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05 November 1997 <br /> AGE-NC Project No 96-0249 <br />' Page 5 of 7 <br />' was not detected in any of the analyzed soil samples Analytical results of soil samples are <br /> summarized in Table 1 -Analytical Results of Soil Samples The Iaboratory report (MAI Lab I D <br /> No 81153 to 81165) and chain-of-custody are included in Appendix B <br /> 44 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> A total of four grab ground water samples were submitted to MAI for analysis of TPH-g, TPH-d, <br /> BTEX and MTBE, P3-H20 was analyzed for volatile aromatics in accordance with EPA method <br /> 8260 TPH-g was detected in ground water samples P1-H20 through P4-H20 at concentrations <br /> between 8,200 parts per billion (ppb, reported as micrograms per liter or ,ug/l) and 120,000 ppb, <br /> TPH-d was detected in ground water samples collected from Pl-H20 through P4-H20 at <br /> concentrations between 5,700 ppb and 530,000 ppb, BTE&X were detected in all four ground water <br /> samples at concentrations as high as 19,000 ppb Benzene concentrations were detected at <br /> concentrations between 460 ppb and 17,000 ppb in the ground water samples Napthalene and 1,3,5- <br /> 1 Trimethylbenzene were detected in sample P3-H20 at concentrations of 1,200 ppb and 2,100 ppb, <br /> respectively <br /> The laboratory report noted the presence of an immiscible, lighter-than-water sheen on water samples <br /> P2-H20, P3-H20 and P4-H20, indicating the possible presence of free product in the area Analytical <br /> results of grab ground water samples are summarized in Table 2 - Analytical Resiilts of Gi ound <br /> Wafer Samples The laboratory report (MAI Lab I D No 81169 to 81172) and chain-of-custody <br /> forms are included in Appendix B The estimated dissolved TPH-g and TPH-d concentrations in the <br /> area assessed by P I through P4 is depicted in Figure Nos 4 and 5 -Appi oximate Extent of Dissolved <br /> TPH-g and Appi oxmiate Extent of Dissolved TPH-d, respectively <br /> 5.0 SUMMARY AND CONCLUSIONS <br /> Based on ground water monitoring data collected approximately 100 feet east of the site, the <br /> prevailing ground water flow direction near the site area is generally toward the south <br /> Based upon data collected on 23 September 1997, AGE concludes the following <br /> • First encountered ground water is at 21 feet bsg <br /> • Soil and ground water on the site has been impacted by petroleum hydrocarbons <br /> • Laboratory and field data suggest extensive petroleum hydrocarbon-impacted soil at the site <br /> exists near the UST area (PI through P3) and the dispenser island area (P4) at depths <br /> between 5 and 20 feet bsg <br /> Advanced GeoEmiromnental,Inc <br /> t <br />