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Nestle USA, Inc.—Ripon, CA January 28, 2011 <br /> 2011 Revised Feasibility Study <br /> 9.2.3.3 Relative Cost <br /> The relative cost of PRB composed of ZVI downgradient of the area of higher <br /> TCE concentrations beneath the Site (approximately 700 linear feet) to an <br /> average depth of 60 feet bgs would be classified as medium (< $5,000,000). A <br /> PRB installation to encompass COC-affected groundwater in the Intermediate <br /> Aquifer is not considered implementable and costs for such an installation have <br /> not been provided. <br /> 9.2.3.4 Conclusion <br /> The installation of a PRB composed of ZVI has been retained for further <br /> evaluation for the Upper Aquifer beneath the Site. A PRB installation will not be <br /> considered further for Intermediate and Lower Aquifers or for off-site areas. <br /> 9.3 In-situ Treatment <br /> 9.3.1 In-situ Physical Treatment <br /> In-situ physical treatment relies on mechanical processes, such as stripping or <br /> volatilization, to remove COC mass from a source area. In the case of TCE and <br /> daughter products, this would require a vapor collection system such as SVE. <br /> Example technologies include air sparging. Air sparging entails the injection or <br /> "bubbling" of ambient air into the aquifer to form a zone air channels that strip <br /> volatile organics from groundwater. In air sparging applications, treatment is <br /> limited by diffusion of volatile contaminants into the air channels""' Dissolved <br /> COCs will partition into the vapor phase, eventually escaping from the aquifer for <br /> collection. <br /> 9.3.1.1 Effectiveness <br /> In situ physical treatment technologies can effectively remove CDCs; however, <br /> for a physical method to succeed, vapors must escape from the remediated <br /> saturated soils to an overlying soil formation that is permeable to airflow to allow <br /> for collection. Due to the nature of the Site lithology, injected air could cause <br /> vapors to migrate laterally beneath clay layers that are present 40 to 50 feet bgs. <br /> Similar constraints are present in other areas of VOC groundwater impacts, <br /> including Upper and Intermediate Aquifer zones near the WWTP. <br /> 9.3.1.2 Implementability <br /> As stated in the previous section, in situ physical treatment is not implementable <br /> because clay lenses generally cover or partially cover the Study Area. <br /> 9.3.1.3 Relative Cost <br /> Since effectiveness and implementability are not acceptable, cost is irrelevant. <br /> 9.3.1.4 Conclusion <br /> Based on the analysis above, in-situ physical treatment is removed from further <br /> consideration as a feasible remedial technology. <br /> 31 <br />