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.. G i .! ! :1 ) :j '{ ~l H 1 f ~l • • ~ • I 0 • ~~" • 'f • J~'a ' • ... , ' , "'. . "' • f • -,.,. •. ~ .... • . . • • I '·• , • ' Q -~ ' ' , • • , • ~ • . "' I . ~ 11 . . . • • • • • • • -• • I>' • ... •• •• • 0 .... '\". ' • ' • • • ' st§l . • . • \ . . • . " • ~ , . . {' ' ' . l· --' . . ~ SUSITNA HYDROELECTRIC PROJECT ~~~(~ ACRES AMERICAN INCORPORATED WATANA BORROW SITE 0 AND RELICT CHANNEL GEOTECHNICAL LABORATORY SUMMARY OF LABORATORY TEST DATA BUFFALO, NEW YORK .. HOLE SAMPLE DEPTH SOIL U.S. STANDARD SIEVE SIZES (PERCENT FINER THAN BY WEIGHT) We NO. NQ UNIT , 0/o L.L. " ~ ., .. ,._ • ~. • <I .. 12'' 6' 3tl 2" 1•1/2' 1 .. :3/4" 3/8' #4 #10 #20 .#40 :# 60 #100 :# 140 :#200 !Au-t~A lbA-1 S..o-S.o ~ /00 q? '11 f;i7 s+ 77 70 t;,r s-r 4S '39 1.( . .... ~'4-i'~ 'f.o-lf. c (! {00 1ct,s ?8 'l~ 8'1 82 ?IP 70 fs>S"' ~0 [I..S ltiA.-4-b 'j.o-1/,.o c 1100. Cf'l ·q I -coz '3Z. ~cr 7 -I l/.2. . 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(!. t"Z~S REMARKS:~ 4f8o :5f~VC tlS&..D lf:[~rt!YtD oE:.. -=tf=-CPO S1~v~. .. -. ··-v;:· ---~---~-· .. ~·---~:-'---:-~~-:-·~·-~-.-,---~·-..,.:~~:-''":'"';'~"i;~W::Jr:~:;:;,i~~~~~~~:i~tlil~ " ' . DATE: SHEET_QF_ P.L. P.l. UNIFIED SOlL CLASSIFICATIO ' - - ! .• \} ~ ~ 0 V1 \n ... I ''1 ~ t . f ~ p ' ~ 1 f ·I ! . ... . • • . . . . I ' . ... \., il : ' ' ~ ' SUSITNA HYDROELECTRIC PROJECT ~~~~~ WATANA BORROW SITE D AND RELICT CHANNEL SUMMARY OF LABORATORY TEST DA .. rA . . ' HOLE SAMPLE STATIGRAPHIC MOISTURE SPECIAC DENSITY SHRINKAGE NO. NO. DEPTH UNIT GRAVITY CONTENT PCF LIMIT 0/o o,o ~ltH~ /bA-( $.o-~o c., ~-~ /&A-4-c... 9J.:J-J/.O c /&·B . /tpA-46 9.1)-//•0 a. (f. 2 /6).-G, J3.b-(2 S' (!., ?.2. /'-4-7. J5.o-tS:1. e B.3 I"A~B /1.o-J'}.L (!_ /0.1 /bA-"1 f/.o-11.1 c I I. ec, !&A-to '2./.Q-l!J.o e. 11.3 tM-r I 24~1.s:~ . /6A-11.A.. U.7..:-ZL.; /6A.-/lb ~1.~~~'1'.2. c 15:3 - 1'4-'13 z~. Z:Zf~" /M;..It/o.. 21. :; -fc1· z. c "·1 I&A-Jt/6 -go.z..-;tt.o e /3.0 /&A-JS" ~.o-!f/.9 . 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''~3'1 &.'t',3-rz. q ,;q.,"" ~"'".'J--,ZtJ,Z. /6C-3S' "'"· t:t ~. ,_ ~ ~ --· \ Jt UNIFORMITY COEFFICIENT, Cu· .: DDSO l 10 2 REMARKS:. ~G~~~~8~t~»~~~· ~------------~------~~----------~---------------------------------~--- 0 • 1 *'cOEFFiCIENT OF CURVATURE , Cz:: :~o) D -) lOX 60 -"·~ ,~-._ .... .._ _ _.~--. --~~;f:J,_!_.,.~"';:~,':"~rHJ~:~~: ---------------------- t ' ·::. • ' --:1 I~ 'j , ' i ' < } j l 1 ~ l ·""·.~ _., -SUSITNA HYDROELECTRIC PROJECT ~~~(~ ACRES AMERICAN .INCORPORATED WATANA BORROW S'TE D AND RELICT CHANNEL GEOTECHNICAL LABORATORY SUMMARY OF LABORATORY TEST DATA BUFFALO , NEW YORK - HOLE SAMPLE DEPTH SOIL U.S. STANDARD SIEVE SIZES (PERCENT FINER THAN BY WEIGHT) We NO. NO. UNIT 0/o L.L. . " . . I 12'' 6 .. 3" 2 .. r-1!2' , .. 3/4" 3/8' #4 :ttro· #20 $'40 :#so #100 ~140 ~zoo Au--t~s 16~3/.c.... 61-~ :L+:t. I,;. g /&8-J<, 6 111.~-G. jfDO Cf8 qtp Cfl BO ~s 1-S zq Zl !b l'B,f &ts.S /68-37 '-},-; .. _ § (,j 0 q'l 'l (t; 93 8S 7~ GZ. 4S" 3'3 z.s 19' J& .. O 7/. 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(~ ; ~~ ~ - SUSITNA HYDROELECTRIC PROJECT ~~Ill ACRES AMERICAN INCORPORATED WATANA BORROW SITE D AND RELICT CHANNEL GEOTECHNICAL LABORATORY SUMMARY OF LABORATORY tEST DATA BUFFALO, NEW YORK HOLE SAMPLE STATIGRAPHIC SPECIFIC MOISTURE DENSITY SHRI.NKAGE GRAIN SIZE c* c'** STANDARD NO. NO. DEPTH UNIT GRAVITY CONTENT PCF UMIT u z PROCTOR .. .. OJo o,o 015 D3() . 050 Dso Das OMC 'lMAX A«-c~ {6B.-af:.c.. &.1·~-.Z.4~Z.. b7·fi. {{.fS-&:.b 67-~ /8.4-I \ a. a -G:t.!:>--. /~IS-31 7/.o fl:,,o /0&-38 71.3-IS: 2-7Z.Pr . /6B-to. ~1 s: 1.2.-4-S "71.o ~-C'-g.s-/613-ft( 8/.o 9/.( . . . /G{S-Cfl-8?-c;. ' ----....' /613-t3 ~--1.3 l!!.t./ ..... /6B-ff 86".o- S6".7 /C.B-4S Bc.-o- 87_o {t;.<=J /615-Cf<. 81.o- 87.S . i /6frl7 ffi.o-{ Sf.3 1~8..-J/-e 11~-.( "'{='" 1-3 z_o_ /615-41 9¥~~) • 9¥-7 . )"&.c>- IG8-50 91&. f.. ~----98,u- 16«-~( 98$ -,oo,t:- fi,g ... sl-{P/.2.... . ;o .. o - {t13-$3. /C>Z..'3- /O·L·f - L c. s. -5"4--i'~S'- /~¥-&. {6~--s-s ,(.,&..:>-::- /«...? ·-060 REMARKS: ~ (~~l.V~D AW~Y'S rs 11 UNIFORMITY COEFFICIENT, Cu: Oro ,2 ' . (0301 *~O~FFICIENT OF CURVATURE, Cz: (DJo x Dso) __ .__,,._,.~-~-,..-~---..--+---" --"'''"""''·------,.... ..... -~. --.-•), ' DATE: SHEET-QF._ MODIFIED ABSO" UNIFIED PROCTOR RPt SOIL OMC !MAX o/o CLASS • I I ;~~~ .I : f ) . 1 l l ) I l t ! ! I J I ., ~ (~ ' SUSITNA HYDROELECTRIC PROJECT ~~III ACRES AMERICAN INCORPORATED WATANA BORROW SITE 0 AND RELICT CHANNEL GEOTECHNICAL LABORATORY SUM MARY OF LABORATORY TEST DATA BUFFALO, NEW YORK; .. . HOLE SAMPLE· DEPTH SOIL U.S. STANDARD SIEVE SIZES (PERCENT FINER THAN BY WEIGHT) We L.L. NO. NQ UNIT ~ " ~ '" . .. .•. o/a 12' s·· 3" 2" r-1!2' i" 3/4" 3/8" #4 ~ 10 # 2fJ :# 40 :1 60 # 100 # 140 :# 200 A#-16~ /'8-S:. toa..~-. J{)(!}./ . /l.&-5( /1%.· u-G:r· /o-0 C}l 69 ss ao 76 '7 ~0 S3 4-8 1C f2.. /O.o. f/l.-1 f~ES·S"S f/(,.c>-@r Z9 .. 3· f/l$.0 i(6t>-S1 /llf.o':-. . 2.8:2.. /.l.o·O n.o.o-. ZB.? /613-tb w.1 . /€.8-t./ Jt..f..o-G ,/DO g8 ~8 era cr.s <{8 ?C3. <;'d t!f6 97 ~7 28.~ /2.4·0 . . /65-G1.. /l.t..o- 13o.o /lz.o-cq . :34.( /615-b3 /.1~-s . ~l:IS-64-;g~.o-33ft 117.s-•c /61$-tdiS /fo·l.r- 111.~-Gr ICJ o L o 0 ., {dO (""""\'-~ ~ -r--30.(, . /68-6G. lfftJ-(:::r . 28,J !Is-.~- fi,IS·6? /% ..;,-~ j()O C(3 ~;s-G,'f Ct>3 S8 s-z. 1~ 41. 37134 31 /a.4 __1.4'/.l- /68-'5 /~:··,.~ iJ_;CGJ.m/, /00 qs-~4. 94 q3 CfZ Cf;<_ qj Cfl Cfl 't( ZJ,./ 1$.-.0. !~6-G1 /Skt>- IS""~-·~ ,.-s.o-· ;If/...T ![oo q0 q~ q3 88 a4 79 73 cP6 ~3 s--<1 s-(L? /5'-Z. ''-&-70 IS"~. a ICb #Jt"AC. 'f' - /(p~-11 IS7.~ /S:8 ~~~ /&8-/7... /s<f.c-J-too ~8 88 B& BiZ-79 7~ 73 G] (o(Q hZ. ~0 68 J4,CJ /6/. 0 1613-13 163,. t.:J-z.s::s /6'(6/ 11».?4-/&7.o-2f!J,.