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CorreC N e Action Plan <br /> 5.2 Treatment of Extracted Soil Vapor <br /> Emission of extracted and treated soil vapor at this site will be ennatted b the San Joaquin <br /> P Y q <br /> Valley United Air Pollution Control District (SJVUAPCD) The hydrocarbon concentrations in <br /> the extracted soil vapor must be reduced to meet SJVUAPCD's site-specific standards GAC as <br /> recommended for the treatment of extracted soil vapor both on the basis of its proven reliability <br /> and its cost At this site, the total amount of hydrocarbons in the soil can be estimated with a <br /> reasonable degree of certainty It as apparent that for the SVE process, several GAC change-outs <br /> will be required over the duration of the remediation project As much as 25,000 lbs of GAC <br /> may have to be expended to treat the extracted soil vapor At present prices, however, the costs <br /> for replacement and regeneration of the spent carbon will far more than off-set the much higher <br /> initial cost for a thermal/catalytic oxidizing unit, additional costs for auxiliary fuel, and the <br /> 1 considerably higher costs of maintenance <br /> The capacity of the proposed SVE extraction system as 100 standard cubic feet per minute (scfm) <br /> Iat a vacuum of 12 inches of mercury The treatment system will consist of two I,000-lb canisters <br /> of vapor-phase GAC which are capable of accommodating more than 500 scfrn <br /> Mayor System Components <br /> Four SVE/Groundwater Extraction Wells <br /> Soil Vapor Transport Piping <br /> 100-scfm Positive Displacement Vacuum Extraction Pump <br /> 1 Moisture Knockout Device with Automatic Water Discharge <br /> Two 1,000-]b Vapor-Phase GAC Canisters <br /> 53 Treatment of Extracted Groundwater <br /> Extracted groundwater must be treated to remove petroleum contaminants prior to discharge to <br /> the surface drainage under an National Pollutant Discharge Elimination System (NPDES) permit <br /> or to the sanitary sewer system under a permit from the City of Manteca Public Works <br /> Department The proposed groundwater treatment system is designed to meet the most stringent <br /> 1 requirements from either permitting agency <br /> Not only as GAC presentl) the most cost-effective and reliable groundwater treatment method for <br /> this site, GAC adsorption offers the greatest flexibility for treating N aryang rates of groundwater <br /> production and can, therefore, accommodate any remaining hydrogeologac uncertainties OST <br /> proposes to use two I,000-lb canisters of aqueous-phase GAC to treat the water preceded by a <br /> bag filter to remove particulate matter Groundwater will be pumped from the four co-extraction <br /> wells using 5-gallon-per-minute (gpm) electric turbine pumps designed to provide automatic <br /> groundwater table drawdown control <br /> OST <br /> 701-1-2 cap Pae 1 1 <br />