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�0 <br /> iQuarterly Report - Third Quarter 2002 <br /> GREWAL'S MARKET rot <br /> 4100 East Fremont Street, Stockton, California ` <br />' 1.0. INTRODUCTION <br />' Advanced GeoEnvironmental,Inc.(AGE)has prepared this quarterly report(third quarter)for 4100 <br /> East Fremont Street (the site), Stockton, California. The scope of work included conducting a <br /> quarterly ground water monitoring event and preparation of this report.The site setting is illustrated <br />' in Figure 1. Site structures and monitoring well locations are depicted in Figure 2. <br /> The objective of third quarter activities was to monitor concentrations of petroleum hydrocarbons <br />' in ground water and to characterize ground water flow direction and gradient at the site. This report <br /> is prepared in accordance with guidelines issued by the California Regional Water Quality Control <br /> Board-Central Valley Region(RWQCB)for investigation of underground storage tank(UST)sites. <br />' A summary of previous investigations conducted at the site is included in Appendix A. <br />' 2.0. PROCEDURES <br /> A quarterly ground water monitoring event was performed at the site in July 2002. Field work was <br />' performed in accordance with guidelines issued by the RWQCB for the investigation of underground <br /> storage tanks (UST) sites. <br />' 2.1. UARTERLY GROUND WATER MONITORING PROCEDURES <br /> Q OC URES <br />' On 12 July 2002, ground water monitoring and sampling was performed at the site on wells MW-1 <br /> through MW-4.Ground water monitoring pn)c�edu es for the site were performed as outlined in Yyv <br /> Monitoring Well Installation Work Plan -SeO?A be 999, dated%Septem- ber 1999, prepared by <br />' AGE and approved by the EHD by letter dated 23-September 199 . Mklep4e'e �( <br />' 2.1.1. Well Monitoring and Evacuation <br />' Depths to ground water were measured in each well from the top of the well casing to the nearest <br /> 0.01-foot utilizing a Solinst water level meter;ground water elevation was calculated by subtracting <br /> the measured depth to ground water from the surveyed casing elevation (Table 2). Ground water <br /> elevations were plotted and contoured on a scaled site map (Figure 3). <br /> After water levels were measured,approximately 6 to 7 gallons of ground water(a minimum of three <br /> casing water-volumes per well)were evacuated(purged)from wells MW-1 through MW-4 utilizing <br /> . a Watera hydro-lift pump. Temperature, pH and conductivity were measured for stabilization at <br />' Advanced CeoEnvironmental,Inc. <br />