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27 September 2007 <br /> AGE-NC Project No. 99-0682 <br /> -� Page 6 of 6 <br /> TPH-g was detected in the influent vapor samples at concentrations ranging from 4,600 µg/l <br /> to 11 ,000 µg/1. Toluene, ethylbenzene and total xylenes were detected in the vapor samples <br /> at concentrations as high as 170 µg/l, 190 µg/1 and 720 µg/1, respectively. MTBE and <br /> benzene were not detected at or above the laboratory detection limits in all the samples <br /> analyzed. <br /> • TPH-g and BTEX were detected in the effluent vapor sample collected at 1615 hr on 18 July <br /> 2007 at concentrations of 120 µg/1 TPH-g, 3 .5 µg/1 toluene, 6. 1 µg/1 ethylbenzene and <br /> n 11 µg/l xylenes. <br /> !-J <br /> j 4.0. RECOMMENDATIONS <br /> < J Based on overall high hydrocarbon concentrations in soil-vapor samples and the projected radius of <br /> influence (25 feet), SVE should effectively reduce adsorbed hydrocarbon concentrations in vadose <br /> zone soils through the use of a vacuum that creates a negative pressure gradient to cause movement <br /> I 1 of vapors toward the extraction wells. AGE concludes that soil vapor extraction could be used as a <br /> feasible 4terremediation option for treatment of hydrocarbon-impacted soil at the site as <br /> -I compared to soil excavation. <br /> At the direction of the EHD, ground water remediation feasibility requires additional evaluation. <br /> AGE recommends an ozone bench scale pilot study (laboratory) to determine the potential generation <br /> of water quality degrading by-products, prior to a field pilot study, Additionally, due to the fine <br /> grained sediments which comprised the upper 40 to 50 feet of the sediment section at the site, AGE <br /> Ll recommends performance of a duel-phase extraction (ground water/soil vapor) pilot study from the <br /> monitoring well MW4A and VW- I at the site. <br /> lAs required by the EHD letter, AGE will prepare a Feasbbility Study evaluating cost-effectiveness <br /> of at least two remediation alternatives for ground water at the site. <br /> =l <br /> 5.0. LIMITATIONS <br /> '---I Our professional services were performed using that degree of care and skill ordinarily exercised by <br /> environmental consultants practicing in this or similar localities. The findings were based upon <br /> analytical results provided by an independent laboratory. Evaluation of the geologic/hydrogeologic <br /> -I conditions at the site for the purpose of this investigation was made from a limited number of <br /> available data points (i.e. , soil vapor samples) and subsurface conditions may vary away from these <br /> data points. No other warranty, expressed or implied, is made as to the professional interpretations, <br /> opinions and recommendations contained in this report. <br /> L Advanced GeoEnvironmental, Inc. <br />