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 R-2021-0100-CD-Phase II ESA.pdf:49: Borehole Aquifer R-2021-0100-CD-Phase II ESA.pdf:77:Draft Trial Pit and Borehole Logs R-2021-0100-CD-Phase II ESA.pdf:462: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-Phase II ESA.pdf:463: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-Phase II ESA.pdf:464: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-Phase II ESA.pdf:465: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-Phase II ESA.pdf:465: (4) Borehole collapsed back from 8.00-7.20m BGL. R-2021-0100-CD-Phase II ESA.pdf:466: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-Phase II ESA.pdf:467: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-Phase II ESA.pdf:468: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-Phase II ESA.pdf:469: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-Phase II ESA.pdf:473: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-Phase II ESA.pdf:474: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-Phase II ESA.pdf:475: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-Phase II ESA.pdf:476: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-Phase II ESA.pdf:477: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-Phase II ESA.pdf:478: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-Phase II ESA.pdf:479: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-Phase II ESA.pdf:480: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-Phase II ESA.pdf:484: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-Phase II ESA.pdf:488: BOREHOLE RECORD PRELIM3 R-2021-0100-CD-Phase II ESA.pdf:489: BOREHOLE RECORD PRELIM3 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, 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, 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 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 R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:25: o not within 50m of a spring, well or borehole; 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 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. R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:21:4.3.6.6 Boreholes R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:21:There are existing borehole installations across the site. Where possible boreholes within defined R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:21:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation 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 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:14: CLAY Undifferentiated Boreholes AS8 and 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 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. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:26: 11 boreholes to up to 10m. 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 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 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 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. 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. 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:30: typically BGS Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:30: firebricks, BGS Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:30: Mudstone proven Boreholes R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:30: black 12m BGS borehole Aquifer narrow band R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:30: sandstones Borehole 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:30: subordinate not proven Borehole 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). 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; R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:42: 15 window sample boreholes; 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 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 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 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 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: R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:46: Borehole 26/R 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:46: partings of sand. in Borehole 26/O. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:46: many boreholes 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 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. 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:58: typically BGS Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:58: firebricks, BGS Borehole 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:59: sand layers BGS borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:59: lacustrine clayey BGS borehole Strata 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:77: in one borehole location. 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 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 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. 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 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:130:Trial Pit and Borehole Logs 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 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:133:Final Borehole logs). 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: 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:135: Borehole Slag fill to 0.9m 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 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 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. 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 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” 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 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 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. . R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:154: -T22 D-B Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:185:Trial Pit and Borehole Logs R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:186: BOREHOLE RECORD FINAL 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:187: BOREHOLE RECORD FINAL 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. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:188: BOREHOLE RECORD FINAL 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. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:189: BOREHOLE RECORD FINAL 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. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:190: BOREHOLE RECORD FINAL R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:191: BOREHOLE RECORD FINAL R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:192: BOREHOLE RECORD FINAL 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. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:193: BOREHOLE RECORD FINAL R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:194: BOREHOLE RECORD FINAL 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. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:272: CLE3/8 Landfill Boreholes, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:273:LANDFILL BOREHOLES 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:276:3.1 Borehole Formation ……………………………………………………………………………………………………………… 5 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:277:Site Layout and Borehole Location Plan 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 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 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 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 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 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 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 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:280:replacement boreholes are presented as Figure 2. 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:282:3.1 Borehole Formation 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 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. 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 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 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 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 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 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. 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 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. 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:285: SYMBOLS FOR BOREHOLES, TRIAL PITS AND 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:286:Site Layout and Borehole Location Plan 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 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:291: BOREHOLE RECORD PRELIM1 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:292: BOREHOLE RECORD PRELIM1 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:293: BOREHOLE RECORD PRELIM1 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:293: Borehole complete at 20.00m BGL. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:294: BOREHOLE RECORD PRELIM1 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:295: BOREHOLE RECORD PRELIM1 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:295: Borehole complete at 9.00m BGL R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:296: BOREHOLE RECORD PRELIM1 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:297: BOREHOLE RECORD PRELIM1 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:297: Borehole complete at 11.00m BGL. 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:318:Plate 01 – Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:319:borehole progression. 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:337: on boreholes drilled by R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:338: location of Boreholes 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:346: Tees. Borehole sunk off‐ co‐ordinates have been 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:356: Borehole reference Strike Rise Geology R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:356: Borehole depth Water depth mbgl R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:356: BGS boreholes R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:357: Borehole reference Strike Rise Geology R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:357: Borehole depth Water depth mbgl R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:358: Borehole reference Strike Rise Geology R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:358: Borehole depth Water depth mbgl 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. 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 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 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 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 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 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, 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 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:423: within boreholes Installations to monitor and sample R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:423: 3No. Rotary corded boreholes within railway sidings 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:423: within boreholes groundwater and establish whether potential 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 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, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: within boreholes chimneys and stockpile area and for 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: within boreholes 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: within boreholes R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: Boreholes to determine thickness of Made 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. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: geotechnical testing. Boreholes to determine thickness of Made R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: within boreholes superficials. Gas monitoring and groundwater 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:425: within boreholes investigation. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:425: Boreholes to determine thickness of Made 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 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 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. 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 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. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:426: Boreholes to determine thickness of Made 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:426: Boreholes to prove the thickness of Made R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:426: 3No. rotary cored boreholes with cable 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:426: intervals Boreholes to prove the thickness of Made 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 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 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 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:477: HISTORIC BOREHOLES 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 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 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 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 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 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 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 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 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. 