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.r <br /> Site Background Information: West Clay Properties <br /> Page 5 of 10 <br /> CPT02/137-141. BTEX constituents were detected at concentrations as high as 180 µg/1 <br /> benzene(CPTO1/93.5-97.5),2,300 gg/l toluene(CPT02/137-141), 1,200 gg/l ethylbenzene <br /> (CPT02/137-141) and 6,600 µg/1 total xylenes (CPT02/137-141). <br /> • HU-5: TPH-g and TPH-d were detected in the ground water sample CPT03/176-180 <br /> collected from HU-5 at concentrations of 5,400 gg/l and 3,000 gg/l, respectively. BTEX <br /> constituents were detected at concentrations of 23 gg/1 (benzene), 330 gg/1 (toluene), 200 <br /> 4g/1 (ethylbenzene) and 1,180 gg/1 (total xylene). <br /> • The analytical results of the off-site grab ground water samples collected from each sampling <br /> interval south and east of the former UST No. 3 area had no detectable concentrations of the <br /> chemicals of concern (CPT-10 through CPT-14). <br /> Former UST Cluster <br /> Analytes of concern were not detected in ground water samples collected from the soil borings <br /> advanced near the former UST cluster area. <br /> OFF-SITE CPT INVESTIGATION S <br /> Between 21, 22 and 23 September,^four CPT soil borings (CPT-10 through CPT-13) and five <br /> individually established borings(CPT-10 through CPT-14)for collection of ground water samples <br /> were advanced at the southern UST No. 3 location(Figure 2). CPT soi 1 borings were advanced to <br /> define the lateral and vertical extent of petroleum hydrocarbon-impacted ground water <br /> down-gradient of the former southern UST area. Borings were advanced at the following locations <br /> and depth: <br /> • CPT-10 and associated ground water sampling boring were advanced near the northern <br /> sidewalk of Clay Street, approximately 130 feet east of boring CPT-03. CPT-10 was <br /> advanced to approximately 76 feet bsg and was terminated due to refusal. CPT-10 was <br /> sampled between 22 and 25 feet bsg and between 73 and 76 feet bsg. <br /> • CPT-11 and associated ground water sampling boring were advanced near the northern <br /> sidewalk of Clay Street,approximately 80 feet east of boring CPT-03.CPT-11 was advanced <br /> to approximately 75 feet bsg and was terminated due to refusal. CPT-11 was sampled <br /> between 25 and 28 feet bsg and between 65 and 68 feet bsg. <br /> • CPT-12 and associated ground water sampling boring were advanced near the southern <br /> sidewalk of Clay Street, approximately 60 feet south of boring CPT-03. CPT-12 was <br /> advanced to approximately 185 feet bsg. CPT-12 was sampled between 81 and 84 feet bsg, <br /> 98 and 101 feet bsg, 134 and 137 feet bsg, 152 and 155 feet bsg and 182 and 185 feet bsg. <br /> Advanced GeoEnvironmental,Inc. <br />