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I <br /> SECOND QUARTER,2002 <br /> GROUNDWATER MONITORING REPORT <br /> JAMAR OIL DISTRIBUTION <br /> AUGUST 2002 <br /> Groundwater Analyses <br /> On June 11, 2002,depths to groundwater were measured from the top of the well casings(TOC) <br /> using an electronic water level indicator. The groundwater elevations recorded by GHH are <br /> summarized in Table 1. Each monitoring well was purged by pumping at least three well <br /> volumes of water. Conductivity,temperature and pH were monitored while the wells were being <br /> purged Purging data were recorded on field data sheets,which are included in Appendix A <br /> Samples were collected from each monitoring well using new disposable bailers Groundwater <br /> samples were analyzed for TPH G,BTEX, 1,2-DCA,EDB and fuel oxygenates using EPA <br /> Methods 8015 Modified and 8260B,respectively The analyses were conducted by Sparger <br /> Technology, Inc of Sacramento,California, a California State certified laboratory, in accordance <br /> with state guidelines and EPA protocol Copies of the laboratory reports with COC <br /> documentation are included in Appendix B The analytical data are summarized in Figure 5 and <br /> in Table 2 <br /> SUN" ARY <br /> Groundwater Flow and Gradient <br /> Based on depth to groundwater measurements taken on June 11, 2002,the depths to groundwater <br /> range from 61.88 feet below ground surface(bgs) in monitoring well MW-1 to 62 30 feet bgs M <br /> MW-4 All groundwater elevations were measured to the nearest 0 01-feet relative to the <br /> surveyed top of casing elevation The elevations are based on the survey conducted by JPCA on <br /> August 30,2000 The survey on August 30, 2000 was completed by setting the corner of the <br /> cement sidewalk on the southeastern corner of the store as the benchmark with an assumed <br /> elevation of 30 feet Based on the surveyed casing elevations and the measured depth to water on <br /> June 11, 2002,the groundwater elevations range from-33 79 feet in MW4 to -33 54 feet in <br /> MW-5. <br /> The direction of groundwater flow has been calculated to be trendingCot47 eas with a <br /> hydraulic gradient of approxunately 0 002-feet/feet across the site as figure 4 <br /> Calculated groundwater elevations are summarized in Table 1,and shown on Figure 4 <br /> Groundwater Analytical Results <br /> TPH G was detected in samples from all wells this quarter at concentrations ranging from <br /> 130,000 micrograms per liter(µg/1)in the sample samples from MW-1,to 160µg11 in the sample <br /> from MW-5 <br /> 4 <br />