{ 168-f ' ' . - REMARKS: ' .. . . . """""~~ .. • ·-, DATE: SHEET _QF __ P.L. UNIFIED SOIL P.l. ~LASSIFICATIO . . . ... . . I " ) ' t t J ., / .... [..t,. ". '~J SUSITNA HYDROELECTRIC PROJECT WATANA BORROW SITE D AND RELICT CHANNEL SUMMARY OF LABORATORY TEST DATA HOLE SAMPLE STATIGRAPHIC MOISTURE DENSITY SPECIFIC NO. NO. DEPTH UNIT GRAVITY CONTENT PCF 0/o A~-t-t"'B /t..f3-~ /ut....c- /0'1'.{ {61!,.;:.5] Jn:..o-to .... o /11.i Ill..~.-· . tc..B-~S. //.8.0 2.Cf ~ 3 /68-SC( l/6.u-2.8.2.. /1,_0,0 /t.f3-60 ;t.u.u-u.cr t21·1 /6/5-6{ J1..(/..o- Z...8.&, I L~."' /(,.8--fP~ tz.r.- I Jo o /613-63 1'31-"-34-( t'f.1 • .r /613-6f /3'-.o-:33,4 t31.~- /6~-f~.c,~-'30 .. ~ !II·S /b/S-6' tfti-.CJ-ZB,f !'f~ ~-. (6~-{,7 f~.o-/0 .. 4 /'fi.t.. l6J5-6!:; /j'"'/,0-:2-7 .. ( /st,.CJ /&~-'i IS'Jcr- /6'"4-lt /&;.f3-7CI !.Sf:()-I 5: 't-/$'"1.·0 . -· IS?.o- ''15~1/ / .l'!s-8 15-8 /s<i. <l>-14~1 tl~-72 f{,/.0 . . /615-11 ,,g.--z.s .. ~ f{.//.1 /'f>-14 /'-7-~-2..8 .. ( f.,s.<r 060 REMARKS: *UNIFORMITY COEFFICIENT, Cu: Oro 2 <D3o) *ftOEFFICIENT OF CURVATURE, Cz: (DIQ x Dso) ' " '. . A~lll ACRES AMERICAN INCORPORATED DATE: GEOTECHNICAL LABORATORY SHEET-OF-BUFFALO, NEW YORK GRAIN SIZE c* *" STANDARD MODIFIED ABSO· UNIFIED SHRINKAGE Cz· PROCTOR PROCTOR LIMfi u RPt SOIL o,o DJ5 030 Dso Dso Da5 OMC .'tMAX OMC I MAX o;~ CLASS. . . . >, ' . -f , . I I -. --· > - , . .. WATER CONTENT DETERMINATION .,.-c v L ..(' \ JJ.. \ \ ~ p ol t1 o D ~) "1 Project ]) J l \ r.. .-t4 t? -Job No. .J " Location of Project WA\A)Sf\ ~tleJU) { tt~ }) Description of Soil----------------------- 'Tested By __ f2 ..... d~~.:--·---------Date atTesting 1 \ l b \ ((J... I b I -(iJ /b" () ~~ .,., (o/JG-8 . & @ 4b ~ Date of Weighing ---{ij--. ____ ~_. -.• ~ ~ 11-t.J .~ . . f&,-4-~ Boring no. ~ -/b . ' ~~1 Container no. {cup) G-;J Z--58> 1)o0 2-(1 Wt. of cup +wet soil (2AS ~8'3 t~3'i L/11 (I~ • Wt of cup +dry soil { I -z,<=t cgzo II cao t57 I D 1-tj· Wt of cup . ~s'O~ z~-, z.b'3. s '2./D'-z::... 2--,~s . . .. ~1~-( E 0t . lrq,#s-1J)5 Wt. of dry soil . 7ct/. - Wt of water <t~ (p3 7~ 2,-*L I 3 3- Water content w% ~-l tilL;, g;3 (D~l ;,,r% (&) ,;~~ .. I . . ............ Boring no. (b-(p ~ Container no. (cup) stf . - Wt. of cup +wet soil !V1 . Wt of cup + dl}' soil I I 36) - Wl of cup £,6'7 . Wt. of dry soil 57~ - Wt. of water ~I ~later content. wo/o ql~% .. ' . iJ ~~ ; .;\: ~ " • :· ·k ~ .. ~ I .., .. J ,. ~ -· • ~ i . r . •ll ~ 'I -t~ i .. :g • ~ .· WATER CONTENT DETERMINATION Project <; US liN A H lfD\'< u Job No. ~·--.::....· __:...f?~S"~7.....;0~/-L~S::....::,5:~~.- location of Project [;) ATA ,J~ cgb rz~ .s lT~ J::::) ·Description of Soil .------------------------ Tested~ ~ ~;[ rt;rr .BQ.Ari9 no. . Container no. (cup) WL. of cup +wet soil Wt of cup +dry soil ... ~ WL of cup .. , · .. ' •' Wt of dry soil . . '~ Wtofwater . . Water content; w% Boring no. · ·container no. (cup) Wt. of cup + wet soil Wt. of cup + dry soil Wt of cup Wt. of dry soU Wl of water Water co~tent. w0/o .. : ' . . 0 ,\'\ ft t.u/...-15--sf-f./C r6l/ }f[~Jq ~ ., VA-:s ,, ·~8 '-'-\~··t~ ,;, 176 I /J. 4 ' ~ ' . - Date of Testing --:r/;7/82-r r .. Date of Weighing ------- G (9 - wt--1~-q-Jv( WL.--. 16-10 --ftt ~51 L60 /006 !413 qt_s /L£t6~ ... · ·2._~ s ~ 1-.6) .. -• 670 JDss . .. 7B II 7 J I. 6. 1/. 3' -· ... ~~ . . . .. ' ~~ i l i . ~ . i . . J f ~ ~· < •·>f i ; 'I ;r _,. • • . . ,.., WATER CONTEN1~ DETERMINATION Project --=--SJl:? rfl..\A \i'(D'R() ------Job No. P 5 I 0 I 5.5 Location of Projf!Ct _ C.AYY\jP WATA biA Description of Soil --------------------------- Tflted Sv ~. dof.H . tEs-r . . o • . Container no. (cup) Wt of cup +wet soil Wt of cup +dry soil Wt of cup. . " ~' . wt. ofdry~soh: ·~, . .. . -~...::..: ... }'~· \ Wt 'ofwater . _..', .. _:; ... .. . ~ . .. Water content w% • ~ ' Boring no. ~. Container noo (cup) . w~nof-cup +wet soil Wt of cup +dry soil Wt. of cup Wt. of dry soil Wt of water Water co~tent, w% i/Cd ~ WL-Jb -12.h-rrG ~~ tb .. \i-C\.."""' . 6\ ls88 /2._3 8 . -25 8'' ~ ·~~'? D ~,· . ~, lSD /£3% ~ . . . - . ?_5q .. I 06C:) q 8'4- ./,t,S~_ . .-- _.., -~~ ~-. /7r2-s- 'ils I 1, ~7% .. ,.,.1 ., ~ ~ ....... 1.· . Date of Testing J/ lf3j (3 L Date of Weighing ------- ~:: (cJ. ~t..-16.-ltb-tn~ 4- /Q brJJ-* . 976 . 1_~7 8·~ . . .. • . .. / . • / . . &, .'1 '6 . !/..,vf.\ I J .,·, ~...:"~ I . 9; 13 ,(j% . . .. . ~ . ' . \·. • ·:~3~·~~ .:~_,-:···-·:~· .. ~---··-~--~~-~-~---"0----···:~~-,---·--·--· .. -·-----------.: ~*-':, ff<:"". Wi\TER CONTENT DETERMINATION Jo.b No. ____..lP:_._.;:::;;,.S~/_0_/_.;:5:;.;:.5:;:;;;._.. __ _ Location of Project ----=C..;_A.::.~!..._.:...:.?_--:..W~Aw.T..~:.A::~..bl~::U-A.l..-. _____________ __;,._ Description of Soil-------------------------- Tested By J, ~ Date of Testing J/ L Bj B 2- Date .!'f Weighing ------- ~ (c) @ (c;)' ftS"r . ' ~0. WL-Ib -lll:>lrL ~ lb-'~"'-'·""'-w~-M-Itb-~" . . Container no. {cup) 6\ 2_$01 1-- Wt of cup + wet soil 1.3 88 1060 IQ 67-. /2_3 8 q8·+ . Wt. of cup +cry soH '176 . . '\ L-S 8'' .;1._$~ 1__ 7 8 . Wt. of cup '\ .. . '- / . . 7 . . . • . . . Wt of dry soil . ·~" Cj 8" D :~~ /7:Ls-h Cf rt -' . ' 1; ...... •/· ,, .: . [..; : ~ . Wt. atwater lSD "'(. ~.5 : . /£3% j/, 7% 13 ,(j 1o Water content; w% . • .•. . - Boring no. - -container no. (cup) Wt of cup +wet soil .. Wt. of cup +dry soil Wt. of cup . Wt. of dry soil . Wt. of water - Water COf1tent. wo/o . - ,~' .• " '',; ~,·~-;-· .. WATER CONTENT DETERMINATION Project ---.:S~v;....;:5:;...;~l~X..o~..iJ;;;..4~...___t-l~· E: ___ , -=-p __ -----JobNo.~~~s:?~_o_o __________ _ Description of SoU ------------------------------ 'rested By ~ Date of Testing ---------I Date of Weighing -------- Boring no. /f&>B-16 . .. . Container no. (cup) 03 . Wt of cup +wet soli 4-6'1 . Wt of cup +dry soil 4-'57- ·Wt. of cup 2s-~ ,.. . • ":!!OF ~ . Wt of dry soil 17 (p ,. Wt.ofwater !9 •··~ . 