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I <br /> FIRST QUARTER, 1998 ' <br /> GROUNDWATER MONITORING REPORT ! <br /> USA STATION#65-LODI ' <br /> FEBRUARY,1998 <br /> 2.3 Local Hydrogeology <br /> Groundwater elevations in S-1 and S-2 were approximately 1-foot below MSL when the wells ' <br /> were drilled in 1987 The groundwater elevations at the site ranged between 5 and 6-feet below ' <br /> MSL in 1989 By September, 1991, the water level elevations had dropped to approximately 13- <br /> feet below MSL Groundwater elevations have since recovered to 1989 levels or higher The <br /> direction of groundwater flow and magnitude of the hydraulic gradient across the site have t <br /> remained relatively consistent;flowing-southerly at a=gradient-betweenm0 002'antl°0 004466t/feet <br /> (ft/ft) Water level records are summarized in Table 1 <br /> 2.4 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 the dnUmg <br /> and sampling of four soil borings, two of which were completed as groundwater monitoring wells <br /> (S-1 and S-2) , <br /> In August, 1987, Applied Geosystems installed three additional groundwater monitoring wells <br /> (MW-1, MW-2 and MW-3) USA requested that Applied Geosystems complete four additional , <br /> monitoring wells (MW-4, MW-5, MW-6, and MW-7) in the downgradient direction to further _ <br /> define the lateral extent of the impacted groundwater Applied Geosystems then prepared a <br /> Problem Assessment Report (PAR) after completing monitoring wells MW-6 and MW-7 The ' <br /> PAR concluded that petroleum hydrocarbon impacted water had migrated beyond the property <br /> boundaries, and that the groundwater in the upper aquifer, above 42-feet below ground surface <br /> (bgs), was not in hydraulic continuity with the deeper aquifers 1t was their opinion that further ' <br /> delineation of the impacted soil and water was not 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 approximately 8-feet downgradient and southeast <br /> of the tank field ' <br /> On March 14, 1995, WEGE completed a one day vapor extraction treatability test, using <br /> monitoring wells MW4, S-1, S-2, and MW-8 Test results are summarized in the WEGE report ' <br /> "Results of Pilot Test for Vapor Extraction", dated April 17, 1995 <br /> USA retained The Park Corporation(Park) to prepare a Remedial Action Plan(RAP) The ' <br /> rationale and design of the necessary environmental remediation and sampling activities at the site <br /> were presented in Park's November, 1995 RAP and in a February 28, 1996 letter to the County <br /> In July, 1997, GBH was retained to provide environmental monitoring and remediation at the .} <br /> subject site <br /> 2 <br />