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r <br /> Quarterly Report - First t Quarter 2008 <br /> MANTECA CITY CORPORATION YARD <br /> 210 East Wetmore Street, Manteca, California <br /> 1.0. INTRODUCTION <br /> At the request of Mr. Frederic Clark of the City of Manteca, Advanced GeoEnvironmental, Inc. <br /> (AGE) has prepared this quarterly report for the property located at 210 East Wetmore Street, <br /> Manteca, California. This report documents the procedures and results of the quarterly monitoring <br /> and sampling of ten monitoring wells.The site and the surrounding area are illustrated on Figure 1. <br /> Structures and well locations are illustrated on Figure 2. <br /> 2.0. PROCEDURES <br /> Monitoring well sampling was performed in accordance with a San Joaquin County Environmental <br /> Health Department letter,dated 18 March 2008,under which wells MW-1,MW-2,MW-4, MW-5, <br /> MW-6, MW-9, and MW-10 are to be sampled on a quarterly basis and wells MW-3, MW-7, and <br /> MW-8 are to be sampled on a semi-annual basis for methyl tertiary-butyl ether (MTBE). On 25 <br /> March 2008, 10 ground water monitoring wells were monitored and sampled for MTBE (MW-1 <br /> through MW-10). The operation of the in-situ ozone was terminated for post remediation <br /> monitoring. Field work was performed in accordance with guidelines issued by the Central Valley <br /> Regional Water Quality Control Board for the investigation ofunderground storage tank(UST)sites. <br /> 2.1. WELL MONITORING AND PURGING <br /> On 25 March 2008,the depth to ground water in wells MW-1 through MW-10 was measured from <br /> the top of each well casing to the nearest 0.01-foot, utilizing a Solinst water level meter. Ground <br /> water elevation in each measured well was calculated by subtracting the measured depth to ground <br /> water from the surveyed casing elevation (Table 1). <br /> After water levels were measured, between approximately five and seven gallons of water (a <br /> minimum of 3 casing-water volumes per well) was purged from each of monitoring wells MW-1 <br /> I <br /> through MW-10, using dedicated, disposable plastic bailers. 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 containerized in properly <br /> labeled Department of Transportation(DOT)-approved 55-gallon drums and stored on-site. <br /> 2.2. COLLECTION OF GROUND WATER SAMPLES <br /> Water samples were collected from each purged well, using new, disposable plastic bailers after <br /> allowing the wells to achieve a minimum 80%recovery of the pre-purge water volume. Each water <br /> Advanced GeoEnvironmental,Inc. <br />