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i <br /> i <br /> Remedial Action Plan Addendum January 14, 1993 ; <br /> 1 1. <br /> Southland Store No. 20304, 455 Grant Line Rd., Tracy, CA 2 <br /> soil and groundwater quality by HLA revealed that both soil and groundwater had been degraded <br /> with hydrocarbon concentrations exceeding state cleanup levels.2'3 In 1989, the USTs and <br /> ancillary pumps and pipes were removed. Additional subsurface assessment since 1989 has <br /> indicated that remedial action is necessary to meet hydrocarbon concentrations acceptable to the <br /> State of Cal'rfomla". <br /> i <br /> 1.2 Site Conditions <br /> i <br /> Since 1986, 16 groundwater monitoring wells have been installed at the site, two of which were <br /> abandoned during tank removal activities (Figure 2). In 1986, when the leak was discovered, <br /> approximately 2 gallons of separate-phase product were balled from monitoring wells adjacent to the <br /> tank pit. Since that time no separate-phase product has been measured, although a sheen in wells <br /> Immediately adjacent to and east of the tank pit (MW-9 and MW-10) has been intermittently <br /> documented. Groundwater monitoring has been conducted on a quarterly basis since 1986. A <br /> summary of the soil and groundwater conditions is presented in the following sections. For detailed i <br /> information refer to the documents footnoted in Section 1.1. <br /> t <br /> 1.2.1 Unsaturated Zone <br /> i � <br /> Lithofogy. The site is underlain by interbedded stiff clays and silty to sandy clays to a depth of at <br /> least 15 feet below grade. These soils are well consolidated and are estimated to have low to very <br /> low permeability. <br /> Hydrocarbon Distribution. Hydrocarbon analyses of soil samples collected during site <br /> investigations suggest a preferential distribution of hydrocarbons in the vadose zone soils primarily <br /> east and northeast of the former tank pit. The distribution appears to correspond to the direction of <br /> groundwater flow, which is generally to the northeast across the site with an isolated easterly <br /> = trending trough that passes through the central area of the site. The primary location of <br /> s <br />�4 <br /> 2 Soil as Survey Interim Rego , June 28, 1988 <br /> 3 Monitorina Well Installation Report, August 25, 1988 <br /> 4 <br /> Problem Assessment Report, January 10, 1989 <br /> j <br /> R3263A1.5LL <br /> GROUNDWATER <br />�h <br /> TECHNOLOGY,INC. <br />