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well were then measured and these data included on Table 1 - Ground Water Monitoring Well - <br /> Measurements <br /> 3 2 GROUND WATER MONITORING <br /> The ground water levels in wells SI-1, SI-2, SI-3, UST-1 and the small and large wells on April <br /> 28, 1994 were approximately 75 feet below the top of casing The small and large wells were <br /> surveyed to a relative elevation reference point and were surveyed to a relative elevation <br /> reference point and included in the ground water level measurements No free product was <br /> observed ESE noted that the interior of well UST-1 was clean and free of surface leakage <br /> Table 1 tabulates water level measurements and elevation calculations for these wells, and Figure <br /> 2- relative ground water elevation, April 28, 1994 shows these data in map view <br /> Ground water flow direction appears to be toward the east-northeast The ground water gradient <br /> is estimated at approximately 8 13 feet per mile in the north portion of the property, and <br /> approximately 44 00 feet per mile in the south portion Both the small and large wells are active <br /> pumping wells and likely influence the local ground water flow under the site <br /> Analytical results for well UST-1 are shown on Table 2 - Analytical Results of Ground Water <br /> Samples and on the enclosed laboratory certificates of analysis Ground water from UST-1 <br /> I <br /> contained 130 micrograms per liter (gg/I), or parts per billion (ppb) of TPH as gasoline BTEX <br /> constituents were also reported as nondetectable for begene, toluene, ethylbenzene and xylene <br /> TPH as diesel was reported at a concentration of 4±*fligrams per Liter (mg/L) or parts per <br /> million Analysis of the trip blank accompanying the UST-1 sample reported nondetectable <br /> concentrations of BTEX 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 0 feet relative to that <br /> reported for January 1994 This increase is likely due to recharge associated with seasonal <br /> precipitation Ground water flow direction at the site is variable, and likely due to onsite and <br /> nearby pumping wells <br /> F 1692540012gm94 rpt 4 Environmental Science&Engmeermg Inc. <br /> i <br />