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5.3 Recommended Remedial Alternative <br /> According to CCR Title 23, Chapter 16, Article 11, at least two alternatives must be identified <br /> and evaluated for restoring or protecting beneficial water uses. In addition, each alternative <br /> must be designed to mitigate nuisance conditions and risk of fire or explosion. Two alterna- <br /> tives were considered below. <br /> 5.3.1 Alternative 1: Natural Attenuation <br /> This alternative consists of the following elements: (1) complete downgradient plume defini- <br /> tion, (2) groundwater monitoring, and (3) preparation and implementation of a contingency <br /> plan that includes engineered health and safety management controls. Remediation <br /> monitoring is an aspect of the existing site remediation program, and will continue to be a key <br /> aspect of any remedial alternative. In addition to the current monitoring program, remediation <br /> monitoring would be performed to maintain compliance with any implementation permits, and <br /> to evaluate progress toward attaining the remedial objectives including the collection of <br /> groundwater parameters to verify that intrinsic bioremediation is occurring. Also, monitoring <br /> will be used to demonstrate plume containment and to monitor and document the presence of <br /> chlorinated compounds in groundwater beneath the site. <br /> Engineered health and safety management controls will be used to reduce the possibility of <br /> exposure to petroleum hydrocarbon-affected groundwater at, or from, the site. Currently, <br /> access to hydrocarbon-affected groundwater is controlled by sampling protocol and general <br /> plume location. Long term site occupancy by Chevron operating a service station will dictate <br /> land use and will preclude any public use or contact with groundwater. <br /> 5.3.2 Alternative 2: SVE/Air Sparging with Treatment <br /> In addition to groundwater monitoring, engineered health and safety management controls and <br /> plume definition, this alternative includes: (1) design and installation of SVE and sparge <br /> systems, designs would utilize existing wells when possible; and (2) subsurface injection of <br /> compounds found to be limiting bioreclamation (other than introduced by SVE and sparging). <br /> This alternative would include additional design and abatement due to the presence of the <br /> chlorinated compounds which occur beneath the site. <br /> Application of this alternative would require installation of a SVE system and integral sparge <br /> system. Given the thickness of the capillary-fringe soils, the SVE well field would be installed <br /> utilizing vadose wells screened in hydrocarbon impacted areas. Sparge points, equipped with <br /> approximately 2 feet of screen, would be installed so that the top of the screened section <br /> would be approximately 5 feet below the average groundwater surface. Operation of the <br /> 3201357B/CAPREVI 13 June 29, 1995 <br />