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i U:�._: �,:,., .11 <br /> _ s <br /> .-, - <br /> * ;� X41 <br /> s� Y //���} /� }_ -^�.s' ya-w-� e ' '` T� ,1 l ' s � .- is <br /> - . - .:.V/ AuglrSt 2001 [._ - a- c' ;r * x'-yam^:=-� �� + '-, - -;� i,_. m .T xI-It I -�,- . <br /> �` .-_ 4' T - '' f -'-�'. s - _,�. - Maj .�,- _ e" h�-' a --�� _€ e - <br /> _ AGE NC-Pro)ect No:-99 0605 .1¢ � * -`� <br /> ._ <br /> Page 2 of 6 . _ - {� <br /> ,3 2 _ - Y•- -Y --..,.� '-ri' t .F t 4 Via-. L <br /> _ _ �-7..__ y y g E <br /> I LV <br /> a : .- : -- L } - - ,4''` f— -. � -. f r. . :•try` s Ike- W-. <br /> �V 1. <br /> - =0n 3O.Decemb.er 1998, three USTs were removed from the site by-Stockton ServJce-Starion <br /> - A�' ] _Equipmexxt Company;Ilrc -(SSSS9.).-0n$19_February '1=999;SSSE excavated hydrocarbon impacted_ <br /> ,� ; soil froni the former UST an dispenser area AGE personnel were on site to_coilect and:field-screen _ <br /> r .i soil'samples.and to-dire - the excavation operaE�on Six soil samples were Coll cted Exam the.floor }_- <br /> _ ;'and sidewalis of the excavati n After completion of-the,inten :remediation,.the excavation was <br /> 3 _ backfilled.witk�-clean fill niatenal_Based iipozr the detection.ofMTBE at conceitratroris as great as_z; <br /> - 14 m in soil and at ci the as- eat as 18 feet`below surface-. ode. s� �'' 4 <br /> g ?. <br /> (li b), AGrE recoYnmended <br /> fit. er subsurface investigation at•the site-7.,o assess the,--'- TBE:impact to so�i and ground watei. The 4 „� _� h <br /> - MTBE-analytical results ofthe sarrmples colleetcd are'shownIn Tables 1 and 2�' '-� ;t- - <br /> ., rI. <br /> 7 i <br /> ,� S§' s a t - �,,, r - - r 77 <br /> —^� <br /> a r - . - - - � `' _ <br /> :.r µ - �' .,,_ -.z,.i r r+�- '+" .�-�•a- s �- {- h.F 4 s ra s <. { <br /> r 3,0: PROCEDiJ tES •- - a� .- <br /> psi w -r _ ' " ^t: r. ,r£ c �-, �x �� L �-.� r�-.__ ^- 1 _ a x ". -. <br /> .- - _F. • ---- - 1-r �� �._y'.. -�;p� _ -ya-,ads�' T- _ S �` , �" -, , �-Y�L i <br /> _ �Y; ::On 20"Febnrary`.2001 :fouir..soil borings (}3 1 through B ) vciere advanced-at the;5site'as part:of the <br /> _ site�as1. sessrnent related to the'.-. S formerly located on the site Assessment pro edures for.the site '- <br /> W , were outlined iI Prelimina Sits Assessment.- orV,.Plan 'dafed 27 .ii1 1. � v' _ F F <br /> ry 1 y 999, appro ed by the _ I <br /> PHS EHD by'letter dated 09,September 19991 _ m ,, <br /> - c TT <br /> ' `� ''" bit,-. : �°'' z F � s a <br /> st r! 3 1. SOIL BORING ADVANCEMENT y,,4 � ;f Y E .A � ,� <br /> " 1. w ` . <br /> -c 'i= t'�'s,'s Y - - ) r- sem- ' - :K ,t_-- c - C J. . i' <br /> ,� -Soil borings B _l through B,'4 were advazrced at-the site using a CME 75;drrl �g, egwpped_with " .� <br /> � 11M 3,_� , ` <br /> r ; % ..8.2.5 inch. iameter hollow-stem augeriF-s hL drip, n�'and two man crew=.x ere;supp��eu�by_West { {ter. 1 <br /> Hu Hazrxrat Drillin . Au er returns enerated b diillrrr wererstored,on�srte=wrthiri Iastic 5lxeetrn ' "' i0�_ <br /> _.L _ - .pending laboratory anaIysrs a - 11 . Y >: - 7. r _ <br /> -; r Soil samples were collected ahead of the dull bit usurg'a California modified spit spoon sampler_ _ <br /> =r � 7���loaded With.three pre-cleaned 2_ -inch by6=inch larass sleeves.•Sarnples were collected-,frozn the soil =� . _�� <br /> borings at_five-foot,intervals, beginning at 5 feet bsg usiirg a,140�pound_-harnmer to-'advance the -.. .,� } <br /> t � �. _ — Y _ <br /> f zsampler _ 4 - 7. <br /> 1� � as �� i . _ <br /> • r - <br /> The number of blows required to advance'theIsamplerrover-each.6=inch iricreriient of the.l,8;ureh }r' w _ <br /> t =-r� ;� 1 -sarnpling Ifitervai was.recorded.on the.boring logs 5wp—lmg equspment was washOlr ed ffi an Alconox 74. <br /> a _ ,. ,�04 � � -{ <br /> �, solution and rinsed with water pnor'to each sax rplrng run to avoid crass-contamination _, <br /> y-L - Sail samples were=preserved`by covenng_. e. ---ends of the leading or other selected sleeve With' " ;Y'} <br /> �� =F ,Teflon sheets;-capping with plastic and sealing with_tape Thi samples were labeled, storedon iced Y Y j <br /> K il �- and transported under chain of custody to-McCarnbell Analytical;Inc (MAI), a State of Calrforma g, <br /> Department of.Health.Servrces (DHS) certified-analytical laboratory ` -- r <br /> fi a „ <br /> s_.L__ <br /> - - >14� r.-z. �. ..y - r-. ,p- - - .- a s z I <br />- •�tF^'' - - - z -. m `` ...._...y :.rs'L + w _ .z"'' _,4 y t_ _ a _ `vx.{ r <br /> •i; •; � - a s - s-„ - 3 L z i <br /> a t z3 , a � * x F' '} `t t� v l <br /> _ .Y ` >� r r '' �: .I r�Advanced GeoEuviranmental,Inc , s <br /> 4 <br />