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Quarterly Report - Fourth Quarter 2003 <br /> SUTTER OFFICE CENTER <br /> 242 North Sutter Street, Stockton, California <br />' 1.0. INTRODUCTION <br /> I At the request of Ms Juh Lozano of the SUTTER OFFICE CENTER,Advanced GeoEnvironmental, <br /> Inc (AGE)has prepared this quarterly report for 242 North Sutter Street in Stockton,California(the <br /> site) The scope of work included conducting a quarterly ground water monitoring event and <br /> preparation of this report The site setting is illustrated on Figure 1 Site structures, soil boring and <br /> monitoring well locations are depicted on Figure 2 <br /> This report was prepared in accordance with Central Valley Regional Water Quality Control Board <br /> (CVRWQCB)guidelines for the investigation of underground storage tank(UST)sites Site history <br /> and findings from previous investigations and monitoring events are provided in Appendix A <br /> 2.0 PROCEDURES <br /> On 16 October 2003,ground water monitoring and sampling were performed at on-site wells MW-1 <br /> through MW-3 The investigation was conducted in accordance with the CVRWQCB and the San <br /> Joaquin County Environmental Health Department(EHD)guidelines for the subsurface investigation <br /> of UST sites and sampling of ground water monitoring wells <br /> 2 1 WELL MONITORING AND PURGING <br /> The depth to ground water was measured in each well from the top of the well casing to the nearest <br /> 0 01 foot utilizing a Solznst water level meter The ground water elevation was calculated by <br /> Isubtracting the measured depth to ground water from the surveyed casing elevation (Table 1) <br /> After water levels were measured, disposable, dedicated bailers were used to purge the wells <br /> Approximately 5 to 6 gallons of ground water(equivalent to three casing-water volumes) of water <br /> were purged from each well Temperature,pH and conductivity were measured for stabilization at <br /> regular purge-volume intervals using an Oakton water analyzer Field data and logs are provided in <br /> Appendix B Purged ground water was containenzed in 55-gallon drums and was stored on-site, <br /> pending proper disposal <br /> 2 2 GROUND WATER SAMPLING <br /> IWater samples were collected from the monitoring wells using the dedicated,disposable bailers after <br /> allowing the wells to achieve a minimum 80%recovery of the pre-purge water volume The sample <br /> from each well was transferred into three 40-m1 EPA-approved volatile organic analysis(VOA)vials <br /> containing 0 5 ml 18%hydrochloric acid as a sample preservative and a one-liter amber bottle without <br />