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v <br /> 7J%TC <br />' A S S O C I A T E S I N C <br /> feet bgs which contained only trace or nondetectable concentrations of petroleum hydrocarbons <br /> Total lead was detected at 5 5 mg/kg in the soil sample collected from SB 1 at 25 5 feet bgs <br />' Neither benzene, fuel oxygenate additives, nor VOCs were detected above laboratory method <br /> detection limits in any of the soil samples analyzed Soil analytical results are summarized in <br /> Table 1 <br />' Petroleum hydrocarbon constituents, including TPHg and BTEX, were detected in initial <br /> groundwater grab samples collected from borings SB 1 and SB2 Only benzene, which was <br />' reported at concentrations of 7 6 ug11 and 12 ug/l, exceeded California's Maximum Contaminant <br /> Level (MCL) for drinking water <br /> In correspondence dated October 9, 1998, San Joaquin County Public Health Services, <br /> Environmental Health Division (PHD/EHD) requested additional work be performed at the <br />' project site <br /> On June 15 and 16, 1999, a total of three soil borings (MW 1 through MW3) were advanced at <br /> the site in the vicinity of the"closed" or former underground storage tanks (USTs) to evaluate the <br />' lateral extent of petroleum affected soil and groundwater Following soil sample collection the <br /> borings were completed as groundwater monitoring wells The initial sampling of the on-site <br /> wells indicated that only low levels of petroleum hydrocarbons were present in MW1 This work <br /> is summarized in ATC's Summary Report of Supplemental Subsurface Investigation dated <br /> October 15, 1999 <br /> Since the installation of the groundwater monitoring wells in June 1999, three quarterly <br /> groundwater monitoring events have been performed at the site Concentrations of petroleum <br />' hydrocarbons have been consistently nondetect or very low The groundwater gradient has been <br /> predominantly east-southeast during these monitoring events Groundwater elevation data is <br /> summarized in Table 2 and copy of a gradient map representative of site conditions is included as <br /> Figure 3 <br /> 2.0 SUBSURFACE CONDITIONS <br /> 1 <br /> 2_1 Ge•lory <br />' The site is situated at an approximate elevation of approximately 43 feet above mean sea level, in <br /> the Great Valley geomorphic province The Great Valley province is a north-south elongated <br />' structural trough filled with sediment from marine and continental sources The continentally <br /> derived sedimentary deposits comprise the upper portion of the valley fill, and were deposited in <br /> fluvial, alluvial, and lacustrine environments <br /> 1 The site is situated on level terrain The soils at the property have been mapped by the United States <br /> Department of Agriculture (USDA), Soil Conservation Service as Archerdale Clay Loam This nearly <br /> tlevel map unit is formed in alluvium derived from mixed rock sources A few areas have been noted to <br /> w 114885V"rlslNFA-Request doc <br /> 2 <br />