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3.2 GROUND WATER MONITORING <br /> The ground water levels in wells SI-1, SI-2, SI-3 and UST-1 on January 27, 1994 were <br /> approximately 82 feet below the top of casing. No free product was observed ESE noted <br /> that the interior of well UST-1 was clean and free of surface leakage Table 1 - Ground <br /> Water Monitoring Well Measurements tabulates water level measurements and elevation <br /> calculations for these wells, and Figure 2 - Relative Ground Water Elevation January 27, <br /> j 1994 shows these data in map view <br /> Ground mater flow direction in the northern portion of the property appears to be toward <br /> the southeast Ground water level in well UST-1 is higher than in wells on the northern <br /> portion of the property Because of the close proximity of well UST-1 to the water supply <br /> well, it is likely that ground water flows westward toward the supply well on this portion of <br /> the site, however there is no supporting data <br /> Analytical results for well UST-1 are shown on Table 2 - Analytical Results of Ground <br /> Water Samples and on the enclosed laboratory certificates of analysis Ground water from <br /> UST-1 contained nondetectable concentrations of TPH as gasoline BTEX constituents <br /> were also reported as nondetectable for benzene, toluene of 0 7 micrograms per liter (µg/L) <br /> or arts per billion b eth lbenzene of 3 b; and xylenes of 6 b TPH as diesel was <br /> P P (ppb), Y PP XY PP <br />> reported at a concentration of 24 milligrams per Liter 4 Og/L & parts e�_r_nulhon Analysis TA,ODb. <br /> of the trip blank accompanying the UST-1 sample reported nondetectable concentrations ?P,1 <br /> of all analytes Laboratory analytical documents are included as Appendix A <br /> 3 2 1 Discussion <br /> The ground water elevation calculated for well UST-1 has increased 3 7 feet relative to that <br /> reported for November 1993 This increase is likely due to recharge associated with <br /> seasonal precipitation Ground water flow at the site is likely toward the actively pumping <br /> water supply wells, but the flow direction and gradient cannot be verified with the existing <br /> network of monitoring wells at the site until elevations are suryeyed on the "Small" and <br /> ,Large Wells" ,1&)�A <br /> F\6925400\1grnM rpt 5 Environmental Science&Engineering, Inc <br />