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implementation of a biobarrier would require a substantial amount of additional subsurface <br /> characterization along the proposed biobarrier alignment to determine optimal well spacing <br /> (horizontal and vertical). The assumed treatment area for this feasibility analysis is based on a <br /> limited number of soil borings and groundwater samples from the existing monitoring well <br /> network. <br /> 3.2 EFFECTIVENESS <br /> Biosparging with air or oxygen to stimulate aerobic biodegradation is effective for vinyl chloride <br /> although some studies have indicated that cDCE can be degraded aerobically under certain <br /> conditions (EPA, 1998; ITRC 1998; EPA, 2000).TCE has not been shown to be degraded <br /> aerobically (EPA, 1998; ITRC 1998; EPA, 2000). Aerobic treatment of vinyl chloride alone is <br /> not a reasonable objective because untreated TCE and cDCE in groundwater flowing through <br /> the biobarrier would later be readily transformed to vinyl chloride due to the highly reducing <br /> groundwater environment outside of the conceptualized biobarrier, as discussed in attachment <br /> B4. Therefore, there is no benefit to targeting vinyl chloride for treatment unless TCE and <br /> cDCE would also be treated by the same process. This is the primary reason for screening out <br /> biosparging with air or oxygen as a viable in situ remediation technology for groundwater <br /> treatment in the vicinity of the WWTP. <br /> As discussed in Section 2.2, aerobic cometabolism is the only option for TCE biodegradation, <br /> and this approach has substantial technical and regulatory challenges to overcome. Aerobic <br /> cometabolism, which has shown some effectiveness in laboratory and research applications, <br /> would involve injecting explosive gases (propane, methane) under high pressures due to the <br /> depth below water of the target treatment interval. Because there is little industry experience <br /> with aerobic cometabolism, its potential effectiveness as a viable remediation technology for <br /> treating groundwater in the vicinity of the WWTP is in question. <br /> Aside from the previously discussed treatment limitations, the heterogeneous, layered <br /> geology at the site would limit the vertical migration of injected air and lead to a highly complex <br /> distribution of air channels, which would also lead to uneven treatment. The presence of the <br /> Corcoran Clay at the base of the treatment zone would prevent effective sparging of the lower <br /> portion of the intermediate aquifer zone, because the sparge wells could not be operated <br /> below the base of COC-affected groundwater. Closely spaced sparge wells (both laterally and <br /> vertically)would be required to create a sufficiently dense network of oxygen injection points to <br /> target dissolved phase contaminants along the entire biobarrier alignment. <br /> 3.3 IMPLEMENTABILITY <br /> In Section 3.2, it is shown that biosparging would be ineffective for treatment of all COCs in <br /> groundwater within the targeted treatment area because TCE does not degrade under aerobic <br /> conditions. Therefore, biosparging should not be implemented on this basis alone. However, <br /> AMEC Geomatrix, Inc. <br /> \\oad-fs1\doc_safe\9000s\9837.006\4000 REGULATORYTS Assessment_Apx B_012711\Attachment B.1\Attach B1.doc 131-6 <br />