Laserfiche WebLink
Y <br /> Chevron if S A Products Company April 8, 1992 <br /> 02320 2241 Page 3 <br /> a traffic-rated street box with a water-tight bolted lid Well construction details are shown in the drill logs <br /> in Appendix A <br /> The monitoring wells were developed by hand bailing approximately three to five well volumes of <br /> water to remove fine-grained sediments from the well and filter pack <br /> 34 GROUNDWATER MONITORING AND SAMPLING <br /> On March 11, 1992, groundwater monitoring was performed at the Chevron site and the Atlantic <br /> Richfield Company (ARCO) service station south of West Benjamin Holt Drive, in coordination with ARCO <br /> consultant Brown and Caldwell Monitoring wells were gauged again on March 17, 1992 during the required <br /> quarterly monitoring and sampling event (Table 1) The monitoring wells were gauged using an Oil Recovery <br /> Systems (ORS) INTERFACE PROBE Well Monitoring System that utilizes a dual optical sensor and <br /> conductivity probe to distinguish between water and petroleum liquids Prior to groundwater monitoring and <br /> sampling, the wellheads were surveyed (Appendix B) <br /> Quarterly groundwater sampling was conducted on March 17, 1992 and included the collection of <br /> groundwater samples from the two newly installed monitoring wells (MW-6 and MW-7) Prior to sampling, <br />. the monitoring wells were purged until pH,temperature and total dissolved solids (TDS) readings stabilized <br /> Field measurements of pH, temperature and TDS are provided in Appendix B Groundwater samples were <br /> collected using a Teflon" sampler cleaned with an industrial detergent and distilled water Prior to the <br /> collection of the water samples, a rinsate blank from the Teflon" sampler and a trip blank were collected for <br /> quality assurance/quality control purposes Each sample was acidified, labeled, and placed on ice in an <br /> insulated container for delivery under chain-of-custody manifest to Superior Precision Analytical laboratories <br /> Groundwater samples were analyzed for TPH-G and BTEX by modified EPA methods 5030/8020/8015 <br /> All water generated during the purging process was transferred into a DOT-approved purge water <br /> trailer and transported to the Chevron refinery to Richmond, California for recycling <br /> 40 SITE CONDITIONS <br /> 41 HYDROGEOLOGY <br /> The site is located in the northern part of the San Joaquin Valley at an elevation of approximately <br /> three feet above mean sea level The valley fill consists of late Mesozoic through Eocene dominantly marine <br /> sedimentary rocks overlain by late Tertiary and Quaternary non-marine deposits In the Stockton area, the <br /> late Cenozoic deposits are approximately 3,000 feet thick and generally consist of alluvial gravel, sand, silt, <br /> and clay The non-marine sedimentary units are generally fresh-water-bearing in the area of the valley east <br /> and southeast of Stockton, but brackish or saline water occurs in these sediments in the delta�harea west <br /> 2241SUM1 RPT JL1041, GROUNMATER <br /> TECHNOLOGY INC <br />