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SECOND QUARTER 1996 <br /> GROUNDWATER MONITORING REPORT <br /> USA STATION#110 - STOCKTON <br /> MAY, 1996 <br /> 2.2 Monitoring Well Purging <br /> The monitoring wells were purged using a 2-inch diameter, submersible Grundfos groundwater <br /> ' pump, until a rrunimum of three equivalent well volumes of water were removed from each well <br /> Groundwater purged from the wells was placed into Department of Transportation (DOT) <br /> approved 55-gallon drums and stored on-site prior to disposal by USA To reduce the potential <br /> ' for cross contamination between wells, all purging and sampling equipment was washed in a <br /> trisodrum phosphate solution and rinsed in potable water prior to each usage During the <br /> groundwater purging operations,physical parameters such as pH, temperature and conductivity <br /> were monitored and recorded on field data sheets, which are included in Appendix A <br /> Groundwater purging was discontinued when the physical parameters indicated above appeared <br /> to stabilize in the purged groundwater <br /> 2.3 Groundwater Sampling <br /> P g <br /> Prior to sampling the wells were allowed to recharge to 80 percent of their initial static water <br /> levels (SWLs) Groundwater samples were collected from MW-1-P through MW-6-P using a <br /> new disposable bailer Samples were placed into the appropriate laboratory prepared containers, <br /> using proper sample handling and chairs-of-custody (COC)protocol established under applicable <br /> SW-846 procedures issued by the USEPA The samples were labeled with the date, time and <br /> identifying well number, then stored in a cooler at 4° Centigrade or less, and transported to a <br /> state certified laboratory under completed COC documentation <br /> 2.4 Groundwater Analyses <br /> Groundwater samples were analyzed for TPH G and D, BTEX and total organic lead using EPA <br /> methods 8015 modified, 8020 and 239 2,respectively The analyses were conducted by Sierra <br /> Laboratories, Inc (Sierra) a California State certified laboratory in accordance with state <br /> guidelines and EPA protocol <br /> 3.0 SUMMARY AND CONCLUSIONS <br /> ' The following sections discuss findings from the groundwater gauging and in samP lactivities <br /> g <br /> conducted on April 26, 1996 <br /> 31 Groundwater Flow and Gradient <br /> Groundwater data collected at the site indicates that the depths to groundwater ranges from 67 50 <br /> to 68 68-feet below ground surface (bgs) The corresponding groundwater elevations range from <br /> ' 42 09 to 43 07-feet below mean sea level (MSL) <br /> 2 <br />