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i <br /> FIRST QUARTER,2002 <br /> GROUNDWATER MONITORING REPORT <br /> JANAR QIL DISTRIBUTION <br /> JUNE 2002 <br /> Groundwater Analyses <br /> On April 17, 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 /> • SUIVEMIARY <br /> Groundwater Flaw and Gradient <br /> Based on depth to groundwater measurements taken on April 17,2002,the depths to <br /> groundwater range from 60 21 feet below ground surface (bgs) in monitoring well MW-4 to <br /> 6122 feet bgs in MW-2 and MW-5 All groundwater elevations were measured to the nearest <br /> 0 01-feet relative to the surveyed top of casing elevation The elevations are based on the survey <br /> conducted by JPCA on August 30,2000 The survey on August 30,2000 was completed by <br /> setting the corner of the cement sidewalk on the southeastern corner of the store as the <br /> benchmark with an assumed elevation of 30 feet Based on the surveyed casing elevations and <br /> the measured depth to water on April 17,2002,the groundwater elevations range from -3170 <br /> feet in MW-4 to -32 71 feet in MW-1 <br /> The direction of groundwater flow has been calculated to be trendsouth 51° east th a <br /> hydraulic gradient of approximately 0 00085-feet/feet across the site as ngure 4 <br /> Calculated groundwater elevations are summarized in Table 1, and shown on Figure 4 <br /> Groundwater Analytical Results <br /> i TPH G was detected in samples from all wells this quarter at concentrations ranging from 90,000 <br /> • micrograms per liter(ug/l) in.the sample samples from MW-1, to 120 ggll in the sample from <br /> MW-5 <br /> 4 <br />