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GEOMATRIX <br /> • <br /> Mr. Robert Mihalovich <br /> Chevron Environmental Management Company <br /> April 3, 2002 <br /> Page 4 <br /> Screening-Level Health Risk Assessment <br /> In 1998, Geomatrix conducted a Screening-Level Health Risk Assessment (HRA) using historical <br /> soil and groundwater data collected at the site. Petroleum constituents (BTEX and PAHs)were <br /> not detected in groundwater, therefore soil data was evaluated with respect to risk based criteria. <br /> Soil data were compared to residential PRGs for industrial site use. The results of the Screening- <br /> Level HRA indicate that concentrations of petroleum constituents are not sufficient to pose an <br /> unacceptable risk under a industrial land use scenario. Furthermore, it is possible that the con- <br /> centrations of these constituents are not sufficient to pose an unacceptable risk under a residential <br /> land use scenario. A quantitative evaluation of the data with respect to residential land use was <br /> not possible due to the elevated detection limits of the PAH data. <br /> WORK PLAN TO ADDRESS DATA NEEDS <br /> Based on a review of previously conducted investigations, additional data is needed to fulfill the <br /> requirements of the 2001 CTA and current RWQCB requests. Specifically, soil data regarding the <br /> presence of residual petroleum at depth is required to better define the vertical extent of petro- <br /> leum-affected soil in the area of MW-1. Additionally, soil data regarding the presence of PAHs in <br /> shallow soil is also required to evaluate the potential health risks associated with residential <br /> development of the property. <br /> Groundwater quality regarding the presence of TPHd above WQOs is based on two sampling <br /> events, therefore, additional monitoring is required to evaluate the consistency of groundwater <br /> data at the site. Additionally, data regarding the downgradient extent of groundwater exhibiting <br /> concentrations of TPHd as detected without silica gel preparation is required. <br /> To address these data needs, we recommend additional soil and groundwater sampling at the site. <br /> Outlined below is a description of these activities. Proposed soil and groundwater sampling loca- <br /> tions are shown on Figure 4. <br /> Soil Sampling and Groundwater Sampling Activities <br /> To better define the vertical extent of residual petroleum, one boring (SB-9, Figure 3)will be <br /> drilled between SB-2, SB-8, and MW-1 to a depth below the evidence of residual petroleum in <br /> soil, which is estimated to be between 60 to 70 feet bgs. A soil sample will be collected from the <br /> terminus of boring SB-9 and analyzed for TPH quantified as crude (TPHc), BTEX, and PAHs to <br /> evaluate the vertical extent of petroleum constituents. <br /> Three additional borings (SB-10 through SB-12; Figure 3)will be advanced to a depth of 10 feet <br /> bgs within the area of petroleum affected soil to assess the presence of PAHs in shallow soil. Soil <br /> samples will be collected from SB-9 through SB-12 from near surface (i.e., 1 to 2 feet bgs) and <br /> shallow soil (i.e., 5 and 10 feet bgs)to evaluate the presence of BTEX and PAHs for risk assess- <br /> ment purposes. Samples of shallow soil also will be analyzed for TPHc for informational pur- <br /> poses. <br />