1 . .. . Water content; w% {OrB% . . Boring no. - .,. Container no. (cup) .. Wi of cup +wet soil . Wt of cup +dry soil Wt of cup . Wt. of dry soil Wt. of water .. '"' 'llater content. w% . ~ .. "' -.~, .... : ' ~ I . ',.' ,'P f:Ji,~~~~,~ \ \ ., . ' WATER CONTENT DETERMINATION . . Project -Sus rrrvA Job No. _..::.....P....;::5::;_7~0;.....l_._~_r __ _ Location of Project _{.JJAT(;NA B~~ D Description of Soil -------··-··---------------- TemedBY---------------------------Date of Testing ------- Date of Weighing ------- . . . ~ (i)' Wt, of cup ... ,,.'f .. __..o::'---~'2._-·. ,_7_~,-;_...~ 7.:.....:::,'\3:._._....."'·~~· _· ?1_7_3..._4--_'i_73_-l--· _q_~_3....,..._ Wt. oi}ater . · .1157 5 ';). ;~·· ., d.. 1-f •7 · if/ I 52..... ---·~------~------~~--------4-~~~~~~------~----~---'IJate~~~o~tent. w% I~ I Cf% . ~, .. ! 9 % 2'% I .3 Yo·. 17, ( fo Is·. '1 1: . .. Wt. o(idry soil . . >lr4\ l ••• t • ,.,.r · . .~ . '":. ".p! ... ~.. ... ~ ;I':: \ , . ,. ~ • ,~oi ''I' •· WATER CONTENT DETERMINATION • Project SJ& lt'JJA /, /iA~l .LI. ~ (5 l--nJ,-?' Location of Project ~U-/:::_~...:....:;..:: ~ tc,q~J.J.:..:....:.. "-----:::.....:..---:::: v ~;.__.._12..s...::.. ________ ----=-- Description of Soil----------------------- Tested By __ S_A_.A.;.__ _________ _ Date of Testing ------- Date of Weighing ------ ". aJ w ·!PJ -. ~ . JJ-"' . -~ . Boring no: . fbg-Lq~· 16C-. 36t., lb8-3/4 · . 168 --35 16.&-34-tA·:\1-. . Container no. (cup) 51 .. Wt. of cup +wet soil I~D3 JO 1-/ /275 JJ~z_ I?' ~ l~~p ·g;gg_ 1187 ~-of cup+ dry soil ~:~, /O·I(o · Wt of cup .,.-• ~ 1-6~ ~~ ~~0 ~'$8 .. 2_5g . / A~1~ 1~29 + ,._ .. ..· .. • .... i~~~·~ ' ~ o·:(·'<t ?s-7 Wt of dry soil•:~. · ,, . -. .,. . ., ~ •. ~ .. Jot ·wafe~ · \1, . '· ./r~'il--~ 8~f3 ·zz..::s·. . . . I "36? .. . --.~ . .. • . . . ,.;,_, ; . ' '<·! ;.~\ -J4~-i, i~' cr,iff%t . . l!,.ater co!ltent; w% :: ~ '>cZl/f;;. ,~-;. ~ .. . 1 1 . -=11~ r% .... , ...... k. .... « . , 2) W/'.· ~~. ""' . ·~ ·-· J ·~J. " . . ~;ti~3Jk~ ~~ -1-i-: .... Boring no. 16&-30~~·. ~. ,.... __ , l • . -' Container no. (cup) /. · .... vz . -. I . • • J -' "" f· .,,...~ ~-/ "' . .... ' ... ..... ~ ~ .. }' .. ,~..," . •' . ,, )0/i:t .. -W~ of cup +wet soil 676 /OLT_ . Wt of cup +dry soil 7&1· / '/()0 0 I \ . L.5~ 2..S 6 i_--;~ Wt of cup Wt. of dry soil ~I 0 742· . ' Wt of water .. -r o·7··~ 22 .. ~. :2o,1 ~ · 3,o% \Vater content. w% • . :·. -. ' ,j, .. \ WATER CONTENT DETERMINATION ';;Ject Su 3 t TN tT ftc \l Job No. .P 5 J 0 I' _s-_r-.. t.oeation of Project \) AMS cT6 Bo~~WA-{?...8/t~D.;; Description of Soil ----.--------------...,..-----~--- 'rested By J-tklforl Date of Testing 16 Container no. (cup) . :I 63 Wt.of-cup +wet soil rss /03 1+51· /984- 12.6? .268 2..60. 2...6.' Wt. of wate~; c;. • • ·,· • ! < Water content;· w% Boring no. Containe~ no. (cup)·._ ·,_,.., Wt.. of cup:+ wet 'son .fOtg(J Wt of cup +dry soil 556 Wt of cup Wt of dry soil .. Wt of water . 3.5 Water co~tent, wo/o 1-f,S%. . ,, "• ,· -. ' J~ .!-·· .• f. .,.. _,:, " ... ' • .., .. '. • .r • .!: CJ r, ~' 1 I .. -··· ~-.". ----~-----·----·-"·--~·~~~'""'-_..___ _____ _.., .. __ ~--l! -' -r·---·--- -. : .. ·~ .. -~-- 1\, <(. ..... ·-•) WATER CONTENT DETERMINATION JobNO.----~------------- .. j Description of Soil -------...... ----------------:--·-·-;.._· :-i <--.:. Tested By _____ .....__.;..._.. ______ _ Date of Testing ----------- Date of Weighing -------. _ @ .. .. ··- r6B-4s ~<I /68 -(9-Y.·~:;. 49) ;·~~~ vs5·.;·_· . . ". ·wt£ of cup +wet son " ' Wt. of water .. . ·" '1 \ Wate~ c~n·t~t w%~· '\. ; ~- Boring no. Container no. (cup~ . ~-·· " Wt. of cup +wet so~ Wt of cup Wt of dry soil Wt. of water Water content, w% . '\ " ·1815 fiZZ,. ' .• -I I.S • ··~ -17-:S~ I 137 /3.7% '!it .. •_, ' ~. • . -;!_::: :;~-~ ... :.: ~-.... •.•.. --' ···-----~------. .. : ....... ___________ ,_,_,. ... -··-· ......... -... .-..... ·----------.. -~-................. _ .. ________ ---·~ ""-·-···•· .. ·------· ""'"''""'"••·-· ·--·------- . . '*•;..:-·'l~ ' oJ?' ..,; 4 WATER CONTENT D~ERMINATION ProJ.ect • s=;«J.S rn.JA l:{ ~.~£-~ P _____ . ----Job No. • ? 6' 1 DD'" s-5 ~ Location of Project (JJ,.ATAtJA ~ "S. t l"1s :D . Description of Soil ------------------------·------- Date of Testing ___.1"-f-}t£;_. _· -.l_tt-__ _ Tested By------------------- Date of Weighing.-------- @ '(lf;;) . --Boring·no~ .. {66-sz._ ! /68-~{ .. . . Container no. {cup) .. .'l,:!J {pf .. - Wt.of cup +wet soil . . i;. . ~~( l~ ' Wl of cup + diY~f 1'1._06 ,, 1711-.. I ' ~f>l Wt ~o.f cup~~~ .... ~.·. 1_,61, .. . . . ' _._. .. I• ~ . ... ~ ' .. . Wi''ot dry $on ·~r-: : · · ' cr~t: '·.q q~· 3 :::· . ..... . :· .. ··.'. ' . '. ~-, ... :.\ · Wt. of water· ~ ~ .. ~ .-\.~. . [' .· wat~ cont~nt wo/o.·_,: . . . • '\_"f '\. t." .. . Boring no. Container no. (cup) . Wt of cup:+ wet soil Wt of cup + ~ry soil Wt of cup Wt. pf dry soil Wt. of wat~r Water content. w%. . . . . ' . Cff."' ·~1~. ,::.· ..jl-;.. • . .. ... ,;:..7''11-~ . ""' /D,o~ .<i;o.o·% ~ .. ., ~"' . q. • \ ~ .. " ·-... ~ft l';c· •. "-, ... ;t ~ ~. ~ . :~·~;·~ ,,. .. ~· ,~.._ ' \ .. -:;..\;,..._ ~-. ·~ . ~ .. •t~ . ' . . ~ -:-~ .. ..._ -. ' . . .. ;~)'?:< .. ·:' : ~·· ;~:.::·c~. ~ ;:.· .. ,f;Jt·~'!f~ . .... ¢'·~:;~~t;.i·:, ... ~-~~ .. -.. .::fb' _;~~ ... ~L-~. ......... ·--, .......... __ ., .. __ .. w ...... .. \ ,_, 'I J' '' . .. . . . . ·' . ' . .. '. ~ . ;. .. . . .. y ' . ~~, " ""'...., .... ~~ 1IF . ' .. . ..... - •• . ~I. ·~ . ! . ~- .. . . WATER CONTENT DETERMINATION Project _ _...;;-sv;;...;;....;s;;...I;....TlJA ___ . ...::..\4.;..:.,-=;;::;..;,..;..p_ .. _____ _ Job No. P5co L S ~ Location of Project -· -~Vf,/;::.t::....~r::ll~~~.:::~:t._s.::.C.LJ'</.e.'m.:...!.t..P _________________ ......:- C,c...At1 \) ~\\ ~ Description of Soil ___ :_ ___ ---=---0--J..