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J <br /> EXECUTIVE SUMMARY <br /> This corrective action plan (CAP) serves as the framework for implementing a long-term <br /> strategy for remediation at former Chevron U S A Service Station 9-1918 Preparation of <br /> this CAP was accomplished considering all investigative and remedial data generated to date, <br /> as well as State Water Control Board Resolutions 68-16, 88-63, 92-49, and California Code <br /> of Regulations, Title 23, Chapter 16, Article 11 <br /> A review of all pertinent data was completed and summarized in a conceptual site model The <br /> model served as a basis for generating remedial objectives and associated response actions It <br /> was determined that the primary source of petroleum hydrocarbon residuals beneath the site <br /> was the former product storage and distribution facilities The secondary source of petroleum <br /> hydrocarbon residuals was identified as soil and groundwater impacted with weathered gaso- <br /> line The compounds of concern that distinguish the residual plume are the constituents of <br /> • gasoline, including benzene, toluene, ethylbenzene, and xylenes <br /> Subsequent to preparing the site conceptual model, site-specific environmental, public health, <br /> and safety goals were developed Site water quality (environmental) goals were identified for <br /> an area within a proposed compliance boundary, and at the proposed compliance boundary <br /> Within the proposed compliance boundary, water quality goals linked with using groundwater <br /> as a municipal supply were specified Background residual concentrations were specified as <br /> water quality goals at the proposed compliance boundary The site public health and safety <br /> goal was specified to eliminate the potential for exposure to, or use of impacted groundwater <br /> Predicated on the need to achieve the site-specific environmental, public health, and safety <br /> goals, groundwater and soil-based remedial objectives were established Appropriate <br /> response actions were identified and associated technologies were combined into remedial <br /> alternatives Two alternatives were evaluated (1) Soil Excavation and Off-site Disposal <br /> (Alternative 1), and (2) Soil Vapor Extraction/Bioventing (Alternative 2) Each alternative <br /> considered includes common components associated with addressing groundwater impact <br /> Technical, institutional, environmental safety, and economic criteria were used to evaluate the <br /> alternatives It was determined that Alternative 2 was the most feasible for long-term applica- <br /> tion Elements of Alternative 2 are <br /> • remedial investigation(plume delineation and off-site source search), <br /> 3201337B/1918REV ii August 31, 1995 <br /> i <br />