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� 1 <br /> IAppendix A <br /> AGE-NC Project No 95-0142 <br /> 1 4 _ <br /> • The lateral extent of hydrocarbon-impacted ground water has been assessed down-gradient <br /> and cross-gradient of the former UST area(Figure 2) <br /> IFEASIBILITY TESTING OF ON-SITE GROUND WATER EXTRACTION <br /> In a document titled Corrective Action Plan - November 1995, dated 15 November 1995, AGE <br /> Irecommended Implementation of soil vapor extraction in conjunction with in-situ air sparging for , <br /> remediation of the petroleum hydrocarbon-Impacted soil and ground water at the site At the time <br /> the CAP was prepared, ground water extraction was generally not viewed as an effective and cost <br /> efficient method of ground water remediation,but this method has gained more favor recently as a <br /> method to address impacted ground water when other technologies (e g , air-sparging) may not be <br /> controllable or effective, due in part to reduced extracted water treatment and disposal costs <br /> Since the approval of the CAP in December 1995,the local and regional ground water elevation has f <br /> I risen significantly(20 feet) and has maintained a depth-to-water of approximately 25 feet bsg AGE <br /> believes that the sustained Increase of ground water elevation has significantly decreased the <br /> potential effectiveness of the proposed S VE/IAS method as a stand alone treatment for impacted soil <br /> and ground water, due to a reduction in thickness of the impacted vadose zone and an increase in <br /> thickness, and volume,of impacted soil(and ground water)in the saturated zone The impacted soil <br /> is primarily fine grained, which may make the upward and lateral,path of sparged air through the <br /> Isaturated zone unpredictable and stripped hydrocarbons unrecoverable <br /> The vertical extent of hydrocarbon-impacted soil had not been fully assessed when the CAP was <br /> developed The mass of adsorbed hydrocarbons now known to be within the saturated zone Is <br /> significant Recent evaluation of soil and ground waterbelow 50 feet bsg has documented significant <br /> concentrations of dissolved and adsorbed hydrocarbons that must be satisfactory mitigated to achieve <br /> site closure <br /> At the present time,dissolved hydrocarbon concentrations are known to extend to 80 feet bsg,where <br /> Ilow concentrations suggest that 80 feet bsg Is close to the dissolved plume's vertical extent The <br /> anticipated limited overall effectiveness and reliability of IAS technology to remediate the impacted <br /> soil and ground water require a re-evaluation of this proposed method t <br /> AGE conducted aground water extraction pumping test on 18 October 2001 Analysis of the ground <br />' water extraction data Indicted that ex-situ ground water treatment was feasible The radius of <br /> influence generated by a pumping rate of five gallons per minute was interpreted to be adequate to <br /> control further off-site migration of contaminants toward the east, in the predominantly down- <br /> gradient direction The results of the pumping tests were reported in the AGE-prepared Ground <br /> Water Extraction Pilot Test Report dated 31 January 2002 <br /> IAdvanced GeoEnvironmental,Inc <br />