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 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 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 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 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 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 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 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 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 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 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 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 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. 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 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 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- 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 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 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 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 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) 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 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 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 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 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 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 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 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 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 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 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, 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 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. 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 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 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, 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 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. 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- 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 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 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 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 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 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:504: @ BOREHOLES R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:505: @ BOREHOLES R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:506:Appendix B2 Borehole Logs R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:508: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:509: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:510: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:511: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:512: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:513: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:514: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:515: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:516: Appendix B2 Borehole Logs R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:517: BOREHOLE LOG R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:517: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:518: BOREHOLE LOG R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:518: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:519: BOREHOLE LOG R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:519: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:520: BOREHOLE LOG R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:520: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:521: BOREHOLE LOG R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:521: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:522: BOREHOLE LOG R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:522: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:523: BOREHOLE LOG R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:523: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:524: BOREHOLE LOG R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:524: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:525: BOREHOLE LOG R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:525: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:526: BOREHOLE LOG R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:526: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:527: BOREHOLE LOG R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:527: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:528: BOREHOLE LOG R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:528: Project Business Division BOREHOLE No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:529:Appendix C2 Rotary Boreholes R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:529:Appendix C3 Sonic Boreholes R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:536: Appendix C2 Rotary Boreholes R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:540: Appendix C3 Sonic Boreholes 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:590:1. Is the borehole still accessible for monitoring? 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? 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 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 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 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. 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. 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 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:601:excavated at each borehole location. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:602:Boreholes will provide: 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 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 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 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 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 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 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 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 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. 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:605:collected from each borehole. 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:623:B2 Cable Percussive Boreholes 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 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 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 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 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 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:628: borehole, and dismantling on completion 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 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 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. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:628: • accurately logging the samples recovered from the borehole. 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. 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 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:637: 2.6 Summary of Excavations and Boreholes 8 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:639:2. Trial Pit and Borehole Logs, Redcar R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:639:3. Trial Pit and Borehole Logs, Lackenby R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:639:4. Trial Pit and Borehole Logs, Cleveland 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 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 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) 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. 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:643: 2.2.6 Borehole Drilling 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:644: through Made Ground at the borehole drilling locations. 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 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 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 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 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 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 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 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 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 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. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:646: boreholes and trial pits proposed in the scope. 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:647: 2.6 Summary of Excavations and Boreholes 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. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:647: Site Area Operations No. Boreholes 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 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 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 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 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 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 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. 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 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 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. 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 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 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:689: • Advancing three groundwater monitoring boreholes (17AB3, 17BB1, 17CB2) 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:698: Borehole Borehole 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 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 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 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; 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. 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 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 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. 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 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 . 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 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 . 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:719: Groundwater Borehole Borehole 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; 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. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:723: sandstone toward the base of boreholes; 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 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. 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:735: boreholes. 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 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 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. 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 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 . 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 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. 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:770: Groundwater Borehole Borehole 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; 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. 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:788: Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:790: Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:792: -T22 D-B Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:794: Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:796: Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:798: -T22 Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:800: Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:802: Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:804: B Se SO Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:810: boreholes, with subsequent conversion to groundwater monitoring wells; 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. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:810: Site Area Operations No. Boreholes 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 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 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:827: within several monitoring boreholes on the Redcar site. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:835: Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:837: Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:841: Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:843: Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:847: -T22 Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:849: B Se SO Borehole 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. 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 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 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 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 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 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 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. 