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I <br />' 29 September 2000 <br /> AGE-NC Project No 95-0173 <br />' Page 7 of 7 <br />' • SVE flow rates ranged from 110 to 160 standard cubic feet per minute (scfm) at differential <br /> pressures between 4 0 and 7 5 inches of water <br /> • No general trends were established from the PID field measurements possibly because the <br /> ISVE and IAS remediation system are in the beginning phase of remediation and the system <br /> has not yet stabilized <br /> I <br /> 5.0. RECOMMENDATIONS <br />' Based upon second quarter data collected from the site, AGE recommends <br />' • Continued quarterly groundwater monitoring and sampling of wells MW-1 through MW-12, <br /> ground water sampling results will be used to monitor progress of the SVE and IAS <br /> remediation system <br />' • Continued operation of the on-site SVE and IAS remediation system, remediation progress <br /> will be reevaluated on a quarterly basis <br />'ie <br />' 6.0. LIMITATIONS <br /> 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 mainly <br /> upon analytical results provided by an independent laboratory Evaluations of the geologic/hydro- <br /> geologic conditions at the site for the purpose of this investigation are made from a limited number <br />' of available data points(e g ground water and soil-gas samples), and subsurface conditions may vary <br /> away from these data points No other warranty, expressed or implied, is made as to the professional <br /> recommendations contained in this report <br /> I <br /> Advanced GeoEnvi ron mental,Inc <br /> I <br /> I <br />