Laserfiche WebLink
1 <br /> SECOND QUARTER, 1997 ' <br /> GROUNDWATER MONITORING REPORT i <br /> USA STATION#65 -LODI t <br /> JUNE, 1997 <br /> 2.3 Local Hydrogeology ' <br /> Groundwater elevations in S-1 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 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 sitehave remainedrelatively consistent;flowing southel'ly at a-gradnenfbetween40-002mand <br /> 0 004-feet/feet (ft/ft) A summary of water level records are presented in Table 1 <br /> , <br /> 24 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 gioundwater <br /> monitoring wells (MW-1, MW-2 and MW-3) USA requested that Applied Geosystems complete <br /> four additional monitoring wells (MW-4, 1\4W-5, MW-6, and MW-7)_m the downgradient _r <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 <br /> the tank field This well has consistently contained total petroleum hydrocarbon (TPH), benzene, ' <br /> toluene, ethylbenzene, and xylenes (BTEX)compounds <br /> On March 14, 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 Plot 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 />