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 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:891:Figure 7 : Borehole Locations and Groundwater Contours, Cleveland 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 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 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 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 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 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 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 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895:Figure 5 : Borehole Locations and Groundwater Contours, Lackenby 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., 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 R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:19: Advancement of 6 boreholes to depths of 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 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 R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:20: Drilling of 3 no. boreholes using Cable-Percussive R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:20: 6 no cable percussion boreholes to maximum R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:20: depth of 17.00m (note 5 of 6 boreholes 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 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 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 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 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 R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:7:4.2 Foundation and Borehole Constraints 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 R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:7: of the foundation/borehole will be required before acceptance is given. 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 R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf:3:© Site investigation information (especially borehole data and cores) should be archaeologically 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 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 R-2020-0357-OOM-Decision Notice.pdf:5: evaluation of relevant borehole and test pit data R-2020-0357-OOM-Decision Notice.pdf:5: indicated by the evaluation of borehole and test pit data to be of potential R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf:22: Replacement CLE3/8 Landfill Boreholes, CQA R-2020-0357-OOM-Officer report.pdf:26:evaluation of relevant borehole and test pit data R-2020-0357-OOM-Officer report.pdf:26:indicated by the evaluation of borehole and test pit data to be of potential R-2020-0357-OOM-Officer report.pdf:73:Landfill Boreholes, CQA Validation Report, prepared by Arcadis for South R-2020-0357-OOM-Officer report.pdf:114: evaluation of relevant borehole and test pit data R-2020-0357-OOM-Officer report.pdf:114: indicated by the evaluation of borehole and test pit data to be of potential 2019s0951 - Energy Recovery Facility Environmental Statement.pdf:130: glaciolacustrine deposits of clay and silt. Borehole records from the BGS online mapping 2019s0951 - Energy Recovery Facility Environmental Statement.pdf:130: of the iron and steel making industry along the Tees corridor. The nearest borehole 2019s0951 - Energy Recovery Facility Environmental Statement.pdf:132: abstraction boreholes that are used for public water supply (see below), to help monitor 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. 2019s0951 - Energy Recovery Facility Environmental Statement.pdf:168: • Online map resource for geology and borehole information provided by the British 2019s0951 - Energy Recovery Facility Environmental Statement.pdf:171: The topographic information from boreholes suggest that the northern boundary of the 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 Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf:4:borehole data, together with an initial survey (drawn and photographed) of all upstanding Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf:4:remains of high significance suggested by the borehole/trenching data, or observed during Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf:5: - Before remediation or development commences, archaeological evaluation of borehole and trenching 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 Appendix B Scoping Letter Request.pdf:5: investigation and borehole log data; Decision Notice_R20190767OOM(4).pdf:3: evaluation of borehole and trenching data Decision Notice_R20190767OOM(4).pdf:3: remains of high significance suggested by the borehole/trenching data, Chapter 10 Desk Based Assessment.pdf:4:Appendix 5: Table of Borehole Logs from British Geological Survey (see Chapter 10 Desk Based Assessment.pdf:4:Appendix 6: Table of Entec 2011 Borehole Summaries Chapter 10 Desk Based Assessment.pdf:5:Figure 4: Borehole locations Chapter 10 Desk Based Assessment.pdf:7: boreholes that South Tees Development Corporation is proposing to better Chapter 10 Desk Based Assessment.pdf:8:onwards (Figures 5 - 9). Borehole logs for the surrounding area indicate at least 1 Chapter 10 Desk Based Assessment.pdf:10:The topographic information from boreholes suggest that the northern boundary of Chapter 10 Desk Based Assessment.pdf:17: boreholes that South Tees Development Corporation is proposing to better Chapter 10 Desk Based Assessment.pdf:19: - Online map resource for Geology and borehole information provided by the Chapter 10 Desk Based Assessment.pdf:24:Appendix 5: Table of Borehole Logs from British Geological Survey (see Chapter 10 Desk Based Assessment.pdf:24: Borehole Colour Deposit Meters Chapter 10 Desk Based Assessment.pdf:25: Borehole Colour Deposit Meters Chapter 10 Desk Based Assessment.pdf:25:https://www.bgs.ac.uk/data/boreholescans/home.html Chapter 10 Desk Based Assessment.pdf:26:Appendix 6: Table of Entec 2011 Borehole Summaries Chapter 10 Desk Based Assessment.pdf:26: Borehole Surface level Depth to Silt Depth to Depth to clay Depth to Chapter 10 Desk Based Assessment.pdf:33:Figure 4: Borehole Locations officer report.pdf:18:and boreholes that South Tees Development Corporation is proposing to officer report.pdf:19:archaeological evaluation of trenching and borehole data, together with an officer report.pdf:19:by the borehole/trenching data, or observed during the initial survey, to be the officer report.pdf:19: evaluation of borehole and trenching data officer report.pdf:19: significance suggested by the borehole/trenching data, or observed during officer report.pdf:79: evaluation of borehole and trenching data officer report.pdf:79: remains of high significance suggested by the borehole/trenching 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 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 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 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. R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:168: • Online map resource for geology and borehole information provided by the British R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:171: The topographic information from boreholes suggest that the northern boundary of the R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:4:Appendix 5: Table of Borehole Logs from British Geological Survey (see R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:4:Appendix 6: Table of Entec 2011 Borehole Summaries R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:5:Figure 4: Borehole locations R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:7: boreholes that South Tees Development Corporation is proposing to better 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 R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:10:The topographic information from boreholes suggest that the northern boundary of R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:17: boreholes that South Tees Development Corporation is proposing to better R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:19: - Online map resource for Geology and borehole information provided by the R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:24:Appendix 5: Table of Borehole Logs from British Geological Survey (see R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:24: Borehole Colour Deposit Meters R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:25: Borehole Colour Deposit Meters R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:25:https://www.bgs.ac.uk/data/boreholescans/home.html R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:26:Appendix 6: Table of Entec 2011 Borehole Summaries R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:26: Borehole Surface level Depth to Silt Depth to Depth to clay Depth to R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:33:Figure 4: Borehole Locations 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 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 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 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 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 R-2019-0767-OOM-officer report.pdf:18:and boreholes that South Tees Development Corporation is proposing to R-2019-0767-OOM-officer report.pdf:19:archaeological evaluation of trenching and borehole data, together with an R-2019-0767-OOM-officer report.pdf:19:by the borehole/trenching data, or observed during the initial survey, to be the R-2019-0767-OOM-officer report.pdf:19: evaluation of borehole and trenching data R-2019-0767-OOM-officer report.pdf:19: significance suggested by the borehole/trenching data, or observed during R-2019-0767-OOM-officer report.pdf:79: evaluation of borehole and trenching data R-2019-0767-OOM-officer report.pdf:79: remains of high significance suggested by the borehole/trenching R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf:3: evaluation of borehole and trenching data R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf:3: remains of high significance suggested by the borehole/trenching data, R-2019-0767-OOM-Appendix B Scoping Letter Request.pdf:5: investigation and borehole log data; R-2021-0831-CD-DECISION NOTICE 0357.pdf:5: evaluation of relevant borehole and test pit data R-2021-0831-CD-DECISION NOTICE 0357.pdf:5: indicated by the evaluation of borehole and test pit data to be of potential 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. 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 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 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 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. 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. 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 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 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: 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. 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 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 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 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. 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. 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 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 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: 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 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. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:27:7.3.4.5 Boreholes 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 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 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 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. 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. 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 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 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 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 R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:13: Borehole Aquifer R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:14: Borehole Aquifer R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:15: Borehole Aquifer 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 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 R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:31: Borehole Aquifer R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:8: 2.6 Summary of Excavations and Boreholes 8 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:10:2. Trial Pit and Borehole Logs, Redcar R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:10:3. Trial Pit and Borehole Logs, Lackenby R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:10:4. Trial Pit and Borehole Logs, Cleveland 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 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 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) 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. 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 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 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:14: 2.2.6 Borehole Drilling 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 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 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:15: through Made Ground at the borehole drilling locations. 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 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 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 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 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 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 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 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 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 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. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:17: boreholes and trial pits proposed in the scope. 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 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:18: 2.6 Summary of Excavations and Boreholes 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. