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r <br /> 21 June 2002 <br /> • AGE-NC Project No 99-0624 <br /> IPage 5 of 6 <br /> as 49 gg/l,and from CPT-3 at depths of 68 feet and 100 feet bsg at concentrations of 37 µg/1 and 4 3 <br /> pg/l, respectively MTBE was not detected in water samples collected from CPT-4 (Table 1) <br /> No other petroleum constituents or fuel oxygenated compounds were detected from the laboratory <br /> analysis The laboratory reports (MAI Lab I D 83355 through 83366) and chain-of-custody forms <br /> are presented in Appendix B <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> The implications of the November 2001 CPT investigation results are as follows <br /> The more permeable lithology encountered during the CPT Investigation consisted of a thick, <br /> laterally continuous silty to gravelly sand layer at a depth of between 7 and 20 feet bsg The <br /> remainder of the lithologic section to a depth of 100 feet bsg consists predominantly of CPT-defined <br /> stiff fine-grained sediment separated by generally thinner layers of clay, silt and sand The fine- <br /> grained sediments tend to have variable permeabilities,in general silts and clays appear to have low <br /> pore pressures relative to the stiff fine-grained sediments, which are generally characterized by <br /> wmoderate to high pore pressures <br /> Sand layers below 20 feet bsg tend to be thin(less than 2 feet thick)and laterally discontinuous,they <br /> appear to Increase in frequency vertically from approximately 85 feet bsg to 20 feet bsg, and tend <br /> to be concentrated towards the southern and eastern ends of the site Most of the thin sand layers <br /> were Interpreted on the CPT logs as cemented sands with high pore pressures <br /> AGE Interprets the CPT data to Identify seven hydrologic units(HUs)at the site The odd-numbered <br /> HUs are potentially high permeability flow units The even-numbered HUs are low-permeability <br /> flow units that may retard vertical migration of petroleum hydrocarbon compounds except MTBE <br /> TPH-g was not detected In any of the analyzed samples, of the BTEX compounds only benzene was <br /> detected in sample CPT-3-68 <br /> I MTBE was the only other analyte detected,at a maximum concentration of 88 gg/1 In HLT 1 at off-site <br /> CPT-1 MTBE was detected at all sampled depths in CPT- 2, and at all sampled depths except 80 <br /> feet bsg in CPT-3, however, at approximately 100 feet bsg (total depth) in both CPT locations, the <br /> MTBE concentrations had decreased to less than 10 gg/l, which is within California's Maximum <br /> Contamination Level for drinking water MTBE was not detected in water samples from CPT-4,nor <br /> detected in samples below HU1 in CPT-1 <br /> I <br /> • <br /> Advanced Geo Environmental,Inc <br />