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+ � y <br /> 160 <br /> volumes)was bailed from MW5-2 and physical parameters remained stable after about 24 gallons <br /> had been removed, indicating good communication with the aquifer. <br /> fto <br /> 3.3 SAMPLING OF MONITORING WELLS <br /> 6W <br /> Groundwater samples were collected on July 7, 1999 by Precision Enviro-Tech Analytical <br /> Laboratory (PET), a California DHS-certified laboratory for PHC analyses, and documented by <br /> a. Philip P. Ross, R.G. Upon arrival at the site, water levels on all wells were obtained with an <br /> electronic sounder. Prior to sampling each well, the presence of free floating PHC product was <br /> assessed using a clear polyethylene bailer. No floating product was observed in any of the wells. <br /> The wells were then purged ofat least three casing volumes using an electric submersible pump.The <br /> purge pump was decontaminated before arriving at the site and between each well. Periodic field <br /> measurements of the temperature,pH, and specific electrical conductance were made on the purge <br /> water from each well,and samples were collected when these parameters reached relatively constant <br /> values. A new, disposable polyethylene bailer was used to collect the water samples for laboratory <br /> �• chemical analysis. <br /> Groundwater samples were preserved and transported under chain-of-custody procedures to PET's <br /> ` laboratory for analysis of BTEX and MTBE using EPA Method 8020, and TPHg using EPA <br /> Method 8015m. In addition, all samples were analyzed for the following oxygenated compounds <br /> using EPA Method 8260; tertiary butyl alcohol (TBA), methyl tertiary butyl ether (MTBE), di- <br /> isopropyl ether(DIPE), ethyl tertiary butyl ether(ETBE), and tertiary amyl methyl ether(TAME). <br /> A replicate sample was collected at MW5-3 and a travel blank was prepared in the field from <br /> distilled water. Laboratory analytical reports and chains of custody are included in Appendix B. <br /> 3.4 MONITORING WELL ELEVATION SURVEY <br /> The elevations of each of the monitoring wells was surveyed by Dillon and Murphy Engineering of <br /> �. Lodi,California. A map showing the location and elevation of the wells is presented in Figure 3 and <br /> results of the survey are presented in Appendix A.. <br /> 3.5 SUPPLY WELL SURVEY <br /> �. As requested by the PHS/EHD, a survey of domestic,municipal, agricultural,industrial, and other <br /> supply wells within a 2,000-foot radius of the site was conducted. The survey included a review <br /> of records on file with the Department of Water Resources, California Water Service (the local <br /> 61 municipal water supplier), and the Port. In addition, a physical search of the area was conducted to <br /> visually identify supply wells in the area. <br /> �. 6 P LIP P. ROSS,R.G. <br /> .�s�a:�.•rpc <br /> V <br />