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. 10 August 2004 <br /> AGE-NC Project No 96-0232 <br /> Page 3 of 10 <br /> Soil samples from both the split-spoon sampler and Geoprobe soil sampling assembly were <br /> preserved by covering both ends of the second brass sleeve with Teflon sheets, then capping and <br /> scaling the ends with tape Each preserved sample sleeve was labeled with soil boring designation, <br /> depth, time,-date and sampler's Initials - - - - - <br /> Each preserved soil sample was logged on a chain-of-custody form,placed in a chilled container and <br /> transported to a California Department of Health Services (DHS)-certified laboratory, selected <br /> samples were analyzed for <br /> • Total petroleum hydrocarbons quantified as gasoline, diesel and motor oil (TPH-g, TPH-d, <br /> and TPH-mo, respectively) by EPA Method 8015M, <br /> • Benzene, toluene, ethylbenzene, xylene (BTEX) by EPA Method 8020, <br /> • Ethylene dibromide (EDB), 1,2-dichloroethane (1,2-DCA), tertiary butanol (TBA), di- <br /> isopropyI ether (DIPE), ethyl tert butyl ether (ETBE), tert amyl methyl ether (TAME) and <br /> methyl tert butyl ether(MTBE)by EPA Method 8260B, and <br /> • Semi-volatile organic compounds by EPA Method 8270 <br /> 23 SAMPLE LOGGING <br /> During drilling activities, soil sample duplicates were monitored for the presence of organic vapor <br /> using an organic vapor meter equipped with a photo-ionization detector (PID Thermo <br /> Environmental 580A, 10 0 eV,calibrated to isobutylene)and were visually described on boring logs <br /> in accordance with the Unified Soil Classification System (USCS) Boring logs from P-39 through <br /> P-43 and MW-19 are included as Appendix B <br /> 2 4 GRAB GROUND WATER SAMPLE COLLECTION <br /> Selected grab groundwater samples was collected from borings P-39 through P-43 utilizing a hydro- <br /> punch technology A Geoprobe water sampling assembly was advanced to the selected depth <br /> utilizing hollow steel rods The hollow steel rods were then retracted upward approximately four <br /> feet,thereby exposing a PVC screen to ground water A bailer fitting was then placed on the end of <br /> 3/a-inch diameter polyethylene tubing, inserted through the rod assembly into the exposed screen, <br /> through which water was manually pumped Sufficient sample was collected from borings P-39 <br /> through P-43 to fill three 40-m1 EPA-approved VOA vials containing 0 5 ml 18%hydrochloric acid <br /> as a sample preservative and one 1-liter amber bottle without sample preservative Ground water <br /> . sample containers were labeled with probe boring designation, date, time, and samplers initials <br /> Advanced Geo Environmental,Inc <br />