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Former Countryside Market,Stockton, California <br /> Feasibility Study and Interim Remedial Action Plan May 20,2013 <br /> 2.0 SITE BACKGROUND AND PHYSICAL SETTING <br /> The following sections present a discussion of the Site background and phy ical setting. <br /> 2.1 Site Location and Description <br /> The City of Stockton is centrally located in San Joaquin County in the north end of the San Joaquin <br /> Valley. The Site is located in eastern San Joaquin County, approximately two miles east of the city <br /> limits of Stockton, and southeast of the intersection of Copperopolis Road and Tulsa Road. The Site <br /> vicinity is primarily a rural residential and agricultural area. The Site is vacant, with the current owner <br /> occupying a single-family residence on a separate parcel of land irectly south of the Site. <br /> Countryside Market, a former gasoline service station and convenience tore, occupied the property <br /> until approximately 1993. The property has been vacant since early 1993 <br /> 2.2 Site Geology/Hydrogeology <br /> The Site (Figure 2) lies approximately six miles east of Stockton's city center at an elevation of 52 feet <br /> above mea sea level. Results from prior investigations indicate fine alluvial sediments consisting of <br /> predominantly sandy clay and clayey sand are present at the Site and surrounding area to depths of <br /> approximately 105 feet below ground surface (bgs), with relatively coarser grained lithologies interbedded <br /> at depths ranging from approximately 65 to 105 feet bgs. Boring logs for all of the existing monitoring <br /> wells(MW-1 through MW-7), and soil borings SBA and SB-2, are provided 3s Appendix A. Groundwater <br /> was initially encountered at approximately 92.5 to 93 feet bgs during drilling activities, and has ranged <br /> from approximately 88.5 to 94.5 feet below top of casing (ft-toc) since J nuary 2012. The available <br /> elevation and potentiometric surface data indicates that groundwater gen;rally flows in a northeastern <br /> direction at a gradient of approximately 0.003 feet per foot (ft/ft), which is consistent with historic <br /> conditions. <br /> 2.3 Previous Site Investigations <br /> In March 1993, Stockton Service Equipment Company removed two ,000-gallon leaded-gasoline <br /> underground storage tanks (USTs) from the property. Four soil samples (TK1N, TK1S, TK2N, and <br /> TK2S) were collected from beneath the USTs at depths of approximately 7.5 feet bgs. The samples <br /> were analyzed for total petroleum hydrocarbons as gasoline (TPHg), ben Earle, toluene, ethylbenzene, <br /> and xylenes (BTEX compounds), ethylene dibromide (EDB), and total lec d. TPHg was detected in all <br /> four samples at concentrations ranging from 770 to 6,500 milligrams per kilogram (mg/kg). The <br /> excavated soil was subsequently returned to the excavation, and no investigation was performed <br /> (UEC, 2001). <br /> In October 1995, approximately 40 cubic yards of hydrocarbon-imps ed soil was excavated and <br /> replaced with clean backfill. The former UST pit was excavated to 11 end 13 feet bgs. Soil sample <br /> CM-1-13 collected from the bottom of the excavation indicated TPHg, benzene, toluene, <br /> Feuibilq 5"&IRAP Te#Fnal. o 2-1 The Source Group,Inc. <br />