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06 August 2002 <br /> • AGE-NC Project No. 97-0343 <br /> Page 3 of 3 <br /> The analytical results of water samples'collected in May 2002 are summarized on Table 2. The <br /> laboratory reports(MAI Lab I.D. Nos. 0206032-001 A through 0206032-004A), QA/QC report and <br /> chain-of-custody form are included in Appendix B. <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> Based on the data collected from the site, AGE finds: <br /> • Ground water flow at the site on 31 May 2002 was inferred to be generally toward the <br /> northwest at an average gradient of 0.003 feet/feet. Ground water elevations at the site <br /> decreased in wells MWI through MW7 an average of 0.96 feet since the first quarter 2002 <br /> monitoring event. <br /> • TPH g,TPH-d, BTEX and fuel additives were not detected at or above laboratory reporting <br /> limits in the ground water samples collected from wells MW4 through MW7;the historically <br /> fuel-impacted wells MW1, MW2 and MW3 were not purged or sampled during the May <br /> 2002 monitoring event due to insufficient amounts of water in these wells. Maps depicting <br /> • the approximate distribution of dissolved TPH-g, TPH-d and benzene, interpreted from the <br /> February and May 2002 monitoring events, are presented in Figures 4, 5 and 6. <br /> • The lateral extent of the fuel-impacted ground water has been defined. <br /> E5.0. RECOMMENDATIONS <br /> Based on the findings of the environmental activities recounted in this report, AGE recommends <br /> continued quarterly monitoring of the ground water monitoring wells on-site. The next monitoring <br /> event should be performed in August 2002. In addition,AGE recommends the preparation of a work <br /> plan to: 1) define and assess deep fuel-impacted groundwater and 2) conduct further feasibility <br /> studies as directed by the EHD by letter dated 17 June 2002. <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 upon <br /> analytical results provided by an independent laboratory.Evaluation ofthe hydrogeologic conditions <br /> at the site for the purpose of this investigation was made from a limited number of available data <br /> points (ground water samples)and subsurface conditions may vary away from these data points.No <br /> other warranty, expressed or implied, is made as to the professional interpretations, opinions and <br /> recommendations contained in this report. <br /> Advanced GeoEnvironmental,Inc. <br />