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1 - - <br />' Quarterly Report - Second Quarter 2000 <br /> • PACIFIC CAR WASH <br />' 4405 Pacific Avenue, Stockton, California <br />' 1.0. INTRODUCTION AND SCOPE OF WORK <br /> Advanced GeoEnvlronmental, Inc (AGE) has prepared this Quarterly Report for 4405 Pacific <br /> Avenue, Stockton, California The site setting is illustrated in Figure 1 Site structures and <br /> monitoring well locations are depicted in Figure 2 <br />' The objective of the work was to monitor dissolved petroleum hydrocarbon concentrations in ground <br /> water and to characterize ground water flow direction and gradient on the site This report is prepared <br /> I in accordance with guidelines established by the San Joaquin County Public Health Services - <br /> Environmental Health Division (PHS-EHD) and by the Central Valley Regional Water Quality <br /> Control Board (CVRWQCB) for investigation of underground storage tank(UST) sites A summary <br />' of previous investigations at the site was included in the Prehmtnary Site Investigation and <br /> Evaluation Report-January 1997, dated 15 January 1997, prepared by AGE <br /> 2.0. PROCEDURES <br /> I On 14 April 2000, ground water monitoring and sampling was performed at the site on wells MW-1 <br /> through MW-10 Ground water monitoring procedures for the site were outlined in the Work Plan <br /> Addendum - June 1998, dated 10 June 1998 prepared by AGE and approved by the PHS-EHD in <br /> their letter dated 24 June 1998 <br /> I21 MONITORING WELL PURGE PROCEDURES <br /> Depths to ground water were measured in each well from the tops of the well casings at the site to <br />' the nearest 0 01 foot utilizing a Solinst water level meter Ground water elevations in each well at <br /> the site were calculated by subtracting the measured depth to ground water from the surveyed well <br /> casing elevations(Table 1) Ground water elevations were plotted and contoured on a scaled site map <br /> (Figure 3) <br /> After water levels were measured, approximately 9 to 16 gallons of ground water (a minimum of <br /> three well-volumes per well) were removed from wells MW-2 through MW-10 utilizing a two-stage <br /> submersible pump, ground water pumping was initiated at the top of the water column and the pump <br /> was siowly lowered to total depth to purge ground water within the entire well casing <br /> Approximately 8 gallons of ground water were removed from well MW-1 before being pumped <br /> "d,Y9 Temperature, pH and conductivity were measured for stabilization at regular purge-volume <br /> intervals from each well using a Hydac water analyzer Field data and logs are included with <br /> - -Appendix A Purged`ground Water was containerized m 55-gallon drums and was stored on-site in <br /> an area lacking general public access <br /> IAdvanced GeoEnvironmentul,Inc <br />