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i <br /> • Quarterly Report - Third Quarter 2002 <br /> STRONG PROPERTY <br /> 5157 West Business Loop 205, Tracy, California <br /> 1.0. INTRODUCTION ' <br /> At the request of Messrs. Robert and Mike Strong,Advanced GeoEnvironmental, Inc. (AGE) has <br /> prepared this quarterly report for the property located at 5157 West Business Loop 205, Tracy, <br /> California. The scope of work included ground water monitoring and sampling of monitoring wells <br /> MW 1 through MW6 and preparation of this report. The site and the surrounding area are illustrated <br /> in Figure 1. Structures and monitoring well locations are illustrated on Figures 2 and 3. <br /> Background information for the site is summarized in the AGE-prepared document titled Additional <br /> Site Assessment Work Plan Addendum, dated 01 July 1999. Quarterly monitoring data from <br /> July 1998 to the present is summarized in Tables 1 and 2 of this report. <br /> 2.0. PROCEDURES <br /> Sampling of ground water monitoring wells MW 1 through MW6 occurred on 25 September 2002. <br /> • All field work procedures and reporting requirements are in accordance with guidelines issued by <br /> the Central Valley Regional Water Quality Control Board (CVRWQCB) for subsurface <br /> investigations of underground storage tank(UST)sites and guidelines issued by San Joaquin County <br /> Environmental Health Department (EHD) for sampling of ground water monitoring wells. <br /> 2.1. WELL MONITORING AND EVACUATION <br /> A Solinst water level meter was used to measure the depth to ground water to the nearest 0.01-foot <br /> in the six monitoring wells relative to the tops of the well casings. The ground water elevations and <br /> gradient were determined from these data(Table 1). <br /> After recording water level measurements, new disposable plastic bailers were used to purge each <br /> monitoring well of standing water. Between six and nine gallons of water (a minimum of <br /> 3 casing-water volumes per well)were removed from each well. Ground water temperature,pH and <br /> conductivity were measured at regular intervals during purging using an Oakton water analyzer. <br /> Field sheets and data are included in Appendix A. Purged water was stored on-site in labeled, <br /> 55-gallon Department of Transportation (DOT)-approved drums. <br /> Advanced GeoEnvironmental,Inc. <br />