---------------- Th~BY--~~·~~~~~~----------- Q~~:-~~ ·,~ ·1~t ~ Boring no. ~ntainer no .. (cup)\ :Z,&.O . Data of Testing 4/2 ~BL. Date of Weighin~ _ 1[t-1l ~ /\ . ..:~1 ·: ~· ... . L} (..£:!;/ • ' . ·~ ' . {6-/ ~ 1:.# ,.,_,. ; su.'i;' • : wt:: of cup +wet sot 1 t:,· f , J 7_, tF\~?f~ · b~ Cfq4-. - ' . ' t -z, o7 'fS B ....;;.. ___ _;.,.;. __ 4-__;-~---f-__;;;;,---'--..f---..;;._---J---..:..· ---+-, -------~ '• ~·(j, ~~ ~3 •' -.. ;,, . "'· .. . " •.- ·' .. --· _.,.,_r,. __ ..... ,..,....,;.,.;,,_ . ' WATER CONTENT DETERMINATION Job No. ~P-..:5~7=_0--..:.../_5_5 __ _ Location of Project __ C;:;;....t_A.;.;...Y1'_P:-__;;_W:....A....:.T..:...!-A~JJ....:.A...;.._ _____________ ...;;_ Description of Soil -------------------------------- Tested~y k ~ Vi-.~ Date of Testing Ijz.6 1 L61- Date of Weighing ------- ·-:e . .-.:.l~ .. i6B-~ -=t 16&~tJB ·168-7-0 ~·s no. . . . Container no. (cup) "sB · .. 3 ~7-0 . . WL of cup +wet sol( " : J§&J4-\ ·J4t46 .. ,4-~55 . " ,J.fbl3 \ 1!'13 l~f48 Wt of cup +dry soil ' \ -· Wt of cup.~ .• , · ... ., ; .. ~.t;-~--\ 2-{,D -11-:l.O. .. . . ,.;, ' . Wi'of d,Y soi! . ~' _':~r~:f'il 0 ~, . ·-r~l/!33 f/Od$ ... .. .... _ . - . -~ :) ;.:-~jj_ c; " ~ . .'l61 Wl of water-'f'~.,~~ ,. ~.~3 .• t-4 . -'\. . \ 1 J.'f.. ·\ . .. .jO,lf.% ' I 5.2.fo Water content; w%·...:..;., ~ ;1 r,, 7'/6 ... Boring no. - Container no. (cup) •t" v . :;. . ' . Wl of cup +wet soil \-' . .. . . . ;."' Wt. of cup +dry soil . ·~ .. Wt. of cup ' Wt~ of dry soil Wt. of water,;J>;.," .• ' .. ~ . ·,~-·~- \Vater co~tent, w% . ,. . . .. ., . '""~t4. .1(:, • ~q::.:·.~t ~~: .• ~' . "' .. • . ~ ·' ) '. I . .. ~·~. ;~: ' '• r: . ,;-. f~.~r ~· «&; r; !:.~/ It; .. ;·; t f =.-,., ... .. f. ' f j ,·,\ t ' l l ' I '):{t:·:; ... ";, ·, ~·~;· :. ·. ~. ;. . '"'· .·~\~ ·~. ... (.(•it ' ··t·~ ,, ,.; ~ ' --.~~. '::~.:~·-,~~::~1=,~ -··:::·~-:-----~""' , __ -' ---' ---------~ -------..-c-;--• ... ·---J , . •. :·.,,..M,·~, '; ~ ; ~ > ~/ ~' . ~ tt. Ill' 'd: WATER CONTENT DETERMINATION Project __ S_fr.>__;,..l T...:,__A.l_ll\ __ .:...H...~..J _E..:.., .:.,_P.:..,.. _ __,_ __ _ JobNo. __ P_~ __ 7_0 __ 1~~~---------Location of Project ___ ~_A...;Y11~P~_W_.:;.A..;..T~d.:.~:J..;;;..;IA:;...:_ _______________ -=-- Description of Soil ---....--------~-------------------"· Tested By __ .::;.~.;..; ... ;.... . .;;;..Cblf/~~ ... ;...._ ______ _ ' " wLof pup+wet soli ~ ~.. . . ~~ Wt: pf cup +dry ~ Boring no.· ., . . .... . Container no.,l~up) \ . ~· . Wt of cup Wt. of dry soil • t .., . Wt.·of ~ater~,· ·~. . . . Water content, wo/o .. ~·~ • rJ..~· ill~" ' I~ t .,'t'. ,:t'f : .• ;~ . ~ .~ ~ .. ~-·. J 'r' ~!~· . .. '~. '111,., ,• ~. . . ~ ' ~"' f ~ ... Date of Testing _-:::;-/2 'B/ B::z.... ,/I . ltB-7-~ 118-7tf~ .. ,•.At .,.. ' . ..,/ . ~t~' '<(• .. _ .. J ;1; ~:. ···t:··· It ; " ~ ' .. .. . . ' ' WATER CONTENT DETERMINATION Project _..,._..::fSVS~.::....:;;l...;.'T_JJ_fA _____ .....:-__ _ 'Ps7o' ~,J~ .tob No. ______ .,_,;;;, ____ . Location of Project ~tJA ~ :'b l~ J) Oescrip~on of Soil -------~-------------------- Date of Testing --------- ~Oate of Weighing ______ .,.._._ 'tZ; ~·f4l 612;--5bllL-. ' ... . Boring no: tt6~-5 . ' . . . . Container no. (cup) -·t t,6 Wt. of cup +wet soil ......... ' ' . Wt. of cup + dry soil £-~ .. t..S . \ . .. Wt. of cup j3tP~~1 . ~ . < • < 'Cfs;.q_£2 Wt of dry soil .. .. .. ."'·' Wl of water . . .' : . . . Water content; w% · . .. Boring no. - Container no. {cup) . Wt of cup +wet soil· Wt of cup +dry soil Wt of cup Wt of dry soil Wt. of water Water content, wo/o . ., . . . . . . ~ '• . . f . / ,, • ~-(· ,. -- ,. ••• . • . '<lllr-•41.•-' ... . .. . ... • WATER CONTEN.T DETERMINATION Project __ S~G::....S...::.)..~..· r.:-....:~o\...&.N...J..~~---------Job No. _s=:'"""--=-6_'"1-...:..,0_\ _5-=S;..._,_ __ _ . Date of Testing T) '2JPJ ~~L ·q (fiJJate ~~Weighing_ -~----,_~ ... ------ ~ J)<.twe.tbm"" D~'f~fl6flr /,kit Jvv~ .. '.._,. ~ D~ WEJ6r11' . ' . .. :Boring no: lbB_;63 !6B~S""S . . Container no. (cup) .fb5 s-z._ . . . Wt of cup+ wet soil . '\ . Wt. of cup +dry soil !B4 .. l2 I 86-~60 .. WLofcup" .. J3>b .. o'8 1 3&,-ts -- Wt. of dry 'soil_ . . ~ ~·t8,04-¥(,q':} --., . . ' ..;.: ~c. . i.:.-s· Wt of water .... .. \.' ~ ~ .. -, -· ' ... .. . ' . ;+:s,o · ~i-4-S~ ·o Watercontent; wo/o . ~)31 . ·m ' Boring no. - ·- ·Container no. (cup) . . . • W~ ·of"(:Up +wet SOil . ~ . -'ll'~"' ..... ~, >~ ·,~~-1;1 .. ;<f.,., Wt. of cup +dry soil Wt. of cup Wt. of dry soil Wt of water ,, . t . Water content, w 0/o ·- . . .. .. , I ..• ' . ··"" r . . ·rlbS:.66 I fb~ ' • . . . ' I !6B .. io1-. . ..::; .l36.l0 . ... . • ;. .: :._5 Jlq ~ . ~i :r" ~-~ " .• '< '· c • .. ;;"'" .. -.. ''1. ·~.: ·, .. ' . . ··,.tt-6·~~9 -p; -. -".. ( 4 . . . . . . . • • . . ''""' ' .. ' '\ J • • .• . ' . --~ )'. --~ .. ·- • ' • ' > ~ I .. • • c: "(t US. Standard SltYt Op.ntng• In lnchtt U.S.Ston.tor• Sieve Humbert Hrdromtttr 100 It 9 8 3 2 11/2 et>\ 3/4 1/2 5/8 4 10 20 .4 c." eo 100 ..-o 200 tro . 0 I I ,q ll ~ t!1 I II I' I I I I l II 90 ~ .~ 10 r( a-' ..._ k. \: ~ 80 . . . . 20 .. (. ~ '' . ..... ~ 70 J"': 30 -!~ I -.I: 1'.. .c 0 (Ill Q) l'Gl. .. ~60 -.... 40 ~ I iiiiiulillii!lillli1'~~. r~ ,.. r-.. ~ .Q 'r-1 .a ; 50 ~ '· 00 ., c: ~ .. u: ... 0 '--'\ C'..J -u c: ~~--60 tti 40 ... -u ,~ c: ... ~ ., «< u .. Q. .. 30 70 Cl. (· 20 80 10 90 ' 01000 500 100 !50 l) 5 I O.fS Qf 0.05 0.01 0..()03 QOOIIOO GRAtH SIZE IN MILLIMETERS ~ .. f); BOU..DERS COBBLES GRAVEl. SAND. FINES Coarse. I Fine Coarse Medium . Fi!l!t .. •. . . ~ ... ·Slit Sizes Cloy Sizes -[iiJ ~ > ~ ..... . ..... LAB TEST NO. BORING NO. SAMPLE NO. DEPTH CURVE SYMBOL CLASSIFICATION SUSITNA HYDROELECTRIC PROJECT . 0 . . . (fJL-L£A:-l-GiA AH.-l"A 1'='-l S.u ---s. o s~ ALASKA POWER AUTHORITY WATANA BORROW SIT E.: D AND RELICT CHANNEL •· GRADATION ANALYSIS CURVES ":AcREi AMERiCANi'HCORPORArEo ' ------ cl .. ~ ":....)' ~ 'f I J! i c. ~ I I / F "I • • ~~ .. us. Stondard Slevt Openlngt In lnchn U.S.Stottda,. Sltwt N·~mbtra Hydfomtftf 100 12 9 s 3 2 11/2 ·~ 1/2~ 4. . 