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Quarterly Report - Fourth Quarter 2004 ; <br /> RIPON FARM SERVICE <br /> ' 22871 South Highway 99, Ripon, California <br /> ' 1.0. INTRODUCTION <br /> At the request of Mr. Allan Fetters, Advanced GeoEnvironmental, Inc. (AGE) has prepared this <br /> ' report of environmental activities conducted at 22871 South Highway 99, Ripon, California (the <br /> site). The location of the site and its surroundings are illustrated on Figure 1. Structures,monitoring <br /> well and remediation well locations associated with the site are depicted on Figure 2. <br /> This report documents the performance of the quarterly ground water monitoring event on <br /> 21 October 2004, and performance of a soil-vapor extraction rebound-response test. Background <br /> ' information, including details of previous site assessment work, is presented in Appendix A. <br /> ' 2.0. PROCEDURES , <br /> ' Quarterly ground water monitoring activities were conducted on 21 October 2004;monitoring wells <br /> MW-1 through MW-5 were monitored and sampled. In addition, a soil-vapor extraction (SVE) <br /> rebound-response test was performed at the site in October 2004. <br /> ' • All field work was performed in accordance with Central Valley Regional Water Quality Control <br /> Board (CVRWQCB) guidelines for the investigation of underground storage tank (UST) sites. <br /> ' Ground water monitoring and sampling was performed in accordance with San Joaquin County <br /> Environmental Health Department (EHD) guidelines for the sampling of ground water monitoring <br /> wells. <br /> 2.1. WELL MONITORING AND EVACUATION <br /> ' 'A Solinst water level meter was used to measure the depth to ground water in on-site wells MW-1 <br /> p - <br /> through MW-5 relative to the tops of the well casings. The total depth of each well was also <br /> ' measured, after sediment was removed from the well casing. The ground water elevations and <br /> gradient were determined from these data (Table 1). <br /> ' After recording water level measurements, disposable plastic bailers were used to purge the wells ' <br /> of standing water.Approximately 3 to 4 gallons of water(a minimum of 3 casing water-volumes per , <br /> ' well)were removed from wells MW-1 and MW-3 through MW-5;well MW-2 was purged near-dry <br /> after 2 gallon of water was removed.Ground water temperature,pH and conductivity were measured <br /> at regular intervals during purging using an Oakton water analyzer. Purged ground water was <br /> containerized in properly labeled Department of Transportation (DOT)-approved 55-gallon drums <br /> and was stored on-site. Field sheets and data are included in Appendix B. <br /> ' Advanced GeoEnvironmeotal,Idc. <br />