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(:VATC <br /> A S S O C I A T E S I N C <br /> -60 detected in well MW2. Well MW was installed with the top of screen below the groundwater <br /> table. During the last monitoring event, only MTBE was detected in well MW 1. To perform <br /> mass balance calculations, ATC averaged the concentrations of petroleum hydrocarbons detected <br /> in well MW 1 from all five monitoring events in addition to the concentrations detected in nearby <br /> soil probe boring SP-l. The total mass of dissolved TPHg present in the saturated zone is <br /> estimated to be less than one pound. The total mass of BTEX present in the groundwater is <br /> estimated to be less than one pound. The total mass of MTBE present in the groundwater is <br /> estimated to be less than one pound. Mass balance calculations are included in Appendix D. <br /> 5.0 GROUNDWATER RECEPTOR SURVEY <br /> ATC reviewed Department of Water Resources (DWR) groundwater well construction logs, and <br /> conducted a site walk in the vicinity of the site to identify any groundwater wells located within <br /> 2,000-foot radius of the site. The description information provided on the well construction logs was <br /> used to locate the wells on a vicinity map according to "well location". Based on the DWR records, <br /> no wells were located within approximately 2,000 feet of the site. A site map showing the survey <br /> area is presented on Figure 7. Available well construction logs are contained in Appendix C. <br /> During a visual inspection of the survey area by ATC, a well was located adjacent and west of the <br /> property at 1230 Jackson Street, approximately 1,600 feet northwest of the site. The well is <br /> owned by California Water Service Co. No log for this well was found during the DWR record <br /> search. The well location is shown on Figure 7. <br /> L 6.0 ASTM TIER 2 RBCA EVALUATION <br /> A human health risk assessment (HHRA) study was performed to address potential significant <br /> `-' health risks associated with petroleum hydrocarbons at the subject site. An American Standard of <br /> Testing Materials (ASTM) standard RBCA Tier 2 evaluation was performed following ASTM <br /> Standard E 1739-95 and the Tier 1 and Tier II Guidance Manuals for Risk Based Corrective <br /> Action published by Groundwater Services, Inc. (GSI) of Houston, Texas (GSI, 1995). <br /> 6.1 Exposure Pathway Evaluation <br /> Evaluation of the exposure pathways is the first step in the RBCA analysis. There are four steps <br /> used to determine which exposure pathways are valid for the site. These steps are described <br /> below. <br /> Secondary Sources <br /> The first step is to identify the sources of contamination. The primary source of the <br /> contamination at the site is the former gasoline UST. There are five potential secondary sources <br /> that must be evaluated when performing a"CA analysis: <br /> w-.\62574.05\rcporu\rlos=-FS3.doc 5 <br />