10 20 -tO &P 80 tOO MO ZOO 270 0 I I I II II Tf!7 I\~ i1 ~ r-.r----..1': h. I' I I I I I [I -·-~ ' ~ 90 !-' ' " tO II • lk~ ~ 80 ' .l<!~ 20 ty:') .. ---.. ~ 70 . 30 -~ -.1: .c 0 . ' ' " .... , 01 -'i .. 1-~60 . q() ~ ,.._ .>.. ,.. .Q .Q !... .. • 50 00 • c: • -'- 1.&. 0 () -0 ~ 40 ... .. . . ' 60 -u c .. • ., u a. ... I ., ro '· 70 Cl I 20 . ' 80 !0 -90 JJ ~ OK>OO ' l QOOIIOO soo ICO ~ I) !5 ' o.n Ql ~05 0.01 0~ GRA~N SIZE IN MILLIMnERS BOU..DERS COBBLES GRAVEL . S:~No·. FINES Coarse. I Fine Coarse Medium ... J Fine Silt Sizes Clay Sizes . ~ ... , .. .. ,.,_ [iii] LAB TEST NO. BORING NO. SAMPLE NO. DEPTH CURVE SYMBOL CLASSIFICATION SUSITNA HYDROELECTRIC PROJECT A"-t~ ·l .. o-{( ~ o 0 ' . ~ . . W L ·t~-1cr..,-'lA. {f::A -~~ C..L--ML ALASKA POWER AUTHORITY • <' • • . WATANA BORROW SITE D -I ,.. AND RELICT CHANNEL . ·' . GRADATION ANALYSIS CURVES ~REi AMERtCANTNCORPORATED .. . ... , ~~ ...... -·-· "'",_ _______ ..., ___ ~-------~--~""'---.~-----~-~--~--... ~ .... ,.........,---· -~.---.-.. -· --~~ \) C> : ·~ ;, I j illfiU>t"fM~ i I r i t ,, r I • •• u.s. Staridard Sieve OJ*IIngaln lndltt u.s.srandqrd Sten Num~ra Hrdtomettr 100 12 9 e 3 " 2 1112 • 3/4 t/2~(1 ~ 10 20 Ofo . eo tOO Mo 200 zro 0 I I I I I I I \:!, \;!)-~ I I I I I II . - 90 -Y.:"\ 10 . " t '"" oo \ --ro ~ . . \ _70 ~ w- ~ ~ 0 ~ ~ 60 -1( • ) • «> ; ~ \ . ~ ~ \ ~ ~50 \ oo: -"-u. . . ,, g «~ •\ u ~40 ... 60-u c ~ \ e 1 ll.. (.) ~ I ro · 10a..' ~ 20 - -i\ 80 ' . 10 .. ~--90 f "-.... ~;~ . , O!OOO ~00 fOO !50 D 0 I 0.0 Ql -0,05 O.Ot 0,00!5 QOOIKX) GRAIN SIZE IN MILLIMETERS BOU..OERS COBBLES GRAVEL .SAND.-. FINES Coarse I Fine Coarse Medium J Fine Silt Sizes Clay Sizes LAB TEST NO. BOR;NG NO. SA~PLE NO. DEfTH CURVE SYMBOL . CLASS;FI~ATION l••amj SUSITNA. HYDROELECTRIC PROJECT {UL-1'-A..-ih~ 1\lJ..-Lc,.,~ /bA-i-b q~o-U. 0 0 0W ftl0[1l ALASKA POWER AUTHORITY · WATANA. BORROW SITE D AND RELICT CHANNEL GRADATION ANALYSIS CURVES ~~ A'MERiCANi'NcoR'PORir£0 ---------------- Q,i"ffl'::<;"la<t-"'1""' " ... ~-" ·; 0 . l 1 t I ! ''-' ! 1*1!<11Sii'41lft'~W1 I i 1 I' I IJ ! .1 l l ! -· I l ( • • . US. Standard Slevt Op.nlngs in lnchts U.S.Sion_dartl Sieve Humbln HJdromettr 100 12 9 & 3 .a'\ 11/2 I 3/4 i/2 3/S 4 10 ?.C 40 Coo .. eo 100 HO 200 . rro .. ., 0 l I I' I~ v ,, I iT -I [l I' I I I I II . . \ . . 90 h ........ ....... '' ·tO t-J [C/ ~-. ' 80 ~ d. . 20 r-li ~ !'--.. . 70 ~ h. . ' 30 -~-"" -J::. .c 01 .... C'JD C) ~':[) • 3:60 . «> ~ I'-I\ >. 1\. .. ~ .c, " " ~ ~ .. ... • 50 . .-. -50 • c: I~ ~ .. ii: ... i\. 0 '\ 0 -u ; 40 .~. 60 -u c I .... . . .. • ., u Q. t'v:'\ . '-• 30 '<v:-70 Q. \..:. r--[1 1- 20 .. .. 80 r- 10 . f, g:) ., ' i 01000 -j QOOitQO aoo 100 ~ J.) 15 l 0.15 Ql 0.015 ().01 0.~ GRAiN SIZE IN MILLIMETERS . ,.~.' ~ '~ ·-~. ' .. -. ' ;;.._."·' ~~ ~ .. . "' - OOU..DERS COBBLES GRAVEL . SAND. FINES ·-Coors e. ·1 Fine Coarse Medium I. FfnG .... Silt Sizes Clay Sizes . .. " . . LAB TEST NO. BORING NO. SAMPLE NO. DEPTH CURVE SYMBOL CLASSIFICATION SUSITNA HYDROELECTRIC PROJECT Au-t {Q~ /bA-C. (:) [i] r "' -"' "-' -,.,.,_ vJl_•lbA-b-<::,A . . t3.o-13·S GRADATION "--~-- Q ~~ ""'. {) '! ,::, ANALYSIS (\ " >• SM -sc..... ALASKA POWER. AUTHORITY - WATANA BORROW SITE D AND RELICT CHANNEL ( CURVES ~---...----.~ ·ACRES AMERICAN iNCORPORATED .. 0 <::> ' r.;; (t I l rl l r I ··-' ' • j / ~,.<· US. Standard Sieve Opening• lfl lnchn U.S. Stond(jrd Sl'n Humbtn Hrdromtftr •· .. 100 W2 9 S ~ 2 fll2 I 3/4 1/2 3/8 4 . . 10 20 4~ 10 100 MO ZOO 270 _ I I II l 'F<'\ I I I I 11 (T ' II I I I I ! I _ . . 0 90 ty-;)1-=\_ ._. ......... ~ ·" -10 ' !}""'~ ._ \Vr-ao t--f: 1\-· · 20 ' -~;~ro-,.__ - / .. f 70 ~~k.n. 30 . ~ -~ - 2 f (,; '& ; 60 ' ..:.....~~.... .. f ~"""'r--.' 40 -~ ~ 1'--b f ~ '-• 1'-7 f!C'."Y . ... ~ 50 . . f -1 ~ ........... . ' . . . . 50 <II ii: 'f '~ ~ " .. g ... \.iJ;I, u ; 40 'k . -60 u ~ ~ ~ Cl~ ., c u a. ~" ~~l\ ; vv K.-U • 70 Q. I l'r~ 2o . . -'Nb eo .. . . ~i> .....:: 10 90 0 _._~~----~~~~--~~~--~~~~~--~----~!·~~-L-L . . ~ 1000 !500 !00 50 D 5 ! 0.!5 Q! 0.05 0.01 O.oo5 QOOI GRAIN SIZE IN MILLIMETERS' . BOQDERS COBBLES . . GRAVEL SAND. -. . .,, ____ _:...:FI~N:.:ES=--------.------! Coarse. I Fine Coarse Medium [. Fine Silt Sla:es Clay Sizes LAS TEST ~0. aoR.ING NO. SAMPLE NO. DEPTH cuRVE sYMBOL CL~~SIFIC~ITION I•Pomi SU;ITNA HYDROELECTRIC PROJECT uH ... -\bB-~ \o. A H -lL l3 ;2.. \0-J?O,D -l.f;;..o (.) Ct--c tt HUDlll ALASl(A POWER AUTHORITY '? · WATANA BORROW SITE 0 AND RELICT CHANNEL ~--~------~----------~---------r----------r----------+--------~--------~~ 'GRADATION ANALYSIS CURVES ':rem TMERiCANTNCOR'POiiriD b--------------------------------------------------------------------------~~~~~~~~~~~----------~----~ >if<;.i; .. ~~·~-... « \ .. f-_,..,,..,,~ ..... ".::1~, •• L (,~ . ()., --~-.~ ___ '' ~-----· ___ _ _" . ___ , _ ;~~ --~---~-'· ~--~~ ~"'--~· -··"·--~ .. '-_-?"'""·'·2~~:~~--~zT~~-:~-: ... ···"-~--)"_:~:~1t8 .-·-, ., 1 -,; .... : : __ • -~-----T ... -------·f.::.. -a ~A ,,,,, I l I l :) " ~ ! . ',;W'1'?81i@l!l?_~ r,~,J \! I ' l l ! 1 j ! , 'I 1 ~-----~ • •• us. Stonlfc:d Steve 0!*)1ngt In lncheo U.5.S~andard SliYt H~ambera Hydrometer 100 12 s C5 3 ~11/2 l ~4 1/2 3/PA 4 10 -20 : 40 (pO 10 100 MO 200 i70 , -,, 0 f. I l fl 1'-l ',) II -I [T I [1 II I I I I II , ... . : 1\ 90 ' .. ': K> \ 80 ( ~ ~ . ' .. 20 1--'\ 0 •, 70: ~ tL ~, ~ r-' """" r-r-.. --.r::. to...... ~ .c Ol '~ / oro 0 1'--. • !t60 :: 40 ~ >.. ').-'\ ': ~ .Q " :". '-a.. ., 50 : . 50 • c -~ Cit iA: "-0 II•~ 0 -u ; 40 :. :. :. :. GO I' -u c '-' Cl ., rr:~ u ' '-0.. "" 30 ~" 70 0.. ~ 2() llD-f'... ,,.......,. 