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�-� Quarterly Report - First Quarter 2002 PACIFIC CAR WASH 4405 Pacific Avenue, Stockton, California 1.0. INTRODUCTION Advanced GeoEnvironmental, Inc. (AGE)has prepared this quarterly report for 4405 Pacific Avenue LW (the site), Stockton, California. The scope of work included conducting a quarterly ground water monitoring event and preparation of this report. The site setting is illustrated in Figure 1. Site structures and monitoring well locations are depicted in Figure 2. This report has been prepared in accordance with guidelines issued by the California Regional Water Quality Control Board - Central Valley Region for investigation of underground storage tank (UST) LW sites. A summary of previous investigations at the site was included in the AGE-prepared Preliminary Site Investigation and Evaluation Report-January 1997, dated 15 January 1997. 2.0. PROCEDURES On 14 February 20014 ground water monitoring event was performed at the site on wells MW-1 through MW-9, MW-IOA and MW-1 OB (MW-1 through MW-IOB); monitoring well construction details are summarized in Table 1. Ground water monitoring procedures for the site were outlined in the AGE-prepared Work Plan Addendum -June 1998, dated 10 June 1998, and approved by the San Joaquin County Environmental Health Department (EHD)by letter dated 24 June 1998. `" At the request of the EHD, ground water monitoring activities at the site has been coordinated to occur concurrently with the ground water monitoring activities at the Pacific Mini Mart site (4511 Pacific Avenue); the Pacific Mini Mart tabulated ground water elevation and analytical results are included in Appendix A. 2.1. WELL MONITORING AND EVACUATION Depth to ground water was measured in each well from the top of the well casing to the nearest 0.01-foot utilizing a Solinst water level meter. The ground water elevation in each well was calculated by subtracting the measured depth to ground water from the surveyed casing elevation (Table 2). tw Ground water elevations were plotted and contoured on a scaled site map (Figure 3). After water levels were measured,approximately 5 to 12 gallons of ground water(a minimum of three �- casing-water volumes per well)were evacuated (purged) from wells MW-1 through MW-5, MW-9, MW-1 OA and MW-1 OB utilizing a two-stage submersible pump; MW-6 through MW-8 were purged utilizing disposable bailers. Approximately 6 gallons of water were purged from MW-I before the well was purged"drys'. Temperature,pH and conductivity were measured for stabilization at regular purge-volume intervals from each well using an Oakton water analyzer. Field data and logs are Advanced GeoEnvironmental,Inc. it