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line network that conveys gas to the flare stations at the south end of the site for <br /> incineration. <br /> As currently proposed, enhancements to the landfill gas extraction system would include <br /> construction of seven additional vertical extraction wells, including two that will be located <br /> in the waste in Caltrans property. These wells will be connected to the existing header <br /> network. According to the County, the current blower and flare station have sufficient <br /> capacity to accommodate additional gas extracted from these wells. These wells will be <br /> drilled to depths ranging from 25 to 40 feet (Table 9A). Approximately 400 feet of additional <br /> landfill gas pipe would be added to existing system. Wells and header pipelines will be <br /> buried to avoid damage by vehicular traffic and post-closure maintenance activities (Figure <br /> 8) <br /> The cost of enhancing the LFG collection system is estimated to be $97,776 (Table 9B). <br /> Operations and maintenance (O&M) costs associated with this system are approximately <br /> $29,484 (Table 9C). <br /> Note that the following alternatives would be considered if the extension of the cover and <br /> enhancement of the landfill gas system are not successful at reducing VOC concentrations in <br /> the shallow aquifer (see Figure 12). <br /> 4.3 NO. 3: IN-SITU AIR SPARGING/VAPOR EXTRACTION SYSTEM <br /> An in-situ air-sparging/vapor extraction system (IAS/VES) relies on injected air to strip VOCs <br /> from groundwater, and an applied vacuum within the vadose zone to remove the stripped <br /> VOCs. Literature suggests that in relatively permeable soils the radius of influence of air- <br /> injection wells is approximately equal to the thickness of the aquifer. For the CHSL, the <br /> approximate saturated thickness of the shallow aquifer is 25 feet. Depending on the <br /> effective porosity of the Corcoran Clay, this efficiency could be greatly limited at the CHSL. <br /> Although actual implementation of an IAS system would require pilot testing, for purposes of <br /> this EFS, a 25-foot spacing was assumed to be sufficient to ensure adequate overlap <br /> between the injection wells (Table 10A; Figure 9). <br /> IAS/VES is a viable technology for VOC reduction in the plume area. A conceptual IAS/VES <br /> well array is proposed along the point-of-compliance to intercept VOC-impacted <br /> groundwater and minimize the potential for offsite migration. Based on this distribution of <br /> VOCs and the required spacing of IAS/VES wells necessary to provide overlap, a total of <br /> approximately 37 IAS and 37 VES wells would be required. IAS and VES wells will be two <br /> Engineering Feasibility Study Geo-Logic Page ■ 23 <br /> Corral Hollow Sanitary landfill ASSOCIATE S <br /> January 25,2013 <br />