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S . <br /> � The surface material is predominantly asphalt with some surface concrete in the <br /> " vicinity of the gasoline USTs and pump islands. <br /> r: u <br /> 2.3 Site History <br /> Exxon Retail Location Number 7-3330 was constructed in 1968. All underground <br /> t storage tanks (USTs) on the property are the original tanks; no tanks have been <br /> excavated or replaced to date. Currently, the station is not in service for retail fuel sales; <br /> station operations were suspended in late February 1991. A protective chain-link fence <br /> E 8 was scheduled to be erected at the property on 4 March 1991. <br /> 2.4 Regional Geology/Hydrology and Water Usage <br /> The site is located in the San Joaquin Valley portion of the Central Valley of <br /> ts comprise the major aquifer known as <br /> California, where continental alluvial deposimel, <br /> Central Valley Aquifer System. These deposits consist predominantly of sand, gra <br /> zt silt, and clay lenses, with the finer-grained sediments making up more than 50 percent of <br /> the sequence. <br /> The climate is and to semi-arid, with annual precipitation ranging from 5 to 14 inches <br /> in the San Joaquin Valley. Prior to groundwater development in the Valley,recharge was <br /> " lied primarily by streams entering the Valley from the eastern and northern side. <br /> su <br /> Most discharge of the aquifer system occurred as evapotranspiration or seepage to <br /> streams in the central part of the valley. <br /> y <br /> art to a high <br /> The recent intensive groundwater development has been due in large p <br /> i level of agricultural activity sustained by a combination of heavy groundwater pumpage <br /> and large imports of surface water. This importation of surface water, primarily into 'he <br /> E western part of the valley beginning in 1968, largely replaced the groundwater pumpage• <br /> The principle source of recharge is now infiltration and percolation of imported surface <br /> waters applied to irrigated lands. Most aquifer discharge is now from pumping wells <br /> rather than by natural discharge as streamflow or evapotranspiration- <br /> 3.0 PROPOSED WORK <br /> 3.1 Introduction <br /> The proposed initial site investigation to be performed at Exxon Retail Location <br /> Number 7-3330 includes a scope-of-work that consists of the following tasks: <br /> permits,utility clearances, and site-access permission; <br /> 1. Obtaining all necessary pe Y . <br /> 2. Installation of 3 borings to an approximate depth of 40 feet. Fou'-inch monitoring <br /> wells will be installed where groundwater is encountered, and the wells will be <br /> designed to monitor the free-water table in order to intersect light non-aqueous <br /> phase liquids(LNAPLS); <br /> 3. Collection of soil samples from each boring at least every 5 feet throughout the <br /> unsaturated zone. One or more samples from each boring will be submitted for <br /> laboratory analysis for total petroleum hydrocarbons (T-PH), and for the fuel <br /> constituents benzene,toluene, xylene, and ethyl benzene (BTX&E); <br /> -5- <br /> i , <br /> + 02-32,R1 318191 <br />