80 ~r:i'l -~D 10 , I 90 01000 . QOOIKX) ~00 100 ro I) ts I 0.0 0.1 0.05 0.01 0~ GRAIN SIZE IN MILLIMETERS • BOU..DERS COBBLES GRAVEL SAND. FINES Coarse. I Fine Coarse Medium l Fln' Silt Sizes Clay Sizes ......... ··- :: . ._,,< .. [i] LAB TEST NO. BORING NO. SAMPLE NO. DEPTH CURVE SYMBOL CLASSIFICATION SUSITNA HYDROELECTRIC PROJECT (-) ~ : ~ : : IWL-1~-1-q" A\-\-l'-A (loA.-1 /S.o-/~.1 SW\..-~W ALASKA POWER ,AUTHORITY :- WATANA BORROW SITE D AND RELICT CHANNEL ,rl I GRADATION ANALYSIS CURVES ~REs AMERi'aNiNCoRPORArED -------~- ti il ... to.:' ... .._,_..,~...,_-"":';: __ ,....__"""'-_~-~·~; 'p ~ {.~ .. '~ )jl j ,I I l I I, ,. I ··-~ I J l • • t1S.Standord Slev• Optnlng•ln fnctl., U.S.!Iandor• Sl•'~• N""'"" Hrdro•utn 100 12 9 s 3 . 2 11/2 ~ 3/4 ·. fl2 3/rJ 4 10 20 40 c,t) QO 100 MO 200. 2?0, . ·o I I 1 ,, ll !'\' p -. ,, ,, I' I I I I I II ' ' [.)_, 90 '. '. ~ . 10 'f-1\ ti-r--... -. 80 ~ 14 '' 20 ·" . ' . 70 _,[') 30 -~I\ -&:. r. 'CII Ot 0 f'\ .. 3:60 ): 40 ~ ,.. .. ,.. ~ .Q '- \,;. \. ~ ... ., 50 . ' ·e-;o ta c: !\_ "' -... u.. 0 ~ 0 -0 ; 40 ·-!.1 .. ·oo B -u c: '-. 41) Cl , . .-..... u Q.. 1:.~ ... Q,) 30 ~ 70 0.. i1 • !-:-' 20 eo 10 90 . 01000 soo 100 !50 » 5 I 0.0 Qf 0.0~ 0.01 0.00!$ QOO~tCO GRAIN SIZE IN MILLIMETERS .. . ' BOU..DERS COBBLES GRAVEL St.No· FINES Coarse. I Fint Coarse Medium I. Fine . Silt Sizes Cloy Sizes .. ' ' ~ > ... .... . ' ., "'·' . • LAB TEST NO. BORING NO. SAMPLE NO. DEPTH . CURVE SYMBOL CLASSIFICATiON SUSITNA HYDROELECTRIC PROJECT A t-t -cfQA /f.cA -8 0 ,, . ' . - WL-IC..A.-6-.q#l( l1.o-{1 .. "l.. ~!M-Sc... ~ILASKA POWER AUTHORffY . I WATANA BORROW SITE D AND REL~CT CHANNEL \.. GRADATION ANALYSIS CURVES ~------------.-·ACRES A:MERICAN INCORPORATED -··- ---·~---~·-,._.. ··:~?---~-:--·~~ ~--:~~~~~-:~~ '; ~ --~--.-._,~~~ ~,f~~:r~~~.- '~< ~ ·~· ~-: - '\-.... ~ I 1 ~ ' . t i i t t • ;a • • . . US. Stondord Sieve Openings In tnch11 U.S. Standard Slt'fs Nu~u HJdrOmtter 12 9 4S ! 2 11/2 llt4-1/'l. !/S 4 10 20 40 VJ 10 IIQO 140 200 21'0 , 100 I I II fl I ~Ill II fl I I ~II . 0 II I "' . ' "l 90 ·~ . ~ ' .. 10 I< e.r r........ 80 ~ ~ 20 ""' I . f " 70 1'. ef) :30 .' -r-.[\.. .t:: -0 -.c t) K 01 'i ~60 ...-40 ~ i\! lJ ,.,. i\. ,... .Q "· I .a t.. ~ .... ... • 50 00 tl c: l~ .. ~ ... 0 -~ 0 ~ 40 u ~ 60 -(J c ! ... ~ Cl u a.. ..J "'r-. ~~ .. .. 30 I 10 0.. . 20 80 10 90 .. i '-' 01000 .. QOOIIOO ~00 100 ro 0 ~ I 0.15 Qf 0.0~ 0.01 0~ GRAIN SIZE IN MILLIMETERS '"ii, .. OOU..DERS COBBLES GRAVEL . SAND. '. FINES 1 Coors~ I Fine Coarse Medium Fine Silt Sizes Cloy Sizes) ' . 1 ' .. • • LAB TEST NO. BORING NO. SAMPLE NO. DEPTH CURVE SYMBOL CLASSIFICATION SUSITNA HYDROELECTRIC PROJECT " ({S-'9 /9-O-('t-1 G Svvt. (;JL -;!i.-er-r=~}> .. t~ ALASKA POWEF; AUTHORITY . WATANA BORROW SITE D ' AND RELICT CHANNEL . ' ' GRADATION ANALYSIS CURVES ~------~ J ·~RES AMERICAN INCORPORATED -...... t ~ I ~~ ~ i f.? r ' ( • U.S. Standard Sieve Optnlng• In lnchn U.S.Stondord Sltvt N~mbtra Hrdrometer 12 9 6 3 2 tl/2 .11"'\ ~ 1/2 3/S 4 10 20 40 ~ eo too ,._o zoo zm iOO • 0 I I I il II 'L1\ ~ll II I I I I II I .. ~ r[) ~"-t---90 '-10 \ .. ~ ~'., . ' .. 80 i'v t'\ 20 ' r\. 70 " :30 -' -..t:. ~ 1\ .c. 0 0'1 ., . rot\ .. ~60 -' 40 ~ >. " ,.. .Q 4 ... ~ ... ., 50 .. 50 II c: I\:: l\ 0 u: ( ... 0 0 -k 0 c: «< 40 ' 60 ~ Goo u c ... .. .. ., ~ u n.. ... " 30 ~ .. 70 a. I .~ 20 -~ .. '. 80 ·- 10 90 01000 ~00 100 w K) G ' 0.5 Ql 0..05 0.01 0~ QOOIIOO GRAIN SIZE IN MILLIMETERS BOU..OERS COBBLES GRAVEL . .. SAND' .FINES lo:>~+p 0!!;1~/~-...;. Coarse. l ~lne Coarse ~~~;3~3iJffit J Fine Slit Sizes CJCJY Sizes ·-"-. . ... ' '" > M "' '_f<_ * A· ' .... , ..... [i] LAB TEST NO. BORING NO. SAMPLE NO. DEPTH CURVE SYMBOL CLASSIFICATION SUSITNA HYDROELECTRIC PROJECT A+<-!G f(;rlDA.. 0 . .. . . .. . . .. [JJr_ -J t;;-co-6fA ;:tl~8-;2.3.o S\M.. · ALASKA POWER AUTHORITY . . WATANA BORROW SITE D . AND RELICT CHANNEL . I . GRADATION ANALYSIS CURVES 7cm A"MERiCANINCo"RPORim> . - . .,... ;. J· '" C" I .t:I 1 l u I .J ·~'} ' ·I I ... • -· . US. Stondorcl SltYI Openlnotln Inches U.S.Stondard Sltn Mumbtra Hrdromtler IOO 12 9 S 3 2 11/2 I 3/4 1/~ 3/e 4 . 10 20 40 80 100 HO 200 21o . O I I f I [I I ll,!i '"\ ~ ~ 1-t-r( f:) II I I I I [1 t-.. ' 00 ~~ ' ~ ·~~~~ ' "' 80 . roo.. 20 ~[\ ' . . """T'" 70 roo... • 30 ~ ~ . -0 .~, ~ -·."·Y':"'' 0 ~ . . ?:60 .. 40~ ~ ~ ~ ~ . ~ ~ ~~ ~ •50 -· JU\0 .: (••) OJV ~ ~ ~ 0 0 -u ~40 ' ' 60-u c ~ u ~ .. u ~ ; ~ m~ ro ·· oo .,-H~~~~~~--~ 10 90 i 0 -00 1000 000 100 r50 I) !5 I 0.& 0.1 0.05 0.01 0 ~ QOOI GRAIN SIZE IN MILtJMETERS ~~~~~--DE_R_S~~~C-0-8-B-LE-S~~~-:-_-,-_-.·~~GR~~-W~EL~~~-=~:~[-. . SAND' ~NES . ~oars~ I Fine ==}Coarse Medium J. Fine Slit Sizes Clgy Sizes LAB TEST No. soR)NG. No. sAMPLE No. oEi'TH cuRVE SYMBOL cLASSIFICATION I•Pom] susiTNA HYDRoELECTRic PRoJEcr UJl--\lo-12 B fHt-1(:, lJ.J3 a7,Li-a~. 2 (t-) ~'IV\-VV...L.. ftUDlJl ALASKA POWER AUTHORITY · _ WATANA BORROW SITE D . AND RELICT CHANNEL . GRADATION ANALYSIS CURVES ~REi A'MERiCANINCOiiPORir£0 -..... ~ < r(t D I '""\.:, I I J .. j J ~ I • US. StondGrd Sltvl!. ~lngs In lnchn U.S. Standard Sltn Humbert 100 12 9 8 3 2 11/2 I 3/4 1/2 5/S .. . 10 20 40 . I I II. l II , \.• J II I II II I' I -. """\ - 90 ~ '. lF. l ·~ t'. I ~ ~ 80 • -,~ ~ ~ t"\ \ ~ • 1--r\ 70 !-~~"--I' .t::. l'o... 0 -r. ~ ., :t60 ,., ~. .Q \.:... L. ~ 50' . ii:: -; 4(D u ~ .., a.. .. ro 20 10 01000 _j ~00 100 ro l) ~ I o.n GRAIN SIZE IN MILLIMETERS BOU..DERS COBBLES . GRAVEL SAND. Coors~ ·1 Fine Coarse Medium I. fine .. .,. . . . . . . , .... , . • -,. +· ~ . -· LAB TEST NO. BORING NO. SAMPLE NO. DEf''TI-f CURVE SYMBOL CLASSIFICATION l~lb-1'-fct. At+-fb \ 1-\o.... ;;.q,~-30 .. 2 (-) 5M " ~- GRADATION ;.\NALYSIS CURVES ,~·-~·-·"'·------"'-~----___,--..,...~ .. ·---~-... ---~-_........._.---.. .. __.,-"'~~-----... --..---.... -· _..._.._,r~ r_..-:--.... ,._ ~ ~) {t •., v / • ""' ,/ Hrdrometer eo 100 140 zoo 210 0 I I I [I . '. . tO ~ ' . 