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' 06 July 1999 <br /> �• AGE-NC Project No. 95-0197 <br /> Page 5 of 8 <br /> AGE was able to determine general ground water flow direction and gradient from ground water <br /> ' monitoring data. Laboratory analysis of four ground water monitoring well samples detected total <br /> petroleum. hydrocarbons in one ground water sample; MTBE was detected in two ground water <br /> samples. <br /> 3.1 SOIL PROFILE <br /> ' Generally, a ale brown to mottled gray/brown,/brown very stiff to hard, fine sand silt was encountered <br /> p g Y � r3' Y <br /> between 5 feet bsg and 10 feet bsg. A brown, moist to saturated, medium dense to dense, silty fine <br /> ' sand was generally encountered between 10 feet bsg and 25 feet.bsg. A blue/gray to dark gray, <br /> saturated, medium dense to dense, poorly sorted, gravelly, silty, fine to coarse sand was generally <br /> ' encountered at depths between 25-and 35 feet bsg. <br /> Saturated soil was encountered at 20 feet bsg in borings MW-1 through MW-4; ground water levels <br /> ' were measured at 15 feet bsg utilizing a Solinst water level meter. Boring logs are included in <br /> Appendix A. General lithology beneath the site in cross-sectional view is depicted in Figures 3 and <br /> 4. <br /> 3.2. FIELD EVIDENCE OF HYDROCARBON-IMPACTED SOIL AND GROUND WATER <br /> ' Petroleum hydrocarbon odor or petroleum hydrocarbon vapor (using a PID) were not observed in <br /> soil sample duplicates collected from soil borings MW-1 through MW-4. <br /> Petroleum hydrocarbon odor was not detected in quarterly ground water samples collected from all <br /> ground water monitoring wells. <br /> ' 3.3. GROUND WATER ELEVATION AND GRADIENT <br /> On 12 April 1999, the depths to first encountered ground water in wells MW-1 through MW-4 <br /> ' ranged between 15.06 and 15.65 feet below the tops of well casings. Ground water elevations were <br /> calculated to lie between 10.27 feet and 10.41 feet below mean sea level; ground water elevations, <br /> as measured on 12 April 1999, are depicted in Figure 9. The general ground water gradient at the site <br /> ' was calculated to be approximately 0.002 ft/ft or approximately 11 feet per mile; the general ground <br /> water flow direction was calculated towards the northeast. <br /> In April 1999, the depths to first encountered ground water in wells MW-1 through MW-4 were <br /> approximately three to six feet below the tops of the well screens. Therefore, these wells are <br /> Advmutd GeoEnvironmeataL Inc. <br />