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1 <br /> FORTH QUARTER 1996 <br /> QUARTERLY MONITORING REPORT <br /> USA STATION #65 - LODI <br /> NOVEMBER, 1996 <br /> 2.1.2 Local Hydrogeology ' <br /> Groundwater elevations in S-1 and S-2 were approximately 1-foot below MSL when they were <br /> drilled in 1987 The groundwater elevations at the site ranged between 5 and 6-feet below MSL <br /> from January 20, to April 18, 1989 By September, 1991 the water level elevation had dropped <br /> to approximately 13-feet below MSL Groundwater elevations have since recovered to 1987 ' <br /> levels The direction of groundwater flow and magnitude of the hydraulic gradient across the site <br /> have remainedrelatively—consistent southerly ata gradient between 0 002 and-4 003— <br /> feet/feet (ft/ft) A summary of water level records are presented in Table 1 <br /> 2.2 Summary of Previous Investigations <br /> Results of a limited site investigation completed in March, 1987 detected petroleum hydrocarbon <br /> compounds in the soil and groundwater beneath the site The investigation included drilling and <br /> sampling of four soil borings two of which were completed as groundwater wells (S-1 and S-2) <br /> In August, 1987, Applied Geosystems completed the installation of three additional groundwater <br /> monitoring wells (MW-1, MW-2 and MW-3) To further define the lateral extent of the impacted <br /> groundwater, USA requested that Applied Geosystems complete four additional monitoring wells <br /> in the downgradient direction(MW4, MW-5, MW-6, and MW-7) <br /> Applied Geosystems prepared a Problem Assessment Report (PAR) after completion of <br /> monitoring wells MW-6 and MW-7 The PAR concluded that petroleum hydrocarbon impacted <br /> water had migrated beyond the property boundaries, and it was their opinion that the <br /> groundwater in the upper aquifer, above 42-feet was not penetrating the deeper aquifers It was <br /> also their opinion that further delineation of the impacted soil and water was not required at that <br /> time <br /> On February 8, 1993, monitoring well MW-8 was completed to a depth of approximately 60-feet <br /> below ground surface (bgs)by Western Geo-Engineers (WEGE) The well is downgradient from <br /> the suspected source and approximately 8-feet southeast of the tank field This well has <br /> consistently contained total petroleum hydrocarbon (TPH), benzene, toluene, ethylbenzene and <br /> xylenes (BTEX) compounds <br /> On March 14, 1995, WEGE completed a one day vapor extraction treatability test The test was <br /> performed on monitoring wells MW-4, S-1, S-2, and MW-8 <br /> Test results are summarized in the WEGE report Results of Pilot Test for Vapor Extraction, <br /> dated April 17, 1995 <br /> 2 <br />