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• <br /> 1.0 EXECUTIVE SUMMARY <br /> Stratus Environmental, Inc (Stratus), on behalf of Mr Kashman Singh and Mr Dalwinder <br /> Dhoot, has prepared the following Site Conceptual Model (SCM) for Joe's Truck Plaza, located <br /> at 15600 Harlan Road, Lathrop, California (Figure 1) This SCM was prepared pursuant to a <br /> letter from San Joaquin County Environmental Health Department (SJCEHD) dated May 13, <br /> 2003, and a telephone conversation with SJCEHD on July 11, 2003 <br /> The purpose of this SCM is to integrate the hydrogeologic and chemical analytical data gathered <br /> to date to better understand the extent of petroleum hydrocarbon impact to soil and groundwater <br /> The model identifies transport and exposure pathways, and data gaps that require further <br /> characterization This SCM consists primarily of tables and figures that have been generated <br /> from previous site assessment activities, and provides a platform to communicate activity and <br /> progress The SCM is summarized in Table 1 <br /> The subject site is an active service station located at the southeast corner of J Street and Harlan <br /> Road in Lathrop, California Assessment activities began at this site in January 1997 One <br /> gasoline and three diesel underground storage tanks (USTs) located in two separate UST pits <br /> (Figures 2 and 3) were removed and replaced during site renovation activities in February and <br /> • October 1998 To date, 18 shallow (between 4 and 10 5 feet below ground surface [bgs]) <br /> assessment or compliance soil samples have been taken, 25 soil borings have been advanced, and <br /> 10 groundwater monitoring wells have been installed at this site or in its vicinity <br /> Geology beneath the site consists of interbedded layers of sand and silty sand to approximately <br /> 13 to 18 feet bgs Underlying these sand layers is a hard clay layer extending to at least 22 feet <br /> bgs Laterally, this clay unit appears continuous underneath the site except in the vicinity of the <br /> former northern underground storage tanks, where the clay unit was not encountered to 20 feet <br /> bgs The lateral and vertical extent of the hard clay Iayer has not been completely evaluated <br /> Underlying the hard clay unit, another stratum of silty sand and another stratum of hard clay was <br /> encountered at depths of 22 to 28 and 28 to 30 feet bgs, respectively The vertical and lateral <br /> extents of these strata have not been evaluated beneath this site It appears that the sand units <br /> above and below the clay are in hydrologic communication <br /> Quarterly groundwater monitoring and sampling began in February 2000 Groundwater flow is <br /> generally northeast to east beneath the site at gradients ranging from 0 00083 to 0 0015 ft/ft <br /> Groundwater has been encountered from 6 to 10 feet bgs, has fluctuated 1 to 2 feet between <br /> monitoring events, and does not seem to exhibit seasonal fluctuation <br /> Total petroleum hydrocarbons as diesel (TPHD), benzene, and methyl tertiary butyl ether <br /> (MTBE) have been reported in soil samples collected during compliance sampling and <br /> assessment activities at the study site The highest concentration of TPHD (1,000 milligrams per <br /> kilogram [mg/Kg]) was reported in a preliminary assessment sample collected at a depth of <br /> P Voe's Truck Plaza\Reports\SCM_09-2003Uoes truck plaza SCM doc Page 1 STRATUO <br />