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:18: Site Area Operations No. Boreholes 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 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 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 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 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 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 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. 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 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 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. 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 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 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 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 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:60: • Advancing three groundwater monitoring boreholes (17AB3, 17BB1, 17CB2) 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 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:69: Borehole Borehole 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 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 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 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; 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. 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 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 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. 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 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 . 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 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 . 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 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: Groundwater Borehole Borehole 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; 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. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:94: sandstone toward the base of boreholes; 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 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. 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 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:106: boreholes. 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 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 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. 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 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 . 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 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. 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 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 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:141: Groundwater Borehole Borehole 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; 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. 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 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:159: Borehole R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:161: Borehole R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:163: -T22 D-B Borehole R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:165: Borehole R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:167: Borehole R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:169: -T22 Borehole R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:171: Borehole R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:173: Borehole R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:175: B Se SO Borehole R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:182: boreholes, with subsequent conversion to groundwater monitoring wells; 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. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:182: Site Area Operations No. Boreholes 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 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 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 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 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:199: within several monitoring boreholes on the Redcar site. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:207: Borehole R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:209: Borehole R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:213: Borehole R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:215: Borehole R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:219: -T22 Borehole R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:221: B Se SO Borehole 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. 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 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 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 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 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 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 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. 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 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 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 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:264:Figure 7 : Borehole Locations and Groundwater Contours, Cleveland 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 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 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 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 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 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 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 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268:Figure 5 : Borehole Locations and Groundwater Contours, Lackenby R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:296: 3.4 Exploratory Holes: Boreholes ……………………………………………………………………………. 7 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:296: Table 3: Borehole Summary ……………………………………………………………………………… 8 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:297: Borehole Records 2 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 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 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. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:302:3.4 Exploratory Holes: Boreholes 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) 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 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 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 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:303:Table 3: Borehole Summary 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 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. 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. 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 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 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 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 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. 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 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. 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 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). R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:306:Borehole and Trial Pit Records. 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 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 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 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. 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. 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 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 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: R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:321:Borehole Records R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:322: BOREHOLE RECORD FINAL 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. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:323: BOREHOLE RECORD FINAL R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:323: Borehole complete at 7.30m BGL. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:324: BOREHOLE RECORD FINAL R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:325: BOREHOLE RECORD FINAL R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:329: Borehole complete at 37.20m BGL. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:335: BOREHOLE RECORD FINAL R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:336: BOREHOLE RECORD FINAL R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:337: BOREHOLE RECORD FINAL R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:338: BOREHOLE RECORD FINAL R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:338: Borehole complete at 10.30m BGL. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:339: BOREHOLE RECORD FINAL R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:340: BOREHOLE RECORD FINAL R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:340: Borehole complete at 10.00m BGL. 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 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 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 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 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 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- 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 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 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 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 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 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 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 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 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 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 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. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1442: Borehole Flow rate (l/h) <0.1 - 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.
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
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
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
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
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
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,
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
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
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
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
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
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1499: Area B Area B boreholes.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1500: Glaciolacustrine Deposits were only recorded in boreholes. Where
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
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1500: 10.3 Area some boreholes.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1500: (Undifferentiated) B B in one borehole only.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1500: B B borehole only.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1505: Borehole Aquifer to Groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506: Borehole Aquifer to Groundwater
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
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
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
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
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
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1563:Groundwater Summary – Reproduced from AEG borehole logs
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1567: etc. buried alongside Made Ground borehole Logs
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
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
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
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
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
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
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
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
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
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
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
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
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1671: CLAY Undifferentiated Boreholes AS8 and
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
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.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1683: 11 boreholes to up to 10m.
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
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
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
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.
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.
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
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1687: typically BGS Borehole
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1687: firebricks, BGS Borehole
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1687: Mudstone proven Boreholes
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1687: black 12m BGS borehole Aquifer narrow band
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1687: sandstones Borehole
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
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1687: subordinate not proven Borehole
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).
