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SUBSURFACE INVESTIGATION REPORT <br /> BEACON STATION NO. 502 <br /> 35 NORTH CHEROKEE LANE <br /> LODI, CALIFORNIA <br /> DELTA PROJECT NO. 40-92-813 <br /> 1 <br /> 1.0 INTRODUCTION <br />' Delta Environmental Consultants, Inc. (Delta), was authorized by Ultramar Inc. (Ultramar) to conduct <br /> an investigation of soil conditions at Beacon Station No. 502, located at 35 North Cherokee Lane, Lodi, <br /> San Joaquin County, California (Figure 1). The investigation was intended to confirm remediation of <br /> petroleum hydrocarbons in the soil beneath the site, and was performed in accordance with the <br />' Proposed Closure Plan, dated January 8, 1993, and prepared by Delta. This report presents the results <br /> of our findings. <br /> 2.0 SITE BACKGROUND INFORMATION <br /> The presence of petroleum hydrocarbons in soil beneath the site was detected during lining of <br /> underground fuel storage tanks in 1987. Since that time, investigative activities at the site have included <br /> the installation of five ground water monitoring wells, measurement of water table elevations in the wells <br /> to determine ground water flow direction, and sampling of the wells to evaluate ground water quality. <br /> Remedial activities have included the installation of a soil vapor extraction system, which has been in <br /> operation at the site since 1989. The system applies a vacuum to two of the ground water monitoring <br /> wells and four vapor extraction wells: Site facilities are illustrated in Figure 2. <br />' 3.0 FIELD INVESTIGATION <br /> On April 29, 1993, three soil borings were advanced to a depth of 50 feet below grade in the vicinity of <br /> the underground fuel storage tank location. Soil boring SB-1 was drilled at an angle of 35° from vertical <br />' in order to collect soil samples from below the underground fuel storage tanks. Soil borings SB-2 and <br /> SB-3 were drilled adjacent to the underground fuel storage tank location to the south and north, <br />' respectively. Methods used to drill and sample the soil borings are described in Appendix A. Locations <br /> of the soil borings are shown in Figure 2. <br /> Soil samples were collected from each boring at 5-foot vertical intervals and were field-analyzed for the <br /> presence of organic vapors with a photoionization detector (PID). Native soils encountered were <br /> } generally sand or silty sand from the surface to depths of 14 to 22 feet, silt, sandy clay, or clayey sand <br /> RPT 103.S]H <br /> r <br />