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. Quarterly Report - Fourth Quarter 2003 <br />' LARRY'S AUTO <br /> 308 North Grant Street, Stockton, California <br />' 1.0. INTRODUCTION <br /> f <br />' At the request of Mr Charles Skobrak,Advanced GeoEnvironmental,Inc (AGE)has prepared this <br /> quarterly report for the property located at 308 North Grant Street, Stockton, California(site) The <br /> scope of work Included quarterly ground water monitoring and preparation of this report The <br />' location of the site and the Immediately surrounding area is Illustrated on Figure 1 Structures and <br /> monitoring well locations on the site are illustrated on Figure 2 Site background Information is <br /> provided in Appendix A <br /> 2.0. PROCEDURES <br />' Field work was performed in accordance with guidelines issued by the California Regional Water <br /> Quality Control Board - Central Valley Region (CVRWQCB) for Investigation of underground <br />' storage tank (LIST) sites Ground water monitoring procedures were performed as outlined in the <br /> RESNA-prepared Assessment of Soil and Groundwater Contamination, dated 17 September 1993 <br /> and approved by the San Joaquin County Environmental Health Department (EI-ID)by letter dated <br /> 28 September 1993 <br /> I2 1 WELL MONITORING AND PURGING <br /> On 04 December 2003, a Solmst water level meter was used to measure the depth to ground water <br /> in five ground water monitoring wells and five vapor extraction wells relative to the tops of the well <br /> casings The ground water elevations and gradient were determined from this data (Table 1) <br /> After recording water level measurements, a Watera Hydrolift Pump was used to purge monitoring` <br /> wells MW-1 through MW-4, MW-7, VW-3 and VW-4 of standing water and dedicated disposable <br /> plastic bailers were used to purge the remaining wells of standing water The wells were evacuated <br /> in order of least contaminated to most contaminated, based on previous monitoring data <br /> Between 15 and 18 25 gallons of water (a minimum of three casing volumes) were purged from <br /> monitoring wells MW-1 through MW-4, and between 8 and 12 gallons of water were purged from <br /> monitoring well MW-7 and vapor extraction wells VW-2B, VW-3, VW-4 and VW-5C <br /> Approximately 4 gallons of water were removed from vapor extraction well VW-5B Ground water <br /> temperature,pH and conductivity were measured at regular intervals during the purge process using <br /> i <br /> an Oakton water analyzer Purged water was stored on site in properly labeled, 55-gallon DOT- <br /> approved drums The field data sheets are included in Appendix B <br /> s <br /> • j <br /> Advanced GeoEnvironmental,Inc <br /> I <br />