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;
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1699: 15 window sample boreholes;
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
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
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
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
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:
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1703: Borehole 26/R
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
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1703: partings of sand. in Borehole 26/O.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1703: many boreholes
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
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.
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
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1715: typically BGS Borehole
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1715: firebricks, BGS Borehole
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
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1716: sand layers BGS borehole
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1716: lacustrine clayey BGS borehole Strata
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
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1734: in one borehole location.
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
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
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.
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
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
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
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
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1893:123 16.1 BGS Boreholes 10 5 30 - -
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:2010: 16 Boreholes
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:2010:16.1 BGS Boreholes
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
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.
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
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
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:48: monitoring was undertaken in four boreholes across the site. Concentrations of carbon dioxide
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:28: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:29: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:30: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:31: SYMBOLSFOR BOREHOLES,TRI ALPI
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
R-2022-0145-CD-61586 Covering Letter.pdf:1: - Before development commences, archaeological evaluation of relevant borehole and vibrocore data -
R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf:3: − Before development commences, archaeological evaluation of relevant borehole and
R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf:4: a) Evaluation of borehole and vibrocore data
R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf:4: riverside area, including both potential prehistoric activity that might be evidenced in boreholes
R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf:5: borehole data will be reviewed by an archaeologist with experience of geoarchaeology.
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
R-2022-0145-CD-Decision Notice(1).pdf:2: borehole and vibrocore data
R-2022-0145-CD-Officer report.pdf:1: borehole and vibrocore data
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
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
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.
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:25:4.3.6.6 Boreholes
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
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
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
R-2022-0355-FFM-ARCHAEOLOGIST.pdf:4: relevant borehole and test pit data
R-2022-0355-FFM-ARCHAEOLOGIST.pdf:4: evaluation of borehole and test pit data to be of potential archaeological interest
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
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
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.
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:21:4.3.6.6 Boreholes
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:21:There are existing borehole installations across the site. Where possible boreholes within defined
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:21:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation
R-2021-0439-CD-R 2020 0357 OOM Decision Notice.pdf:5: evaluation of relevant borehole and test pit data
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
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.
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:26:4.3.8.7 Boreholes
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
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
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
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
R-2021-0943-CD-DECISION NOTICE.pdf:3: relevant borehole and vibrocore data
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,
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
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:57: • Within 50M of a spring, well or borehole
R-2022-0411-CD-R 2020 0357 OOM Decision Notice.pdf:5: evaluation of relevant borehole and test pit data
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
R-2021-1077-CD-R 2020 0357 OOM Decision Notice.pdf:5: evaluation of relevant borehole and test pit data
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
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
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
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
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
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:29: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2020-0318-FFM-Decision Notice.pdf:3: evaluation of borehole and trenching data
R-2020-0318-FFM-Decision Notice.pdf:3: high significance suggested by the borehole/trenching data, or observed
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8: Borehole Aquifer Groundwater
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8: Borehole Aquifer Groundwater
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)
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)
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.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17: Borehole Aquifer
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:18: Borehole Aquifer
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:33: 3.3 Exploratory Holes: Boreholes ……………………………………………………………………………..6
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:34: Borehole Records 2
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.
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
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:38:3.3 Exploratory Holes: Boreholes
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)
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,
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.
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
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.
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
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.
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.
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
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:40:depth on the Borehole Records.
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
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).
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:41:on the Borehole and Trial Pit Records.
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
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
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
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.
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.
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
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
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:
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:56:Borehole Records
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:Borehole Summary Table
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:58: BOREHOLE RECORD PRELIM3
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:59: BOREHOLE RECORD PRELIM3
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:60: BOREHOLE RECORD PRELIM3
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:61: BOREHOLE RECORD PRELIM3
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.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:62: BOREHOLE RECORD PRELIM3
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:63: BOREHOLE RECORD PRELIM3
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:64: BOREHOLE RECORD PRELIM3
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:65: BOREHOLE RECORD PRELIM3
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:69: BOREHOLE RECORD PRELIM3
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:70: BOREHOLE RECORD PRELIM3
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:71: BOREHOLE RECORD PRELIM3
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:72: BOREHOLE RECORD PRELIM3
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:73: BOREHOLE RECORD PRELIM3
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:74: BOREHOLE RECORD PRELIM3
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:75: BOREHOLE RECORD PRELIM3
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:76: BOREHOLE RECORD PRELIM3
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:80: BOREHOLE RECORD PRELIM3
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:84: BOREHOLE RECORD PRELIM3
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:85: BOREHOLE RECORD PRELIM3
R-2020-0318-FFM-officer report.pdf:6:of borehole and trenching data
R-2020-0318-FFM-officer report.pdf:6:suggested by the borehole/trenching data, or observed during the initial
R-2020-0318-FFM-officer report.pdf:25: evaluation of borehole and trenching data
R-2020-0318-FFM-officer report.pdf:25: remains of high significance suggested by the borehole/trenching data,
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
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
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
R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf:3: borehole and trenching data
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
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
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
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
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
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
R-2021-0924-CD-Decision Notice 0357.pdf:5: evaluation of relevant borehole and test pit data
R-2021-0924-CD-Decision Notice 0357.pdf:5: indicated by the evaluation of borehole and test pit data to be of potential
R-2021-0729-CD-Decision Notice.pdf:5: evaluation of relevant borehole and test pit data
R-2021-0729-CD-Decision Notice.pdf:5: indicated by the evaluation of borehole and test pit data to be of potential
R-2021-0905-CD-Decision Notice.pdf:5: evaluation of relevant borehole and test pit data
R-2021-0905-CD-Decision Notice.pdf:5: indicated by the evaluation of borehole and test pit data to be of potential
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;
R-2020-0799-CD-Decision Notice R 2020 0318.pdf:3: evaluation of borehole and trenching data
R-2020-0799-CD-Decision Notice R 2020 0318.pdf:3: high significance suggested by the borehole/trenching data, or observed
R-2022-0746-CD-Decision Notice (4).pdf:5: evaluation of relevant borehole and test pit data
R-2022-0746-CD-Decision Notice (4).pdf:5: indicated by the evaluation of borehole and test pit data to be of potential
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.
