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• 2. SITE BACKGROUND <br />' 2.1 SITE LOCATION AND LAND USE <br /> Former Exxon RS 7-3942 is currently a vacant lot located on the southeast comer of the <br /> t intersection of North Pershing Avenue and Rosemarie Lane (Figure 2) Used oil and three <br /> grades of gasoline were stored in four underground storage tanks (USTs), which were removed <br />' from the site in July 1986 <br /> Land use in the vicinity of the site is primarily commercial and residential A Shell service <br />' station and a 7-Eleven food and gasoline service store are located on the southwest and <br /> northwest corners, respectively, of the intersection of North Pershing Avenue and Rosemarie <br /> Lane The Chateau Hospital convalescent home is located approximately 200 feet northeast of <br />' the site across Rosemarie Lane There is an apartment complex to the east of the site and a <br /> commercial building to the south Stagg High School is located approximately 1,500 feet <br /> southwest of the site <br />' <br /> 2.2 SITE GEOLOGY AND HYDROGEOLOGY <br />' The geology and hydrogeology of the site were evaluated using existing boring logs from <br /> previous site investigations and monitoring data The site is generally underlain by <br /> silty-to-clayey sediment to a total depth of approximately 50 feet below ground surface (bgs), <br /> with laterally generally discontinuous sand to silty sand lenses at approximately 10-20 feet bgs <br /> and at approximately 25-35 feet bgs Cross-sections are shown in Appendix A <br />' As presented on Figure 1, the nearest body of surface water is the Calaveras River, which is <br /> located approximately 2,000 feet south and upgradient of the site The East Bay Municipal <br />' Utilities District's March Lane Aqueduct piping is located approximately 1,000 feet north of the <br /> site <br />' The groundwater flow direction has generally been to the northeast with a historical average of <br /> N48E and an average gradient of 0 006 Historically, groundwater has been encountered at the <br /> site at depths ranging from approximately 13 to 41 feet bgs Groundwater has risen <br />' approximately 25 feet over time at the site, from -30 55 feet (40 70 feet bgs) in October 1992 to <br /> -5 24 feet (12 72 feet bgs) in June 2001 In December 2004 groundwater elevations ranged from <br /> -1178 feet (18 20 feet below top-of-casing) and -14 46 feet (22 54 feet below top-of-casing) As <br />' presented on the cross-sections, petroleum hydrocarbon impacted soil occurs between <br /> approximately 20 and 46 feet bgs Currently groundwater is at approximately 20 feet bgs, which <br /> means that these petroleum hydrocarbons entrapped in soil at the site are submerged <br /> 1 <br /> 2.3 PREVIOUS ENVIRONMENTAL ACTIVITIES AT THE SITE <br /> lo Between January 1987 and April 1988, groundwater monitoring wells MW1—MW7 were <br /> installed onsite, and wells MWS—MW10 were installed offsite Groundwater recovery wells <br /> 1 <br />' G 1Projects1739421MASTERI WPIIPR I20411PRtext doc 3 <br />