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1 <br /> FIRST QUARTER, 1997 <br /> GROUNDWATER MONITORING REPORT <br /> USA STATION##65-LODI <br /> FEBRUARY, 1997 , <br /> 2.1.2 Local HvdroQeolo2y <br /> Groundwater elevations in S-I and S-2 were approximately 1-foot below MSL <br /> when the wells <br /> were drilled in 1987 The groundwater elevations at the site ranged between 5 and 6-feet below <br /> MSL from January 20, 1989 to April 18, 1989 By September, 1991, the water level elevation <br /> had dropped to approximately 13-feet below MSL Groundwater elevations have since recovered <br /> to 1987 levels The direction of groundwater flow and magnitude of the hydraulic gradient across <br /> the site have remained relatively consistent,_flowing=southeriymat-a-gradient=between=0 002 and <br /> 0-004-feet/feet(ft/ft) A summary of water level records are presented in Table 1 <br /> 2.2 Summary of Previous Investigations , <br /> A limited site investigation completed in March, 1987 detected petroleum hydrocarbon <br /> compounds in the soil and groundwater beneath the site The investigation included he drilling ' <br /> and sampling of four soil borings two, of which were completed as groundwater monitoring wells <br /> (S-I and S-2) <br /> r <br /> In August, 1987, Applied Geosystems completed the installation of three additional <br /> groundwater <br /> monitoring wells (MW-I, MW-2 and MW-3) USA requested that Applied Geosystems complete <br /> four additional monitoring wells (MW-4, MW-5, MW-6, and MW-7) in the downgradient <br /> direction to further define the lateral extent of the impacted groundwater" <br /> Applied Geosystems then prepared a Problem Assessment Report (PAR) after completing <br /> monitoring wells MW-6 and MW-7 The PAR concluded that petroleum hydrocarbon impacted <br /> water had migrated beyond the property boundaries, and that the groundwater in the upper ' <br /> aquifer, above 42-feet below ground surface (bgs) was not in hydraulic continuity with the deeper <br /> aquifers It was their opinion that further delineation of the impacted soil and water was not <br /> required , <br /> On February 8, 1993, Western Geo-Engineers (WEGE) completed monitoring well MW-8 to a <br /> depth of approximately 60-feet bgs The well is downgradient approximately 8-feet southeast of r <br /> the tank field This well has consistently contained total petroleum hydrocarbon(TPH), benzene, <br /> toluene, ethylbenzene, and xylenes (BTEX) compounds <br /> On March I4, 1995 WEGE completed a one day vapor extraction treatability test The test was <br /> performed using monitoring wells MW-4, S-1, S-2, and MW-8 Test results are summarized in <br /> the WEGE report "Results of Pilot Test for Vapor Extraction.", dated April 17, 1995 <br /> USA retained Park to prepare a Remedial Action Plan <br /> (RAP) <br /> rationale design of the <br /> necessary environmental remediation and sampling activitiess at he sitewere presented in Park's ' <br /> November, 1995 RAP and in a February 28, 1996 letter to he County <br /> 2 <br /> r <br />