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I , <br /> ' � '1• !` - •F J,4. I F fir. !. y �3! f' _ .: _ ,4. _ - '1 Y.• e i i - <br /> ' I _ <br /> 1'h , 1 a, I "I,' I ',,I' A - • y 'S. ,�;, +a. v r,v - •r.a b <br /> 4 i '- .r ,..r n ¢S h � 1,i .• .. i rev, - "- 'r.' r.-, s <br /> :qb- il. I ' it I `•S.> yr ' I. 1.0 - <br /> -, el <br /> 4 <br /> r <br /> � '� f� 20'August•2001 :°'; �� 3 , 1 ., t ,.; ' ' <br /> AGE NC Rroj ect N6.95 0114 ' <br /> Page <br /> 2 3.1., Drillin and Sam lin ' <br /> g p g ' <br /> Soil borings`EW 1; MW8, MW9 and-MW 10 were -advanced onsite as part of'sitc assessment , <br /> activities related to the former USTs,at the site: Soil borings MW8 through,MW10 we're advanced <br /> 'e' vertically'to a'total depth.of 45 feet Below-surface-grade(bsg), soil boring EWI. was advanced to-50 <br /> feetbsg. The soil borings for the;monitoring wells were advanced.utilizing.4 CME-75 high torque, <br /> truck-mounted drill rig equipped-with 8-inch-diameter hollow-stem,augers and the soil,boring for <br /> •extraction.well EWl was advanced'utilizing 12-inch diameter hollow-stem augers. Soil cuttings we're <br /> placed in labeled DOT-approved model'1.7H 55=2allon drums and stored on site pending'disposal; <br /> the sollyboriilg and monitoring well':locatioris are depicted in Figure 2. <br /> 2.3,2. Soil Sample Collection and Analysis. , <br /> Discrete soil samples were,collected at 5-foot intervals beginning at varying depths from soil borings <br /> ' MWB, MW9�and MW10; soil samples:were collected beginning at, 10 feet bsg from soil boring <br /> MWS and MW9;and at 25'feet bsg from soil boring MW10. Soil.samples-were not collected-from <br /> soil boring EW 1. <br /> Soil samples were collected,utilizing a California split-spoon sampler loaded with 2-inch by-6-inch <br /> brass sleeves. The sampler was'driven by dropping a 140:-pound weight from a height of 30 inches. <br /> The number of blows required to drive each 6-inch'length of the sampler(blow counts}was recorded <br /> "on Boring logs-by an.AGE-staff geologist.- <br /> 'Soil <br /> eologist:"Soil samples were preserved by covering both ends of the.second brass sleeve with Teflon sheets, , , <br /> capping and sealing with tape. Each preserved.sample sleeve was-labeled with soil boring location, <br /> depth, time, date and sampler's initials: j <br /> Each sample preserved for analysis was logged on a chain-of custody form, placed in a chilled'� . <br /> container and transported to a.Callfornia Department of Health Services(DHS}certified laboratory, <br /> " <br /> for analysis for:anal ' <br /> ' Totalpetroleum: hydrocarbons quantified-as gasoline' and,diesel (TPH-g_:and TRH-d, <br /> respectively)by EPA Method 8015 Modified; ; <br /> • Volatile aromatic compounds benzene.-toluene, ethylbenzene and.xylene (BTEX)'.with ' <br /> 'I methyl=tertiarybutyi'ether(N4TBE)by EPA Method 8020; and ; <br /> Methanol,; ethanol, ethylene dibromide (EDB), ;1;27dichloroethane.(1,2-DCA), tertiary <br /> ' butanol (TBA);-di-isopropyl'ether (DIPE), ethyl telt butyl ether (ETBE), tert'amyl methyl,', <br /> ether'(TAME); andconfirmation of MTBE_ by EPA Method 8260•Modified.- <br /> Advanced GeoEnvironMcninl,Inc. <br />