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Site Background Information: Cherokee Truck Stop <br /> AGE-NC Project No. 97-0312 <br /> Page 5 of 9 <br /> as 0.057 mg/kg. Toluene was detected in sample B21-10 at a concentration of <br /> 0.091 mg/kg. Ethylbenzene and xylenes were not detected in the soil samples <br /> analyzed from the September 1999 drilling. MTBE was detected in three of seven <br /> soil samples analyzed by EPA Method 8260 at concentrations as high as 2.7 mg/kg. <br /> Other oxygenates were not detected. <br /> • 30 July 2002 - Ground water monitoring well UST-1 was destroyed by over-drilling <br /> to total depth. Following over-drilling,the boring was backfilled to surface grade with <br /> portland cement in accordance with EHD regulations. <br /> • 06 December 2002 - One ground water monitoring well (UST-7) was installed to a <br /> depth of 90 feet bsg; the well screen of UST-7 was recorded as placed between 85 <br /> feet and 90 feet bsg. Soil samples were collected at 25 feet bsg and 45 feet bsg. <br /> The physical properties of soil samples MW7A-25 and MW7A-45 were described <br /> as a brown silt and a brown clay with specific gravity of 2.76 and 2.75, permeability <br /> of 6.2 x 10' and 8.4 x 10', porosity of 49.96% and 43.99°/x, pH of 7.6 and 7.5, and <br /> total organic content of 1.8% and 2.2%, respectively. Tetrachloroethene was <br /> detected in the ground water sample collected from UST-7 at a concentration of 1.3 <br /> pg/I. No other analytes of concern were detected. <br /> • 07 September 2005 - Ground water monitoring wells UST-8 and UST-9 were <br /> completed using 2-inch diameter polyvinylchloride (PVC)casing; 0.020-inch slotted <br /> screen was installed from approximately 65 feet to 75 feet bsg in well UST-8, and <br /> from approximately 95 feet to 105 feet bsg in well UST-9, with blank casing <br /> extending to the surface in both borings. Generally, clayey silt was encountered to <br /> 70 feet bsg and silty and sandy soil (sandy silt, silty sand, and sand) were <br /> encountered in the borings to 105 feet bsg(total depth of UST-9). TPH-g and TPH-d <br /> were detected at concentrations ranging from 1.7 mg/kg (UST9-100) to 320 mg/kg <br /> (UST9-25)and 14,000 mg/kg (UST8-10 and UST9-25)to 16,000 mg/kg (UST9-10), <br /> respectively in the soil samples collected from UST-8 and UST-9. BTEX <br /> constituents were also detected in the soil samples UST9-10, UST9-25, UST9-90 <br /> and UST9-100 with maximum concentrations found in sample UST9-25 at 2.6 <br /> mg/kg benzene, 83 mg/kg toluene, 41 mg/kg ethylbenzene and 247 mg/kg total <br /> xylenes. <br /> • December 2005 - All monitoring wells were re-designated with a preceding MW <br /> instead of UST to normalize the well identifications. <br /> • 22 December 2006 - A Cone Penetrometer Testing (CPT) Report was completed. <br /> The advancement of the two CPT soild boring groups, CPT-1 and -2, were complete <br /> on 24 April 2006. Each advancement event collected two grab ground water <br /> samples. CPT-1 collected grab ground water samples at 66 feet and 103.5 feet.The <br /> only analyte found was in the 66 foot sample, 190 tag/I of 1,2- Dichloroethane. CPT- <br /> 2 recorded no detections above the sampling detection limit. <br /> Advanced GeoEnvironmental,Inc. <br />