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AGE 4 7F <br /> ,NG�Pro�ect No 98 0540 ��r ,IS_� �� �� ��w - M��Z. � � � " A n �`„ <br /> Page 6 of 10 " - 4 <�,-T �- _ - .f ; , s - � J _ iit a <br /> t - `yam #x �r-'�"}��4i mT,�-�, +''.. f �.` 4 --k � 4 s r L.-^'-- r <br /> r.-.-r-,i `. -- .,s _r t 5 _ A S� ¢ 41,�� � _, -� P. .,�, �irci � .. ,, ,.y,k-e.a T c-- ",, x , - <br /> s 4 � ; 1 <br /> _c! gip.. .- : <br /> �..y r Y I- <br /> n .Y - �•. BTEX in accordance wlth'EPA#lVlethod 8_260 Mod�f ed,and`r �� �' 3 t _ <br /> - � �- <br /> -1 lkl.r <br /> r- t <br /> -� :• The fuel axygeriated compounds MTBE;'TBA,°DIPS,ETBE;;TAME;EDB and 1;2 DCA by��' , -I <br /> r s 'A r - r, <br /> �` ,�r EPA Method'8260 Modified �` i 1 <br /> , ; t . f <br /> I.`_- `.'+r-' - r s r' tr _ ! ;` }- -.'x, e+ ate' y 4, g",C,!�i'.�' �.` r as'. t e .�r? � r.1 . I K.- r -'. fir s - r s" Rt <br /> r-. ■ f - ...• :.ate! ,� _ 1',; � zj"' � i �,, r srl �* "* .z - = S <br /> ,- 'S_ 5 J 'f st. �s, `. A- - 1 r'rE - - _.f.. S y _ iY -'.w` J '' St <br /> �� y-' r - �i ?„ �.-v;`r. -, Ni, ILS "4+'- ` s -., - '# -^{�`x "- -+ �' - i - $' - { >, - - 1. <br /> _ - `_ - €, _ <br />- r _T .- �,s- .'j-f° .s,. x--m r - h,'_a .z Y�' j; ,, ate"' i _ ' <br /> ' �a p 3 6. . REFQRT PREPARATION � T <br /> - T, _ ,. , --.._ -t: :.,7i.. i.. -s'' ..`T Sf'rte F -� T� _ `R„s_.k.... s a i "'°`- € ' <br /> J -'i.-- ``a =''- •+i-.� 3r- i - :-z,t i } .�`Lf -`y-3 {-' FP S r - �I. ^r r, u <br /> r til ' j Following,the:GPT site mvestigatiori and each-ground water monitoring event; a report will be ,`�_ , L � y <br /> -� .prepared pre5en'ting:tlie findings Each report v�rlll ncludea descriptio of work:performedii�,results 1�3 �"' � '. <br /> " 4. - - - of'the'"— nd water,sampling and analysis, conclusions and-recommendations -:The report will be 5 <br /> ,� F <br />."'- _ _ in a_format acceptal?le to CV'=R' QCB guideline,s,,and will be ii,reviewed an d signed by,, California , - � J 3 <br /> F "; _ fir.- - - - - -` � - r ^v�_�- - `_ s � „-t� ,�-Zur�'--" -€ - f - a -T�9t=_ "Fi�4•. , *: { <br /> Registered Geologist , -x _ s ,{$F.: ,� <br /> *� - <br /> r- uz. � -, <br /> P +r �- -, s '..; �'-.. -'`"_r.,r ..x SI ° I_I f -rr�e.._ 'k M1- '- ,� f t . - s ,r -'r _ <br /> ' in <br /> 4 0: FIELD PROCEDURESr i. �a. .T : ` Nor te ���-�`4p 5 <br /> s, _ _. c. <br /> _-. �' _ -a._'g s ;'� c y C. -.•..,c'-.. ` y' 'a;.v 3 ai a v+ ._s= -- J � _71- r <br /> 1. <br /> P. <br /> - _�_,# •.-, '+ -ii�.:� �-:'- �.,3 a6, y-% '°'-4'%w '�'�`. Fes-•- m z`�,ii�_y-r'-' � �. <br /> -Ali fieldprocediireswill beoverseer[by anAGE re46 , presentative undef the sup"_.."on of a California:�,F I.;� <br /> -..Registered Geologist 'Procedures for ground water sampling I— <br /> re described below �� ,� <br /> , <br /> -`..'s -_ r t Y- _ t - .L ...� -- y . f -�-z x' p -3y. _ S... R <br /> I - a .y },. s- �- s,c ,g.-- , tr <br /> - ,. <br />~moi. - '+ *4.t ,{ o !,, - � § d - -1.�-`r� r.*S'','-• -g - .. 