Laserfiche WebLink
, <br /> 14,September 1998 . .. .� .', <br /> AGE-NC Project No. 98-0440 . <br /> Page 3 of 9 <br /> 3.0: PROCEDURES <br /> 3:1.• INSTALLATION OF GROUND WATER:MONITORING WELLS <br /> On"08,4 09'and X10 July 1998,'Iten soil borings.(B1_through'B6 and MW-1.through MW-4) were <br /> advanced'ori aril off--site a5 part-of site assessment activities re <br /> lafed to ihe-former UST facility_: Soil,: `• . <br /> borings B1 through B6 were advanced vertically to maximum depths of 30'feet bsg; soil borings,' <br />' MW-1 throu h MW-4 were advanced vertically to maximum depths of.25-feet bsg. Soil borin 's• <br /> g Y , p g . g ,. - <br /> _ .were advanced utilizing a B-60 truck-mounted drill rig equipped with 8-inch diameter hollow stem <br /> augers. During drilling activities,•all rinseate was containerized in properly labeled b.O.T, model <br /> a',17H 55-gallon drums,while soil cuttings were•stockpiled on'plasti6 sheeting•in an' area at the'site <br /> lacking public access. The soil boring locations are depicted in Figure 2: . <br /> 3.L L'. Soil}Sample Coll'ectibn' <br /> Soil samples were continuously sampled from:soil boring B1 utilizing a 5-foot macro core sampler, <br /> beginning at 15f feet bsg. Discrete soil,samples were collected at 5=foot•intervals from soil,borih. gs <br /> B2 through B6 and'MW= lI through MW-4. Soisamples were collected starting at depths of 5 feet <br /> bsg from soil borings B4 through B6 and MW-1 through MW-4; starting at depths of.10 feet bsg <br /> from -boring B2.and starting'at-depihs of 15-fee bsg from soil boring B3. Soil samples were <br /> collected:utilizing,a California-split-spoon sampler loaded with 2-inch by 6-inch brass sleeves. The <br /> •sampler`was:driven'.Yy'dropping,a 140-pound weight from a height of 30 inches. The numberof <br /> blows required to drive each 6-inch length of the sampler(blow counts) was recorded on boring logs <br /> by aia.AGE staff geologist: <br /> Soli°samples were preserved by covering bath ends of the second brass sleeve.with Teflon sheets,, ` <br /> capping <br /> . pp g:and sealing with tape. Each:preserved sample sleev�e,was labeled 'soil boring ' , <br /> depth;time;`date and sampler's initials. <br /> `Each preserved sample was logged on a chain=of-custody.,form; placed in.a'chilled.container and <br /> transported'to a California state-certified laboratory,for analysis in accordance with th',following:.. <br /> EPA•Method 503078015M-fortotal_petroleumhydrocarbons�4uantified as gasoline and diesel•. <br /> (TPH g`and TPH d,;respectively),° <br /> EPA Method 8020 for volatile aromatics (benzene, toluene, - benzene and "xylene: . <br /> BTEX) with methyl=tertiary.-1 iutyl'ether'(MTBE), and <br /> . <br /> • � EPA Method,8260 modified for tertiary'butanol (TBA),'dI-isopropyl ether (PIPE),:ethyl teirt <br /> butyl ether(ETBE).'and tert.amyl methyl ether(TAME), and t'o confirm and.quantify-MTBE' ' <br />�.. Advanced GeoEnvironmental,Inc. <br />