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• [US EPA], 1992). Air stripping is considered a viable alternative for ex-situ treatment of the <br /> groundwater impacts identified at the CHSL. <br /> Granular Activated Carbon (GAC) Adsorption: Viable—This technology involves adsorption of <br /> liquid phase VOCs on a granular activated carbon (GAC) media. During GAC adsorption, the <br /> carbon gradually becomes "spent" (saturated) by the adsorbed VOCs and requires <br /> replacement or reactivation. The spent GAC must be disposed of, or reactivated at an <br /> approved facility. This technology is also a commonly used technology for ex-situ treatment <br /> of VOCs (US EPA, 1992) and is considered a technically viable process for the treatment of <br /> chlorinated VOCs at the CHSL. <br /> GAC Fluidized Bed: Not Viable—An enhancement over the standard GAC adsorption process <br /> whereby nutrients and/or oxygen are added to a fluidized GAC vessel to provide favorable <br /> conditions for biodegradation of the organic compounds after they are adsorbed on the <br /> carbon. Biodegradation of the VOC entrapped in the GAC Fluidized Bed system is achieved <br /> by natural microorganisms, which usually operate under aerobic conditions. Unlike <br /> conventional activated carbon adsorption, GAC use and replenishment for this process is <br /> limited and substantial reductions in operating costs can result. <br /> • <br /> This system has not been successful in treating polychlorinated aliphatics such as PCE, which <br /> is a component of the contamination at the CHSL. Accordingly this process is considered not <br /> viable at the CHSL since PCE impacts are present at the site. <br /> Biological Treatment System: Not Viable— Biological treatment removes organic compounds <br /> (including chlorinated VOCs). This process is commonly used in treatment of municipal and <br /> industrial sewage where organic contaminants are present in high concentrations (parts-per- <br /> million range) in the waste stream. Unlike the in-situ process, the ex-situ biological <br /> treatment system cannot be sustained if only low concentrations of VOCs are present, such <br /> as those present in the shallow aquifer at the CHSL. <br /> Since organic constituents in the impacted aquifer at the CHSL are present at only low parts- <br /> per-billion concentrations, effective and efficient operation of a biological treatment system <br /> could not be maintained and this remediation technology is considered not viable. <br /> Chemical Oxidation: Not Viable — This treatment technology utilizes chemical oxidation, via <br /> ozone (03) and/or hydrogen peroxide (H2O2) treatment, sometimes coupled with Ultraviolet <br /> • (UV) radiation,to oxidize (destroy) organic compounds (such as VOCs) in water. <br /> Engineering Feasibility Study Geo-Logic Page ■ 19 <br /> Corral Hollow Sanitary Landfill A s s o c i w r e s <br /> January 25,2013 <br />