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4.0 FIELD INVESTIGATION AND RATIONALE <br /> 4.1 Soil Borings <br /> t A total of three soil borings, MW-1-P, MW-2-P and MW-3-P, were drilled by Park to depths <br /> 90 feet bgs (Figure 2 of Appendix A) Each one of these borings was converted to groundwater <br /> monitoring wells to depths of 90 feet bgs In addition, one soil boring, VEW-1-P,' was drilled <br /> to a depth of 20 feet bgs and subsequently installed with a vadose zone monitoring well (vapor <br /> ' extraction well) A detailed description of soils encountered in each of the four soil'borings are <br /> included on the boring logs in Appendix B Soil boring placement was based on previous data <br /> on the site, conditions encountered in the field and drilling ng accessibility Boring locations <br /> ' were approved by PHS/EHD prior to drilling Drilling and soil sampling protocols are included <br /> as Sections 1 and 2 of Appendix C <br /> 4.2 Groundwater Monitoring Well Installation, Development and Sampling <br /> ' The three groundwater monitoring wells installed by Park were located in close proximity to <br /> previously installed wells on the site The newly installed monitoring wells were used for <br /> groundwater sampling, direction of flow calculations and will potentially be used for future <br /> ' monitoring of groundwater quality and remedial measures <br /> Monitoring wells MW-1-P, MW-2-P and MW-3-P each have a total depth of 90 feet bgs Well <br /> construction details are included in Section 2 of Appendix C and a schematic of the well is <br /> shown on the boring log for each well in Appendix B <br /> ' The wells were surged for a period of 20 to 30 minutes prior to removal of water to free the fine <br /> grained particles within the well and filter pack. Approximately three well volumes of <br /> groundwater were pumped from the well and the generated water was placed in Department of <br /> ' Transportation (DOT)approved 55-gallon drums During well development the water level, Ph, <br /> electrical conductivity and temperature were noted Following well development and after the <br /> ' wells had sufficient time to recharge to 80% or greater of static level, groundwater samples were <br /> collected Groundwater monitoring data is presented in Groundwater Table I following- <br /> ' <br /> I <br /> B 1125Ji RPr 4 <br />