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PROJECT 02510.01 January 31, 1991 <br /> INTRODUCTION <br /> At the request of Ultramar Inc. (Ultramar) , a subsurface investigation <br /> was conducted at the subject site. This report presents a description of <br /> the investigation procedures, the results of the Soil Gas Survey and <br /> Performance Test, an interpretation of the results, and conclusions based <br /> on these findings. <br /> BACKGROUND <br /> The subject site is Ultramar Station No. 696, located at 800 East Highway <br /> 12 in Lodi , California. Extensive environmental investigative work has <br /> been performed at the site. Work has included drilling of soil borings <br /> and installation of groundwater monitoring wells in the boreholes. A <br /> vapor extraction system has been installed and operated at the site to <br /> remediate soils impacted by petroleum hydrocarbons. <br /> PURPOSE AND SCOPE <br /> The objectives of this investigation were to 1) define the extent of <br /> hydrocarbons remaining in the soil and determine the areas of highest <br /> concentrations of hydrocarbon vapors and 2) evaluate the feasibility of <br /> using vapor extraction for soil remediation at the subject site: These <br /> objectives were met through the completion of a Soil Gas Survey and <br /> Performance Test. <br /> All data collected in this investigation are considered confidential . and <br /> will not be .released to a third party without the- written consent of an <br /> authorized representative of Ultramar. <br /> PROCEDURES <br /> Soil Gas Survey <br /> The Soil Gas Survey was conducted January 29 and 30, 1991 at the subject <br /> site. Twenty-one existing groundwater monitoring wells were used for the <br /> investigation (Figure 1) . Soil gases were analyzed for total volatile <br /> hydrocarbons (TVH) during the Soil Gas Survey to 1) screen for the <br /> presence of hydrocarbon vapor and 2) delineate the extent of TVH impacted <br /> soils at the subject site. <br /> A vacuum was applied to each well to extract soil gas. One psi sample <br /> pressure was maintained during the analysis. Sample flow rate and <br /> instrument pressures were checked before each test. The soil gas was <br /> - 1 - <br />