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07 June 2004 <br /> AGE-NC Project No 02-0926 p <br /> Page 5 of 11 <br /> Soil samples were collected ahead of the drill bit using a California modified split-spoon sampler <br /> loaded with three pre-cleaned 2-inch by 6-inch brass sleeves The samples were collected from the <br /> monitoring well pilot bonngs at five-foot intervals, beginning at 5 feet bsg, using a 140-pound <br /> hammer to advance the sampler The number of blows required to advance the sampler over each a` <br /> 6-inch increment of the 18-inch sampling interval was recorded ori the boring logs Sampling <br /> equipment was washed in an Alconox solution and double rinsed with water prior to each sampling <br /> -� run to minimize cross-contamination For each sample, both ends of the leading or other selected y <br /> sleeve were covered with Teflon sheets, capped and sealed with tape The samples were properly <br /> labeled, stored on ice and transported under chain-of-custody to CTEL, a State of California DHS- <br /> certified analytical laboratory <br /> 3 2 2 Logging <br /> So11 was extruded from the remaining brass sleeves and screened for the presence of organic vapor <br /> using an organic vapor meter(OVM)equipped with a PID,the OVM readings were recorded on the <br /> boring log Soil was visually described by an AGE geologist on the boring log in accordance with s <br /> the Unified Soil Classification System (see Appendix A) <br /> 3 2 3 Well Completions <br /> Pilot bonngs MW-1 through MW-3 were completed as ground water monitoring wells using <br /> two-inch diameter schedule 40 PVC casing with 0 010-inch slotted screen installed from <br /> approximately 35 feet to 55 feet bsg in all three bonngs with blank casing extended to the surface <br /> The filter pack (No 3 Lonestar sand) was installed from approximately 33 feet to 55 feet bsg A <br /> nominal 2-foot bentonite chip plug was then installed above the filter pack and hydrated The wells <br /> were then grouted to near the surface with portland cement Water-tight, traffic-rated well boxes <br /> were installed over the wells As built well diagrams are shown in Appendix A ; <br /> 3 2 4 Laboratory Analyses of Soil Samples <br /> After collection,the samples were properly labeled,placed in a chilled container and select samples <br /> were transported under chain-of-custody to CTEL,a California DHS-certified analytical laboratory, <br /> and analyzed for <br /> • TPH-g, TPH-d and TPH-mo in accordance with EPA Method 8015 Modified, <br /> • BTEX, MTBE, TBA, DIPE, ETBE and TAME in accordance with EPA Method 8260, <br /> 11 Total lead in accordance with EPA Method 6010 <br /> Advanced GeoEnvi ron mental,Inc l <br /> 1 ' <br />