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' Quarterly Report - Fourth Quarter 2005 <br /> • MOORE TRUCK LINES <br />' 3400 Newton Road, Stockton, California <br />' 1.0. INTRODUCTION <br /> At the request of Mrs Edna Moore of Moore Truck Lines,Advanced GeoEnvironmental,Inc (AGE) <br />' has prepared this quarterly report for the property located at 3400 Newton Road (site), Stockton, <br /> California The scope of work Included conducting a quarterly ground water monitoring event and <br /> preparation of this report The site and the surrounding area is illustrated on Figure 1 On-site <br /> 1 structures and well locations are illustrated on Figure 2 <br />' In accordance with the San Joaquin County Environmental Health Division's(EHD)directive dated <br /> 18 December 2003,monitoring well MW-1 and domestic well DW-1 were monitored and sampled <br /> during the fourth quarter 2005 Background information, well installation and ground water <br /> monitoring procedures for the site are summarized in the AGE-prepared documents, Preliminary <br />' Investigation and Evaluation Report, dated 15 September 1999,Monitoring Well Installation Work <br /> Plan, dated 23 May 2001 and Monitoring Well Installation & Quarterly Report - Third Quarter <br />' 2001, dated 26 November 2001 Ground water data from November 1999 to the present is <br /> summarized In the tables of this report <br />' . 2.0. PROCEDURES <br />' On 08 December 2005, a sample was collected from MW-1 and the on-site domestic well (DW-1) <br /> Field work was performed in accordance with the Central Valley Regional Water Quality Control <br /> Board(CVRWQCB)and EHD guidelines for the investigations of underground storage tank(UST) <br />' sites and sampling ground water monitoring wells, respectively <br />' -21 WELL MONITORING AND EVACUATION <br /> On 08 December 2005, a Solinst water level meter was used to measure the depth to ground water <br />' relative to the tops of the well casings in wells MW-1,MW-2,MW-3 and MW-4 The ground water <br /> elevation in wells MW-1,through MW-4 and ground water flow direction for the site were <br />' determined from the data collected (Table 1) <br /> After measuring ground water depths,a dedicated,disposable plastic bailer was used to purge MW-1 <br />' of standing water Minimal ground water was encountered in well MW-1, the well was purged for <br /> sampling purposes only Two volatile organic analysis(VOA)vials of groundwater were purged and <br /> collected from well MW-1 The field log is included in Appendix A <br />' In addition, the on-sit domestic well was purged and sampled To purge the large domestic well, <br /> a drain valve was ope, �d on the water storage tank and the pump was allowed to cycle on and off <br />' Advanced GeoEnvironmeatal,Inc <br /> I <br />