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Isampler, vertically to depths of 60 feet bsg. <br /> • <br /> I Grab ground water samples were collected from each probe boring using a Geoprobe hydropunch <br /> sampling assembly. The probe rods were advanced to approximately 60 feet bsg. <br /> TPH-g was detected in the water samples collected from B8 and B9 at concentrations of 71 <br /> micrograms per liter (µg11) and 88 µg/1, respectively. TPH-d was detected in the water sample <br /> collected from B9 at a concentration of 140 µg/1. Ethylbenzene and total xylenes were detected in <br />' the sample from B8 at concentrations of 1.2 µg/1 and 1.3 µg/1, respectively. Toluene, ethylbenzene <br /> and total xylenes were detected in the water sample collected from boring B9 at concentrations of <br /> 0.62µg11,0.72 gg/I and 4.3 µg/1,respectively.No other analytes were detected at or above laboratory <br /> reporting limits in the grab ground water samples analyzed. <br /> ADDITIONAL SUBSURFACE INVESTIGATION <br /> In October 2002,four 8.25-inch soil borings were advanced at the site,to be completed at monitoring <br /> wells MW-7 through MW-10. Soil samples were collected from monitoring well pilot borings at <br /> five-foot intervals, beginning at 5 feet bsg. <br /> IBorings MW7 through MW 10 were completed as ground water monitoring wells to further assess <br /> the downgradient lateral and vertical extent of impacted soil and ground water. A total of eight soil <br /> liesamples were collected and analyzed for TPH-g, BTEX, EDB, 1,2-DCA and the suite of five fuel <br /> additives, including MTBE.No analytes were detected at or above laboratory reporting limits in the <br /> soil sample analysis. <br /> SITE STRATIGRAPHY <br /> A mottled ale brown and red-brown stiff,clayey silt/silt clay was encountered from surfacegrade <br /> �p Y Y Y Y � <br /> to depths of approximately 5 feet bsg in each boring. A pale to dark gray-green,silty,medium dense, <br /> Ipoorly sorted fine sand was generally encountered from 5 feet to 10 feet bsg. A pale brown to pale <br /> gray, stiff, silty clay was encountered from 10 feet to 20 feet bsg. A pale brown, medium dense, <br /> poorly sorted, silty fine sand was generally encountered at depths between 20 feet and 25 feet bsg. <br /> A dark brown, very stiff, silty clay was encountered at depths greater than 25 feet bsg. <br /> Contamination detected in MW-I may be moving differently than that detected in MW-2 and MW-3 <br /> due to different sand bodies contributing to the wells. <br /> Silty sand was encountered at 10 feet bsg in MW5 and MW6 and at 20 feet bsg in MW6 and B7. <br /> Silty clay was encountered at 5 feet and 15 feet through 30 feet bsg in MW5 and at 5 feet, 15 feet, <br /> I 25 feet, and,30 feet in MW6. Silty clay was also encountered at 5 feet through 15 feet, 25 feet, and <br /> 30 feet in boring B7. The sand at 10 feet bsg appears to have a north-northeast to south-southwest <br /> I orientation;the sand at 20 feet bsg appears to have a east-northeast to west-southwest orientation and <br /> limited lateral extent. <br /> Advanced GeoEnvironmental,Inc. <br /> I <br />