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
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
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
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
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
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
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;
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,
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;
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;
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).
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
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
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
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.
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.
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
R-2022-0096-CD-Decision Notice.pdf:5: evaluation of relevant borehole and test pit data
R-2022-0096-CD-Decision Notice.pdf:5: indicated by the evaluation of borehole and test pit data to be of potential
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
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
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;
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,
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;
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;
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).
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
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
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
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:16: Mercia glauconite, recorded in 27 boreholes.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:16: sandstone and siltstone at depth within some boreholes.
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
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
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
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
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:46: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:47: A SYMBOLS FOR BOREHOLES, TRIAL PITS AND
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
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:49: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:50: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:51: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
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
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:53: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:54: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:55: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
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
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:57: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:58: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:59: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:60: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:61: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:62: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:63: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:64: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:65: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND
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
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
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:68: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:69: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:70: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:71: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:72: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:73: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:74: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:75: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:76: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:77: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:78: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
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
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
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:8: Table 3: Borehole Summary ……………………………………………………………………………….6
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:9: Borehole Records 2
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
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:13:3.3 Exploratory Holes: Boreholes
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)
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
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
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
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:13:Table 3: Borehole Summary
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
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
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.
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
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
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
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
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
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.
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
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.
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
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).
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
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
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
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
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.
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.
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
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
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:
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:30:Borehole Records
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:31: BOREHOLE RECORD PRELIM3
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:32: BOREHOLE RECORD PRELIM3
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:38: BOREHOLE RECORD PRELIM3
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
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
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
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
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
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
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
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
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
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
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:10: Borehole Screened Aquifer
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:11: Borehole Screened Aquifer
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:
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:23: Borehole Aquifer
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
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
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
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
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.
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:21:4.3.6.6 Boreholes
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:21:There are existing borehole installations across the site. Where possible boreholes within defined
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:21:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation
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
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
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
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
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
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
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
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.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:32: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:34: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:35: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:36: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:37: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:38: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:39: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:40: 2.7 SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:41: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:42: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:43: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:44: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:45: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:46: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:47: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:48: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:49: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:50: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:51: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:52: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:53: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:54: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:55: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:56: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:57: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:58: TP126 TP128 SYMBOLS FOR BOREHOLES, TRIAL PITS AND
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
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
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;
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,
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;
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
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
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).
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
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
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
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:16: Mercia glauconite, recorded in 27 boreholes.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:16: sandstone and siltstone at depth within some boreholes.
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
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
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
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
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:43: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:44: A SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:45: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:46: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:47: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:48: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:49: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:50: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:51: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:52: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND
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
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
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:55: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
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
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:57: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:58: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
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
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:60: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:61: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:62: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:63: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:64: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND
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
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
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
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
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
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
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
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
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
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
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-
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
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
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
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
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
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
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
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
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
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
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:258:Table 3-1: Historical BGS borehole records
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:258: Borehole Depth (m bgl) Description
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:259: Borehole Depth (m bgl) Description
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:259:3.1.2 Previous ground investigations boreholes
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
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
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.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:259: Borehole Depth (m bgl) Description
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)
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
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
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
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
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
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
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
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
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
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
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
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
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
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-
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
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
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:101: BOREHOLE LOG
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:101: Project Business Division BOREHOLE No
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:102: BOREHOLE LOG
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:102: Project Business Division BOREHOLE No
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:103: BOREHOLE LOG
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:103: Project Business Division BOREHOLE No
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:104: BOREHOLE LOG
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:104: Project Business Division BOREHOLE No
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:108: -T22 D-B Borehole
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:109: @ BOREHOLES
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
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
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
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
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
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
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
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
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)
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
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
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
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
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
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
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
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
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
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
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-
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
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
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
R-2020-0371-SCP-NEAR.pdf:1:review of vibrocore / borehole logs will inform the assessment.