20 '' 30 -I.: ' 101 -'i .. -40 ~ >. 4 r"-.. 00 • ~ --"-.. 0 r. "' c,) 0 ~ • < 60 ~ . ~ -c ~ .., u "" I ~ 70 tl. r f 80 l ·:~ .. .. .,, ·90 i .! f " I QOOI)Q() Ql 0.0~ 0.01 0,005 F~NES Silt Sizes Cloy Sizes iU SUSITNA HYDROF:LECTRIC PROJECT . I • . . . • AL~.SKA POWER AiU''rHORITY WATANA BORROW SITE D AND RELICT CHANNEL . ......._ ________ ·ACRES AMERICAN INCORPORATED -.il.~ ~·AI • :m±l'&~Y-'JI!: l I (0 () ~) • • c US. Stoncfetrd SIIYe .Opening• tn lnct.n U.S. Standard Sltvt Humbtra Hrdrometer J()() 12 9 S 3 2 tl/2 I ~ 1/2 3/S 4 tO 20 40 ~0 10 tOO ~0 200 270 . O I I I' II I ~~1\ I' • !I •. I •. I I I I .. 90 I" ~'"'(~~........ 10 \~ ~ IH'~, r----~-~~~-4--~--~ 80 " ' 20 • 1-+-f~--+--+---J-· . ~ ' ro ~ ~ -T-) -~ ( ~ ~ 0 ~ ~ ~ . ~00 .. -'~ ~~ ~ ~ ~ ~ ('•·~ 4 ~ 50 '-'~ t-. ' 00 ~ .: ~~ ~ u.. . . . ' g -~ 0 ; 40 '• ~. ..... _. . . 60 - ~ ~~ ~ c u (l 30 • v~. 10 l 'e '~'>~ 2o ,/~K. .... eo to "N~ "'I:~ 0 1000 I 000 100 ~ D 0 • I 0.0 Ql 0.015 ~.01 0~ • 0001100 GRAIN SIZE IN MILLIMETERS . t. BOU.DERS COBBLES GRAVEL . . . ., SAND. -FINES Coarse. I Fine Coarse Medium J Fine. .. . Silt Sir.es Cloy Siz:es LAB TEST. NO. BORING NO. sAMPLE NO. DEPTH .CURVE SYMBOL CLAS~t;tcA~toN ( IPD~ SUSITNA HYDROE~ECTRIC PROJECT ~L-tGrJ'ib-€7Af Itt -t\"-LcP I(:,-{4h 3o. 2-3f.o 0 CL-~c.,... . ftUftliJ ALASKA POWER AUTHORITY WATANA BORROW SITE D .. AND RELICT CHANNEL ~--------~------~--T-----~---r--------~r---------;------------~------~~------------------------------~----· ' GRADATION ANALYSIS CURVES r:rcm 'iMERiCAziiNCOiiPORAru " I l I "' . 'r'. I 100 90 80 70 -.s::. 0 ~ 3:60 ~ ,.Q U.S. Standard Slave Oponlngs In In din ·~ 9 6 I I i . 1~50 I <0 .ll l' I ; 40 ~~ao I 20 10 . 3 2 I) ?'a. il \~ .\ • U.S. Sfo'!dard Sltvtt Nvmber 1 I 3/4 112 ~/a 4 !!;t 20 . 40 ~ .. I I' I I' II .I I !\.., I~ (~ " lr-11 -( ;'). I" ~ .., ....... ~·IJ. ~ ~ -~ - Hrdrometer . 10 100 MO 200 210 . ' I I I i I . ' .. . .. ~ .... Lf. ? .... t'-.. ' ~ !.-.. ~ ~~ :-. Y-\ ., .. .. -~ \ .. .. - ' . • :-... ....."}. y " \. ~ r' .... ~ ~ ( •4. f..l "\...: - 0 tO 2.0 30 40 00 60 70 ~ 90 i ~ .. i:: Clll • 3it >. .Q '-CI ~ g (.) .•. -c .., u •• ct L t;- rs 1 o.rs 0~ 0001100 otOOO Ql 0.015 0.01 I) 100 00 !500 GRAIN SIZE IN MILLIMETERS SAND. FINES GRAVEL COBBLES OOU..DERS Floe Fine Silt Sizes ICiav Sizes Coors~ Medium LA· a· TEST No. • , s?RING No. SAMPLE No. DEPTH cuRvE SYMBOL cLAssiFICATioN [IPom J.susiTNA . HYDROELECTRIC PRoJECT (j.)I_·/_~¥.11-H ·A IA-(bf5 !fo-1/ 34--1>6 8 eL. UDld ALASKA POWER AUTHORITY GRADATION ANALYSIS CURVES WATANA BORROW SITE D AND RELICT CHANNEL .-.......----_...,..... ·ACRES AMERICAN INCORPORATED ~._ _______________________________________ ..._ __________ ,, ________ .__ __ 0 " . ' (f 0 ~ :{~ n ,, (r 1 ,-, -I ~..;· t ! ! I f/ J ' I • .! .. U.S. Standard Sieve Openings Jn liiehll U.S. Standard SltYil Humbert Hrdromtter 100 12 9 6 3 2 11/2 I 3/4 1/2 3/8 l.. so . 20 40 _eo 100 140 zoo 2:10 ·-0 I I I (I l II I ' IV ,,. [)' ·:R l9 II I I I I II t--~ t\ ' v ----...~~ 0~ rl\ '· 90 I\ .... 10 > • ~ " 1'-..: r'(· 80 b 20 '\ . . >: 70 30 -\...:. -.c:. 1\ .-::. .t:! 0 01 ~ ~,..., • ?:SO 1-·y «> ~ . >. .. ~ ..Q .Q '-... Cit 50 00 • c: .. u:: ' ... .. 0 0 ·-0 c tli 40 .. ·-60 -u c: ... u c u a. .. .., 30 70 !l. 20 .. .._ 80 . -· •. 10 . 90 0000 ~00 100 ~ 0 ~ I 0.~ Ql 0.05 0.01_ 0~ QOOIKX,) GRAIN SIZE IN MILLIMETERS ,...-GRAVEL SAND. OOU..DERS COBBLES . fiNES Coors~ -I Fine Coarse Medium I Fine Slit Sizes Clay Sizes . . • LAB TEST NO. BORING NO. SAMPLE NO. DEPTH CURVE SYMBOL CLASSIFICATION SUSITNA HYDROELECTRIC PROJECT WL.-l(,f> -J\h Al-\-tbB YLo -YL3 c~ wtL • > .z # 01-lh ALASKA POWER AUTHORITY . WATANA BORROW SITE D -AND RELICT CHANNEL ~ -GRADATION ANALYSIS CURVES ~--........ -------~ ·ACRES AMERICAN INCORPORATED __ ,..._...,. .. ~_.........__..._..~~ ..... ·-----,............._~,.,,_...----~------........._~-... -~ .... :------.. -.. --....~~~ ... : :::> . \~' :, 'i 1 ~;41!1~ -. ) ; I II l \) • ./ U.S. Standard Slawa Optnlngs In lnchtl U.S, StondQrtl Sltvt Number 1 Hrdtomettr 100 rn·· 12 9 s 3 2 11/2 I 3/4 1/2 3/8 4 10 20 40 . eo too MO 200 tro 0 i I II 'IL'\ I II I II II I' I I I I II -ooG [~ t":\ ~ -~ .. . . 10 :-;.• '~-~ . \v r--r-....c: t'\ ' \, ~ 1-80 . ' ·.-··-20 I"" r-. ~ !!!~ ' . "· ........ ~· ./_'\ 70 ... :30 ~~ .. -... J::; .r:: 0 .. -01 (i) '-~~~ 'i ~60 I' 40 ~ ~ ~ ~ ,.. .Q ~ J:l ~ b ._ ~ 50 50 'lD c: \:A.., (:) ~ iL: '- ' . 0 ~ 0 -0 "~ 40 .. &.') 'Y. -u c '-u " .... r-..:y (,, Q_ ""' ~ Sl 30 I' 70 0.. t\_ ... rr b,. 20 " 80 -~ R: -- 10 \ ~ ~ \ otooo 1 -QOOiiOO eoo 100 l)() D 5 I 0.5 Ql Q05 0.01 0.(')® -, GRAIN SIZE IN MILLIMETERS OOU..DERS COBBLES GRAVEL SAND' .. FINES Coarse. I Fine Coarse Medium J Fine Silt Sizes C~_ Size!l . . "· . ._,_. 0~ ~ -~·~· ·-. .. m LAB TEST NO. BORING NO. SAMPLE NO. DEPTH CURVE SYMBOL CLASSIFICATION SUSITNA HYDROELECTRIC PROJECT Q C,t_ IWl-..-ibB -2.2 AH-Ib13 72 1./~.o-Jf:J,S' ALASXA POWER AUTHORITY •k· ... . WATANA BORROW SITE D AND RELICT CHANNEL - GRADATION ANALYSIS CURVES ....,._ _______ ·ACRES AMERICAN INCORPORATED '· " I I ~~ ·O (' i ;\ : I r. I \ .I j I • •• \ .. :/ ;. U.S. Standard Slave Openings In lnchn U.~.Stortdord Sieve Nlimbtra if Jdr o ruter 100 12 9 . 6 ' 3 2 II~ . i ~4 ,,2 5/8 4 . .. 'f I ' 20 I 40 I . .. 10 100 MO 200 Z70 • l . . 'I " ' ' I ., , I • ·11r t 1 ~ r 1 ' r • Wttf<Elt 1 11 'II 1 1 'I 1 1 • • '111'1 1 1 1 1 1 1111 t-r- 0 ~ '---r zo "'*' 90 80 't< '\· ro -.c:: 70 -.c . I II II I II 1-t '~Ill I l j ' 11 t Ill , .. , 'I IIIli' I I I I I I I I I I ·J I I I i I I I I I • \ ,I' Olt 40 .. 3t ~ Ot 0 ~60 ,..., .G h. ,.,. .,Q 50 ... t) .. I.. 0 8 f; 60 -~ ., u ... 70 I) Q, 1\ .. \_ ~ I.. • 50 c u: -c 40 ~ (,) ,_ f!l 0. 30 H IIIII I I 1111111 I 1 ln Ill Til IIIII ~~ I IH Ill! ·I I II II I ~--I I I I -~ 80 90 20 l 10 ~~~ I I I I I I -111111 I I I IIIII I I I I 111111 I I I ~ II I I 1 111111 \ I I I l\. 