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QUARTERLY REPORT <br /> Western Lift <br /> 3430 South El Dorado Street <br /> Stockton, California <br /> September 1994 <br /> 1.0 INTRODUCTION <br /> In accordance with a request from Mr. John Urrutia of the Bank of Stockton, Geological <br /> Audit Services, Inc. (GeoAudit) has prepared this Quarterly Report of groundwater <br /> monitoring procedures at 3430 South El Dorado Street in Stockton, California (the site). <br /> The location of the site is illustrated in Figure 1. A plan of the site is illustrated in Figure <br /> 2. <br /> 2.0 BACKGROUND <br /> 2.1 Site Location <br /> 1 The site is located in a flat industrial area south of Stockton (Figure 1). The facility consists <br /> of a large warehouse and adjoining office and exterior fenced parking/delivery area (see <br /> Figure 2). Cutter Lumber is located to the north of the site, and currently manufactures <br /> wooden pallets. <br /> 2.2 UST Removal <br /> Three underground tanks were removed from the delivery area in June of 1991. Total <br /> petroleum hydrocarbons (TPH as gasoline) was detected in three of the seven soil samples <br /> collected from the excavation, indicating that an unauthorized release of hydrocarbons had <br /> occurred. The San Joaquin County Public Health Services - Environmental Health Division <br /> (PHS/EHD) required an assessment of the site. Sample results from the UST removal were <br /> summarized in the Site Contamination Workplan dated July 24, 1991. <br /> r2.3 Excavation <br /> The assessment of the site was performed in two phases. Each phase consisted of <br /> overexcavation followed by the collection and analysis of soil samples from the walls and <br /> floor of the excavation.The excavation phases and sampling are described in the Preliminary <br /> I Investigation and Evaluation Report (PIER, December 11, 1991, prepared by GeoAudit). <br /> On May 1, 1992, backfilling of the excavation was completed. The excavation was backfilled <br /> to grade with pea gravel. <br /> 0-66;-1,.&S—i— 1 <br /> Wnlen Lib QRV16947-1.10 <br />