R-2020-0371-SCP-NEAR.pdf:1:Archaeological review of borehole logs is welcome, as part of the heritage assessment. (This is
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
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
R-2020-0684-ESM-DECISION NOTICE.pdf:3: relevant borehole and vibrocore data
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
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
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
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
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
R-2020-0684-ESM-Officer Report 0684.pdf:12:borehole and vibrocore data
R-2020-0684-ESM-Officer Report 0684.pdf:76:groundwater. The ES states: borehole records indicate that groundwater
R-2020-0684-ESM-Officer Report 0684.pdf:99: borehole and vibrocore data
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
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
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
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
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
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
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
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
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)
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
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
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
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
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
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
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
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
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
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
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
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:12: Borehole Depth (m bgl) Description
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:13: Borehole Depth (m bgl) Description
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
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
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
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.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:13: Borehole Depth (m bgl) Description
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)
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
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
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
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
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
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
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:707: BOREHOLE LOG
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:707: Project Business Division BOREHOLE No
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:708: BOREHOLE LOG
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:708: Project Business Division BOREHOLE No
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:709: BOREHOLE LOG
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:709: Project Business Division BOREHOLE No
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:710: BOREHOLE LOG
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:710: Project Business Division BOREHOLE No
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:714: -T22 D-B Borehole
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:715: @ BOREHOLES
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
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
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
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
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
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-
R-2021-0268-CD-Decision Notice.pdf:5: evaluation of relevant borehole and test pit data
R-2021-0268-CD-Decision Notice.pdf:5: indicated by the evaluation of borehole and test pit data to be of potential
R-2022-0526-CD-R 2020 0357 OOM Decision Notice.pdf:5: evaluation of relevant borehole and test pit data
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
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
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;
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:17:4.1.2 Borehole Records
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:18:Table 5 – BGS Borehole Archive
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
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)
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
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
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
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:45: Borehole
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:45: Warrenby Hist Boreholes
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
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 - -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:167: 16 Boreholes
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:167:16.1 BGS Boreholes
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
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.
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
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:340: Boreholes
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.
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)
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
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
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
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 5×4=20
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 5×4=20
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
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;
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
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
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
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
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)
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
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
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
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:34: Borehole
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
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
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 - -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:149: 16 Boreholes
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
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
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.
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
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:322: Boreholes
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.
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)
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
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
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
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 5×4=20
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 5×4=20
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;
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
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
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,
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
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
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:19:boreholes.
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
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
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
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
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:83: SYMBOLS FOR BOREHOLES, TRIAL PITS AND
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:86: A BOREHOLE (Enviros 2004)
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:86: A BOREHOLE (AEG 2018)
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:86: A BOREHOLE (AEG 2021)
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:87: A BOREHOLE (Enviros 2004)
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:87: S2-TPA48 BOREHOLE (AEG 2018)
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:87: S2-TPA49 BOREHOLE (AEG 2021)
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)
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:88: A BOREHOLE (AEG 2018)
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:88: A BOREHOLE (AEG 2021)
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:90: A BOREHOLE LOCATION
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:91: A BOREHOLE LOCATION
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:92: A BOREHOLE LOCATION
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:93: A BOREHOLE LOCATION
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:94: A BOREHOLE LOCATION
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:95: A BOREHOLE LOCATION
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:96: A BOREHOLE LOCATION
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:97: A BOREHOLE LOCATION
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:98: A BOREHOLE LOCATION
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:99: A BOREHOLE LOCATION
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:100: A BOREHOLE LOCATION
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:101: A BOREHOLE LOCATION
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:111: Borehole
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:112:2. TRIAL PIT AND BOREHOLE LOGS, R EDCAR
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:144: Borehole
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
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,
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:328: BOREHOLE RECORD FINAL
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:329: BOREHOLE RECORD FINAL
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:329: Borehole complete at 15.00m BGL.
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:330: BOREHOLE RECORD FINAL
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:331: BOREHOLE RECORD FINAL
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:331: (2) Borehole advanced through trial pit previously
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:332: BOREHOLE RECORD FINAL
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.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:332: (2) Borehole advanced through trial pit previously
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:333: BOREHOLE RECORD FINAL
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:334: BOREHOLE RECORD FINAL
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:335: BOREHOLE RECORD FINAL
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:335: (2) Borehole advanced through trial pit previously
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:337: (2) Borehole advanced through trial pit previously
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:338: (2) Borehole advanced through trial pit previously
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:340: Borehole complete at 39.80m BGL.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:340: (2) Borehole advanced through trial pit previously
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:344: BOREHOLE RECORD FINAL
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.
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:345: BOREHOLE RECORD FINAL
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:346: BOREHOLE RECORD FINAL
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:346: Borehole complete at 15.00m BGL.
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:347: BOREHOLE RECORD FINAL
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:348: BOREHOLE RECORD FINAL
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:348: (2) Borehole advanced through trial pit previously
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:349: BOREHOLE RECORD FINAL
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:349: Borehole complete at 18.45m BGL.
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:350: BOREHOLE RECORD FINAL
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.
