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I <br />' 4. EVALUATION OF REMEDIAL ALTERNATIVES <br /> In the Request for No Further Remedial Action Report (ETIC 2001), an evaluation of remedial <br /> alternatives was presented to address site conditions and natural attenuation was proposed as the <br /> remedial alternative for the site A summary of remedial actions conducted at the site to date and <br /> a risk analysis were also presented In a letter to ExxonMobil dated 27 January 2003, the <br /> SJCEHD (1) denied the request of no further remedial action "based upon nsk-based corrective <br /> action (RBCA) analysis", (2) requested additional groundwater cleanup, and (3) requested <br /> vertical assessment of the hydrocarbon-impacted groundwater In a meeting with representatives <br /> from ETIC, the SJCEHD, and the RWQCB on 17 Apn12002, ozone sparging was suggested as a <br /> remedial alternative by a representative of the RWQCB <br /> Additional investigation to vertically assess hydrocarbon impact to groundwater is presented in <br /> Section 3 A more detailed evaluation of remedial alternatives inclusive of ozone, excavation, <br /> enhanced bloremediation, steam stripping, and dual-phase extraction is presented below <br /> I4.1 REMEDIAL GOALS AND OBJECTIVES <br /> Based on the California Code of Regulations (CCR), Title 23, Division 3, Chapter 16, Section <br /> 2725(g)(1), Corrective Action Plans for waters with current or potential beneficial use must <br /> propose Federal and State maximum contaminant levels (MCLS) as cleanup goals These levels <br /> are based on the unlikely scenario of an onsite receptor that would use or drink the groundwater <br />� . beneath the site Given the current land use in the vicinity of the site, groundwater development <br /> for potable supply is unlikely to occur in the near future Additionally, the experience of the <br /> environmental industry during cleanup efforts has shown that MCLS may not be economically or <br /> technically attainable with the technology currently available This is especially true for this site <br /> due to the mass of hydrocarbons that is present in fine-grained soil below the current <br /> groundwater level Typically, mass removal rates of groundwater remediation reach asymptotic <br /> levels prior to reaching MCLs As indicated by the monitoring results of SVE/AS and UVB <br /> remedial efforts already conducted, asymptotic levels were reached by remedial efforts If <br /> asymptotic levels are reached during the proposed remedial effort, further active remediation <br /> may not significantly change groundwater concentrations at rates any greater than natural <br /> processes Thus, if asymptotic mass removal rates of the proposed groundwater remedial <br /> alternative are reached prior to achieving BTEX MCLS, a risk management plan will be <br /> prepared <br /> The remedial goals and objectives for this project are (1) continued mass reduction of <br /> hydrocarbons in the subsurface and (2) continued control of the downgradient migration of <br /> dissolved phase hydrocarbons <br /> 4.2 SCREENING CRITERIA FOR CORRECTIVE ACTION ALTERNATIVES <br /> The selection of an appropriate remedial alternative for corrective action at the site is based on <br /> evaluation of the following criteria <br /> f II <br /> Cr\Prgects173942WASTER\WP1WP03031V;Nx d« 13 <br />