2 ^` '- , <br />'!. !r .. - y-F 4 % - 1 �� k-W. 3 t -" F .T ..,�-� ;•"f - �' "tom 3 i. 7F$ <br /> . '€r - i,' Y . .,.e,S, c'-, r '- ,z* �,. i-- ii� _rte y- T a. —' `. <br /> r,. -✓- S .J' - t ss r �-es 'I"3 .Lt's.- <br /> i e 4 1.1. CFT SOIL BORINGS # rte , �. N .- Sys f�t r% _ � , 4 <br /> ra _cam - n _ .r ,Xs' F a - „ y 5 v _ r -s .7r d yam.. <br /> �51� , • rr ° y. =f sir - _'ter __ y.- L - —TV--�' 3 ;'� "` yq a..�. .>r <br /> .• . :Each CPT soil�boring;will be advanced to a depth of 150,feet"bsg.iitilizing;a 25 ton truck mounted , - <br /> �, ��� CPT drifili' equipp d with a hydraulic ram and 2 inch diameter hollow sem-- ods I- _advance soil,- tri - <br /> ,,,s _ -:_•'borings_ The initial soil boring at each location will be a cone penetr'.orneter;advanced to the desired t � } <br /> 3. -. .Y - s __ . 'L = 5 rssq �s- r _1 *x 3- `a. _ �F <br /> - .: _:depth Soil parameters•sucli I_ cone bearing;sleeve friction;`friction ratioz:and pore water pressure yY <br /> }.3 }r ..will,be:ineasured a§11he cone,penetrometer is advanced Rii.nseate.generated as part . -the drillings ,, �- <br />£ 11. <br /> Fix ..z R. � <br /> .111 <br /> activities.-will,be containe%rized in pzoperly labeledrDepartznent of Transportation'(DqT) a�3prov�e`d ,Y� <br /> "� k. 5`5=ga116n driuns:'and stored..on-site in an area:lacki'_pdblic'access UDisposal alternatives -----will be 'r� -. <br /> v , , _._evaluated•at a later date based on laboratory results of rinseate samples . T _ R.. <br />­11s."� {� .:'x'�u: - n 1 - G,_ -; a'"t _ �-+�Y rt ti -r -Fr 3 _ a}. '� G ^�a&tea_ '.. _u , _ --y 77 : _f-T -5,.,-. <br /> ii; <br /> G - r( .. - ,,44!R ,-}°''•�r-,:— S.�'.. .f.r 'si -w,-r. 'F6� C�^-�'"�a - �� ; r <br /> E -" A secorid:so`il bormg.will:be located no more than three feet,-froin the first -PT,boring for.ground f1.L. L.Y_iiiRii - <br /> water sample collection Based on'CPT findings;a ground'wa"ter sample will be collected based on ; 1 � <br /> µd' yi 1 - 6 ` �k 'r'YS .' -7 - -S� y-' 'd t_ R <br /> 2 nR . significant litl ologic variation Grab ground water samples will be collected from within 2-inch � h f r` <br /> - i diameter hollow=stem rods equipped with a four foot,e •tendable 0 01' inch slotted PUC screen Grab , k � s <br /> r A ground water samples will be collected in selected interval`s of saturated porous and permeable ' <br /> r { pi�. y "`- _ material-The screen will be-exposed at'the selected depths and a stainless:steel baler will be used- s <br /> 1. to°retrieve the water samples'. ` ` —-. . z r V , <br /> a + x - f = x f � � 'Yk r r' v <br /> 's'_lil - x- } 3 - _ ,r•' .+ } .11W, * ,r= am y� �R Lsa. 3- e ,?"7 ? >f -s,-z4 a ✓ Y 'r -g, s _ <br /> ;c :5 5 - t% --a 'd �,� �:'•-,:s, r q `s-s'e r - ':c��" v ys _ q �� t- <br /> _ F y.{-r ;ii -f Y 2 lr _ C <br /> n. --@ 'P - _ - ,a, -'t g r dZ- " ', -'; x �3 -3. _ �, -,.- q - a' - .��r-�•s�a z� i <br /> Y �s {.,'V _°- E c c ,- _ -,c - # ,;• F - 5 df- it- a '{s':-�i, --' L %.rr ,. h f;_ Ft . <br /> - i' �' M_ �+ iv ,q„s_ '....-,."' ``-=�` ..; -"�` yak �k ,� `"'r'�i� 's '.; 3' - - w s <br /> 1 __ Advanced GeoEnvironmeinta! 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