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:351: BOREHOLE RECORD FINAL
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:352: BOREHOLE RECORD FINAL
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.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:352: (2) Borehole advanced through trial pit previously
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:353: BOREHOLE RECORD FINAL
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:354: BOREHOLE RECORD FINAL
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:354: Borehole complete at 15.50m BGL.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:354: (2) Borehole advanced through trial pit previously
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:355: BOREHOLE RECORD FINAL
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
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.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:356: BOREHOLE RECORD FINAL
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:356: (2) Borehole advanced through trial pit previously
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.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:357: BOREHOLE RECORD FINAL
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.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:357: (2) Borehole advanced through trial pit previously
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.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:358: BOREHOLE RECORD FINAL
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:359: BOREHOLE RECORD FINAL
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:360: BOREHOLE RECORD FINAL
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:360: (2) Borehole advanced through trial pit previously
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:362: (2) Borehole advanced through trial pit previously
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:364: (2) Borehole advanced through trial pit previously
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:366: Borehole complete at 40.80m BGL.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:366: (2) Borehole advanced through trial pit previously
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:371: BOREHOLE RECORD FINAL
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.
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:372: BOREHOLE RECORD FINAL
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.
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:373: BOREHOLE RECORD FINAL
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:374: BOREHOLE RECORD FINAL
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:375: BOREHOLE RECORD FINAL
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:376: BOREHOLE RECORD FINAL
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
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:378: (2) Borehole advanced through trial pit previously
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:380: Borehole complete at 40.00m BGL.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:380: (2) Borehole advanced through trial pit previously
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:383: BOREHOLE RECORD FINAL
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:384: BOREHOLE RECORD FINAL
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.
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:385: BOREHOLE RECORD FINAL
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:386: BOREHOLE RECORD FINAL
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:387: BOREHOLE RECORD FINAL
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.
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
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
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:392: Note: Borehole dry throughout monitoring period.
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
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.
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.
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
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:29:4.3.6.6 Boreholes
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
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
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
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
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.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:25: 11 boreholes to up to 10m.
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
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
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
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.
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.
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
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:30: typically BGS Borehole
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:30: firebricks, BGS Borehole
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:31: black 12m BGS borehole Aquifer narrow band
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:31: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer
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).
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;
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:44: 15 window sample boreholes;
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
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
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
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,
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
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:49: Borehole 26/R
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
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:49: partings of sand. in Borehole 26/O.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:49: many boreholes
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
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:63: typically BGS Borehole
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:63: firebricks, BGS Borehole
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
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:64: sand layers BGS borehole
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:64: lacustrine clayey BGS borehole Strata
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
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:83: one borehole location.
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
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
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.
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
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
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
R-2022-0343-ESM-ARCHAEOLOGIST.pdf:4: relevant borehole and test pit data
R-2022-0343-ESM-ARCHAEOLOGIST.pdf:4: evaluation of borehole and test pit data to be of potential archaeological interest
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
R-2020-0411-FFM-Decision 0411.pdf:4:6. No development shall take place until all borehole logs and trial pit data
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
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
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
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,
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
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:10: Table 9.6: Descriptions of Geological Strata – BGS Borehole Logs
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
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
R-2020-0411-FFM-EP CL.pdf:1:• Drilling of a number of shallow and deep boreholes and trial pits across the site
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
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
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:31: • BGS maps and borehole records;
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:4:Table 6 – Descriptions of Geological Strata – BGS Borehole Logs ……………………………………………………. 6
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
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
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
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:12:Table 6 – Descriptions of Geological Strata – BGS Borehole Logs
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
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
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
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
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:50:94 16.1 BGS Boreholes 0 3 13 - -
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:138: 16 Boreholes
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:138:16.1 BGS Boreholes
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
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.
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:138:Features are displayed on the Boreholes map on page 94
R-2022-0587-CD-R 2020 0684 ESM DECISION NOTICE.pdf:3: relevant borehole and vibrocore data
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
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
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.
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:25:4.3.6.6 Boreholes
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
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
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
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
R-2021-0465-FFM-EA R_2021_0465_FFM 8 July 2021 OFFICIAL .pdf:1:do not impinge on these boreholes during the works.
R-2021-0152-CD-Blast furnace RecordingWSI revMar21.pdf:4: (i) Before remediation or development commences, archaeological evaluation of borehole
R-2021-0152-CD-Blast furnace RecordingWSI revMar21.pdf:4: borehole/trenching data, or observed during the initial survey
R-2021-0152-CD-Compliance Decision.pdf:3: evaluation of borehole and trenching data
R-2021-0152-CD-Compliance Decision.pdf:3: high significance suggested by the borehole/trenching data, or observed
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:60: • Till (Diamicton) present in the south-eastern section. Nearby borehole records
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,
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:62: • Glaciolacustrine Deposits present to the south. Encountered in nearby boreholes
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
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:63: eastwards from the Trunk Road nearby boreholes, explored to a maximum depth
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
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:63: • Redcar Mudstone Formation: Borehole records encountered this at
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:23: excavator and 1 borehole using a shell and auger rig.
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:23: boreholes (shell and auger) to a maximum depth of 10m
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:23: 13 No. cable percussive boreholes were advanced to
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:23: Proposed development percussive boreholes Standard Penetrometer Testing
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:24: 2 No. cable percussive boreholes to a maximum depth of
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:24: 10 No. cable-percussive boreholes, to between 10m and
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
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
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
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:33: Dissolved aliphatic and aromatic petroleum hydrocarbons were detected in borehole S3-BHA02
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:41: Previous assessment has identified a Medium risk of UXO for borehole and excavation
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:48: 38 The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes, CQA
R-2020-0819-ESM-Decision Notice 0819.pdf:5: i. Archaeological interpretation of all borehole and trenching data
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