Laserfiche WebLink
' 08 June 2005 <br /> AGE-NC Project No. 95-0137 <br /> Page 2 of 6 <br /> monitoring well pilot borings MW9 and MW 10 at five-foot intervals, beginning at 5 feet below <br /> ' surface grade (bsg) using a 140-pound hammer to advance the sampler. The number of blows <br /> required to advance the sampler over each 6-inch increment of the 18-inch sampling interval was <br /> recorded on the boring logs. Sampling equipment was washed in an Alconox solution and double <br /> rinsed with water prior to each sampling run to minimize cross-contamination. <br /> For each sample,both ends of the leading or other selected sleeve were covered with Teflon sheets, <br /> capped and sealed with tape.The samples were properly labeled,stored on ice and transported under <br /> chain-of-custody to Cal Tech Environmental Laboratories(CTEL),a State of California Department <br /> Iof Health Services (DHS)-certified analytical laboratory. <br /> 2.1.2. Logging <br /> Soil was extruded from the remaining brass sleeves and was screened for the presence of organic <br /> vapor using an organic vapor meter(OVM)equipped with a photo-ionization detector(PID:Thermo <br /> Environmental-580, 10.0 eV, calibrated to isobutyiene); the OVM readings were recorded on a <br /> boring log. The soil was then visually described on the boring log in accordance with the Unified <br /> ' Soil Classification System (see Appendix B). <br /> 2.1.3. Well Completions <br /> Soil pilot borings MW9 and MW10 were completed as ground water monitoring wells using <br /> two-inch diameter PVC casing with 0.020-inch slotted screen installed from approximately 15 feet <br /> to 35 feet bsg in both borings with blank casing extended to the surface. The filter pack (No. 3 <br /> Lonestar sand)was installed from approximately 15 feet to 35 feet bsg.A 2-foot bentonite chip plug <br /> was then installed above the filter pack and hydrated.The wells were then grouted to near the surface <br /> with portland cement. Water-tight, traffic-rated well boxes were then installed over the wells. <br /> As-built well diagrams are depicted on the boring logs in Appendix B. <br /> 2.1.4. Laboratory Analyses of Soil Samples <br /> Selected soil samples were analyzed for: <br /> ' Total petroleum hydrocarbons quantified as gasoline (TPH-g) and diesel (TPH-d) in <br /> accordance with EPA Method 8015M; <br /> • Benzene, toluene, ethylbenzene and total xylenes (BTEX) and methyl tertiary-butyl ether <br /> S (MTBE) in accordance with EPA Method 8260; and <br /> ' Advanced GeoEnvironmental,Inc. <br /> 1 <br />