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1 - <br />' 20 March 2002 <br /> AGE-NC Project No 01-0877 <br />' Page 6 of 7 <br /> Fuel additives were not detected at or above laboratory reporting limits in the soil samples The <br />' approximate extent of Impacted soil is depicted in cross-sectional view in Figure 3 Analytical results <br /> of soil samples are summarized in Table 2 The laboratory report (CTEL Lab I D 0201-031-5 <br />' through 0201-031-12) and chain-of-custody are Included in Appendix B <br />' 4 3 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> TPH-g and TPH-d were detected in the ground water samples collected from borings B 1 through B4 <br />' at concentrations as high as 5,400,000 micrograms per liter (µg/1) and 390,000 µg/l, respectively <br /> TPH-mo was detected in the ground water sample collected from boring B2 at a concentration of <br /> 12,000 µg/1 BTEX compounds were detected in the same samples at concentrations as high as <br />' 210,000 µg/1 benzene, 540,000 µg/1 toluene, 630,000 µg/1 ethylbenzene and 3,820,000 µg/1 total <br /> xylenes (B3) Oil and grease was detected in the samples collected from B1, B2 and B3 at <br /> concentrations as high as 1,500,000µg/1(133) BTEX compounds were detected in the ground water <br />' samples at concentrations as high as 8 5 µg/1 benzene, 150 µg/1 toluene, 120 µg/1 ethylbenzene and <br /> 1,300 µg/1 total xylenes Seven additional volatile organic compounds were detected in the ground <br /> water samples at concentrations ranging from 2,100 µg/1 to 2,000,000 µg/1 <br />' Fuel additives were not detected at or above laboratory reporting limits In the ground water samples <br /> Analytical results of groundwater samples are summarized m Table 3 The laboratory report(CTEL <br />' Lab I D 0201-031-1 through 0201-031-4)and cham-of-custody forms are included In Appendix B <br />' 5.0. ` SUMMARY AND CONCLUSIONS <br />' Based upon data collected on 04 January 2002, AGE concludes the following <br /> • Generally, light brown to bluish gray, damp to moist, silty clay, clayey silt to silt with sand <br />' were encountered from surface grade to approximately 10 feet bsg and at 20 and 25 feet bsg <br /> Bluish gray to very dark red, moist, silty sand was encountered at 15 feet bsg and at 30 feet <br /> bsg in boring B3 Moderate brown to very dark red, very moist, sandy silt to silt with sand <br />' was commonly encountered at 30 feet bsg <br /> Soil underlying the site, in the area of the former USTs is impacted by TPH-g, TPH-d, <br /> TPH-mo,TRPH and BTEX compounds from 2 5 feet bsg in the southern portion of the UST <br />' area and 10 feet bsg in the northern portion of the UST area to at least 30 feet bsg The lateral <br /> and vertical extent of petroleum hydrocarbon-impacted soil has not been defined <br />' - Ground water on-site is Impacted by TPH-g, TPH-d, TPH-mo, oil and grease and BTEX <br /> compounds in the area of the former USTs The lateral and vertical extent of petroleum <br /> hydrocarbon-impacted ground water has not been defined <br /> Advanced GeoEnvironmental,Inc <br />