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Site Background Information <br /> CONTINENTAL GRAIN COMPANY <br /> 1805 Harbor Street, Stockton, California <br /> INTRODUCTION <br /> This document includes the site background information for the Continental Grain Company,located <br /> at 1805 Harbor Street,Stockton,California,as it was presented by Huff&Huff,Inc.,Environmental <br /> Consultants (Huff& Huff) in their report entitled Quarterly Ground Water Monitoring Report: <br /> January - March 2005, dated 29 April 2005. <br /> BACKGROUND <br /> The project site is located in Stockton, California south of the Port of Stockton's Deep Water <br /> Channel (Figure 1). The site is an active grain storage and transportation facility currently occupied <br /> by the Penny-Newman Grain Company. The subsurface material underlying the site consists <br /> primarily of fine-grained(e.g.,clay and silt)material with zones of sand.The uppermost fine-grained <br /> clay and silt material exists from ground surface to a depth of approximately 15 feet below surface <br /> grade (bsg) under which lies a zone composed primarily of sand-sized material to a depth of <br /> approximately 41 feet bsg. An approximately 5-foot thick clay zone is reported to exist from <br /> approximately 41 feet to 46 feet bsg followed again by sand-sized material to a depth of <br /> approximately 52 feet bsg, which is the total depth of the explored site. Measured depth to ground <br /> water in the area of the former underground storage tank (UST) has ranged from 7.97 feet to <br /> 14.29 feet below bsg (off-site ground surface elevations near MW-5 and MW-6 are approximately <br /> 4 feet to 5 feet lower than the site, and corresponding depth to water measurements vary <br /> accordingly).The direction of the horizontal hydraulic gradient ranges from approximately southeast <br /> to southwest. <br /> One 10,000-gallon UST used for the storage of petroleum fuel was removed from the site on <br /> January 22, 1998 under the supervision of the San .Joaquin County Environmental Health <br /> Department(EHD). Soil and ground water assessment activities,including the drilling and logging <br /> of soil borings and the installation of ground water monitoring wells, were performed beginning in <br /> October 1997 by ATC Associates, Inc. and by Haley and Aldrich, Inc. on behalf of Conti. <br /> Seven(7)ground water monitoring wells(MW-1 through MW-7)have been installed at the site and <br /> quarterly ground water monitoring activities have been performed since 1998. Monitoring wells <br /> MW-1 through MW-6 have 20-foot well screens and are screened between depths of approximately <br /> 5 feet and 28 feet bsg.Monitoring well MW-7 is screened across an approximately 30-foot to 35-foot <br /> depth interval. <br /> Ground water samples collected from monitoring wells installed within the affected soil area(MW-2 <br /> through MW-4) have consistently been reported by analytical. laboratories to be impacted by <br /> petroleum-fuel related analytes including total petroleum hydrocarbons quantified as diesel(TPH-d). <br /> Advanced CeoEnvironmental,Inc. <br />