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r <br /> or capillary-fringe contamination is detected in the wells, one or <br /> two borings will be drilled within the tank cavity to determine the <br /> maximum depth of soil contamination. If hydrocarbon vapors are <br /> detected in soil samples from the capillary fringe, it can be <br /> assumed that the entire vadose zone is contaminated within the tank <br /> pit and no additional borings will be required. <br /> The proposed assessment procedures are itemized below: <br /> 1) Notify the PHS/EHD 48 hours prior to field work. <br /> 2) Drill three soil borings using truck-mounted, continuous- <br /> flight, 8-inch diameter hollow-stem augers. <br /> 3) obtain discrete soil samples at five-foot intervals, using a <br /> split-spoon sampler loaded with three brass sample tubes. <br /> 4) Decontaminate sampling equipment in a tri-sodium phosphate <br /> solution (TSP) and rinse twice with water prior to each <br /> sampling run. <br /> 5) Preserve soil samples in the lower brass tube by covering both <br /> ends with aluminum foil, capping, and sealing with tape. <br /> 6) Label and log soil samples on a chain-of-custody form. <br /> 7) Store samples under ice pending delivery to a state-certified <br /> laboratory. <br /> 8) Monitor auger returns and soil sample duplicates for the <br /> presence of volatile organics using a photo-ionization <br /> detector (PID) . <br /> 9) Log auger returns and soil samples in the middle and upper <br /> brass tubes .in accordance with the Unified Soil Classification <br /> System. <br /> lo) Contain soil cuttings on plastic sheeting and store on-site <br /> pending analytical results. <br /> 11) Steam clean augers between borings to prevent cross <br /> contamination. <br /> 12) Complete the borings as groundwater monitoring wells in <br /> accordance with the well design shown in Figure 3 . <br /> 13) Develop the wells using a drill-mounted surge block, and add <br /> additional sand before grouting, if necessary. <br /> 14) No sooner than 48 hours after completion, measure depth to <br /> standing water in all wells and survey casing elevations. <br /> 2 <br />