Laserfiche WebLink
1 <br /> FOURTH QUARTER,1997 , <br /> GROUNDWATER MONITORING REPORT • <br /> USA STATION#65-LODI ' <br /> NOVEMBER, 1997 <br /> 2.3 Local Hydrogeology <br /> Groundwater elevations in S-I and S-2 were approximately I-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- 1 <br /> feet below MSL Groundwater elevations have since recovered to 1987 levels or higher The <br /> direction of groundwater flow and magnitude of the hydraulic gradient across the site have , <br /> remained relatively-consistent,-flowing-southerly-at-a-gradient-between 0 002-and 0 004-feet/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 drilling _ <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 completed the installation of three additional groundwater <br /> monitoring wells (MW-1, MW-2 and MW-3) USA requested that Applied Geosystems complete t <br /> four additional monitoring wells(MW4, 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 /> P g <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 r <br /> aquifer, above 42-feet below ground surface (bgs)was not m 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 approximately 8-feet downgradient and southeast <br /> of the tank field This well has consistently contained total petroleum hydrocarbon(TPH), <br /> benzene, toluene, ethylbenzene, and xylenes (BTEX) compounds 1 <br /> On March 14, 1995, WEGE completed a one day vapor extraction treatability test The test was <br /> performed using monitoring wells MW4, 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 (RAP) The rationale and design of the ' <br /> necessary environmental remediation and sampling activities at the site were presented in Park's <br /> November, 1995 RAP and in a February 28, 1996 letter to the County <br /> 2 , <br />