1- 01000 500 100 00 0 & I 0.& Ql 0.05 0.01 0~ 0001100 GRAIN SIZE IN MILLIMETERS r-- BOlJ_OERS S GRAVEL . SAND. .I .FINES -- COBBLE I Coarse. J Fine Coarse I Medium .I. Fine J _. ~I!! ~ize"S !Cloy Size:s .. ·-- ,LAB TEST NO. BORING NO. SAMPLE NO. DEPTH "CURVE sYMBOL ci.As~IFICATION IIPDm I SUSITNA _HY~ROELECTRIC PROJECT I WL -l~B-23 A\-\--(toB {(.b-~ 3 .t/~0 -1'~,0 (!) 'SvJ IIUDlll ALASKA POWER AUTHORITY I I --1 \"JATANA BORROW SITE 0 AND RELICT CHANNEL ~----------~---------,---+------------+------------r------------~----------------------~ . I GRADATION ANALYSIS CURVES ...._, __ ----.-.. ,ACRES AMERICAN INCORPORATED • •' -" US. Standard Slav~ Op.nlr.ga In lnchu U.S. Standard Sltn Humbsra Hrdro~•ter '>': 100 12 9 8 3 4 11/2 t 3/4 1/2 5/8 4 10 -20 40 10 100 140 200 210 0 I I ll l'l 1.1 [I I IT ·r '' II I I ~ I II -~ 90 .. 10 I . ::;:~ 80 .. 20 . ' < • 70 .. ~ 30 -, -.r:. .c: Q . . 01 tflfii~ I u 'i) • I' I .. ~ 'i ?: 60.. 0 40 :t ,. J' \ >.. :. ,.. .Q . ' ..Q " ' t 50 '·, I\-... ' I• " ' r.,-00 411 " c , ... }' ' ~ 1':1 .. ,, ~ .... -g --,',r ~ u c 4.1 40 ·-.. ,... f-• ~ -~ 60 ~ I u ' . . ... . :IL . . ' ., . -! ·• ~· ' ·~ U I a. .... ' h. .. ,, 30 ""\~ .. 70 a.. ' ', r--t--r: 1'1 . ,. .... !"---~f) 20 ~ ,... ; . 80 ~ ~ ~ \...:. f'r.\., 10 90 -~ I; to-, ~ """ 01000 !500 100 • 00 D 15 ~ • 0.15 C\1 0.015 0.01 OD05 QOOIIOO GRAIN SIZE IN MILLIMETERS )! BOU..DERS COBBLES GRAVEL . SAND-... FINES I Fine .1. Fine - Coarse. Coarse Medium Slit Sizes Clay sizes 0 . . • lAB TEST NO. BORING NO. SAMPLE NO. DEPTH CURVE SYMBOL CLASSIFICATION SUSITNA HYDROELECTRIC PROJECT AH-lbB d-Y~ . ~b~O -tff>. t.. (-) EJ(./ ~ ' . .. . ~ .. . -llJL. -l!a B-~4ec. ALASKA .POWER AUTHORITY l.f{Tj f(.'B PIL ~ Swr.Ji14'11v._ 7btJ "511fA u. . oPSI f(A L<. f'tJT7.. f'A ttrt ~ Sol~ WATANA BORROW SITE 0 AND RELICT CHANNEL ) GRADATION ANALYSIS -CURVES ~-------·ACRES AMERICAN INCORPORATED -,I I -~ ~~) 0 ,:• •) ,,_, l -~!!MI!I-"1 \\ I (~;~ ,. l ' ll ~. iJ f l i I I J ~'1. I ( • • ... US. StandOtd Sltvt Optnlngs In fncl'ltt U.S.!tondard Sieve Hurnbtn Hrdromtttr 100 12 9 G 3 2 11/2 . I 3/4 1/2: 3/'IJ 4 10 20 40 ' 10 K)() 140 200 270 ' . 0 I I I l~ .. ~ II I II I I I II I t I I II ~ -rt I) ' 90 L- (~ 10 . 80 f\_ ·~~..-20 \.!). ~ l 70 t--~ ~~ '!,.,.,. 30 , ~ ·---.c t'... .c: 01 ['y 01 -0 h • ~60 """ 40 :t >. >. .Q ~ -4 '-"-r-, .... Qll 50 50 c c: I\~~ .. ii: .... 0 'I\ ' 0 -0 ; 40 4 60 -u ~ c '-., Cl u tl. 1'-.:-... ~ ., ao ~~ 70 0... 20 r. 80 " ' 10 B. 90 ' ~~ 0 ~~~· QOJIIOO ~ ~00 100 00 D 15 I 0.(5 Ql 0.0(5 O.Ol 0~ GRAIN SIZE IN MILLIMETERS BOU..DERS COBBLES GRAVEL SAND-FINES Cr,.orse. I Fine Coarse Medium I Fine Slit Sizes Clay Sizes . ·• • LAB TEST NO. B:JRING NO. SAMPLE '~0. DEPTH CURVE SYMBOL CLASSIFICATION SUSITNA HYDROELECTRIC PROJECT Wt... -t6f> AH-ft,B a3la 'ia.... l-fl7.o -J.ffo, o (~ "5~ ' ' ALASKA POWER AUTHORITY • ~3t~4a_ ·• WATANA BORROW SITE D ., AND RELICT CHANNEL ··-- ':i:iiEi AiiEiiiCAr<iNCORPOiiAJ I GRADATION ANALYSIS CURVES -----·- .• -,.-,_,_,..___,....__..-.J......-.........,_~.,.-"'--....~"--..._,.."'~~-~--. -_,_~--..':"'<."'::""' __ ,_....,,._,.,......._.,~~----...._,..,....~~"<""'"'-"--\J'~~-....,._,_,__'_'_-:-:~.---. *~ i• ~ - • ,. ':" ~ \ ''. .J. .. ~'1. , r • . / • "':. :'1 ~ :; \ , 0 '0. ·~ • ~ ,:? (;) .... Qo • -b , ~ :to ~ J 4._ \. Jt • ~ ! " .. ~ ' ~ • ) t c /' e ,_o ~f@!JJ ~~~ l l _I· I : ,. lj j ~ (i ~~ 0 -~:.. ~ :. i l .,~j l ! -I \. '=· I r, . ·.f j -~ •• ; ~,i'l ':) )~.; (~~fH;;· liffl~~· . ...... ~~.- ~:· Cr o • ... r -, )> ~ ~ !!. " I '· ~ • • 'I ' li!ill!'i"-:IIK!!----· ta -.::..~--• • J U~. 3tondord Sfne Op.nloos ln. lndln U :I. Stondord Sltvl Mt.:l':lber • Hydromtttr ·00 12 9 6 3 2 11/2 I !/If 1/2 3J'~ .. 10 . 20 40 80 100 MO 200 f70 I I I II rr J -. 11" ' '~ r' 1'1 , ~ r. ~~ ..! I ,-J II 0 ~ ' v -1'-= r.... . 90 ~ '. 10 \! > .. .. so 'I\ 20 \ . ' \ 70 .__. 30 -~ .c. -.. J:. c;.. 1:.'1 Q;· ' \ '(; ~60 .. ;.,. ¥ 40 ~ >. \ ,.. .Q \ .Q "-,. ... Q) 50 .. ' !50 t.l r: ~~-.. -"-u. ' . .. 0 -·' ~ 0 ; 4Q u --60 -<J . ~ c: "-~ c u a. ~ ; I 30. 70 fl. 20 " o• 80 .. . IG ,, 90 I ! i (,' • ' . - QOOIIOO 1000 t'JOO 100 lK) D ~ I 0.~ Ql 0.05 0.01 0005 GRAIN SIZE IN MilLIMETERS .. ,_ BOU.OERS COBBLES GRAVEL SAND' ~ ' .. ·~ FINES Coarse. ·I Fine Coarse Medh:m I Fine Silt Sizes Clay Sizss ., -+, .:. ' . . . ' -"' .. ' ·• .. • LAB TEST NO. BORING NO. SAMPLE NO. DEPTH, . CURVE SYMBOL CLASSIFICATION SUSITNA HYDROELECTRIC PROJECT IWl -\bB-d.'iB AH-1~8 :A~b lf C,fo .:::'17,5 G) • "'~ • • " ~ •1 ~\IV\ ALASJ{A POWER AUTHORITY .... WATANA BORROW SITE D ·~....__,; AND RELICT CHANNEL t 1---· GRADATION ANALYSIS CURVES ~----------·ACRES AMERICAN INCORPORATED J "I . ~ ~. ~ 1 .. ·~ ,\·_!1"' -."'J.;,.r~-'" * ' l' .,_. T: ~·"'"! ..,"" ~-~----.. ---.f~"-' • • r J · .. . US. Standard Slevt Openlfv1s In Jnchn U.S. Standard Sltvt Humbert ~rdtomtttr tOO 12 ~ 6 3 2 ·~ I 3/4 1/2 3/8 4 . iO . 20 40 ~ 10 100 !40 200 f10 .· 0 I ! I ' t I I I I II I I I I I C::l \ ! .. 90 ·-10 (<:) -1) ''-, """" 80 .. 20 ~-.. [, . . \ ;_"J r-r-. ..l :"\ (, [) r-1\ 1£.\. 70 \. • 30 -i'--~ -J:! .. &: 01 01 -·"'· • G) . 3:60 .. Gl 40 ~ >. ,.. ..Q \ 4 ~ 50 .... ·oo Cl c: • u: c.\ r... 0 '-~: 0 -u c: 40 .. 60 Qj ' -0 c: lo. &I 4l I\ u a.. -... 61 30 \ 70 0.. r..-::-·' 20 ~ t) eo . 'y h ? <:- ..... '-c 10 90 ~ "'~ :r ' •'f. -;-... 'L ( ~f ~ tl. 1~)1 01000 ""' 500 100 50 D 6 I 0.!5 Ql 0.05 0.01 0~ a<o1 100 GRAIN SIZE IN MILLIMETERS . .. OOLLOERS COBBLES .. GRAVEL .. SAND. FINES Coar~e. J Fine Coarse ·Medium I Fine Slit Sizes Clay Sizes . . .. ~ . . . ~ .IIIR I SUSITNA_ HYDROELECTRIC PROJECT LAB TEST NO. J BOHJNG NO. SAMPLE NO. DEPTH CURVE SYMBOL CLASSIFICATION -" fl.)l:tr.S-J.~f'rltY -A~-t"B /fof3-~ tfs. (> -tf't. S" c: "SlM. ALASKA POWER AUTHORITY t'--- . WATANA BORROW SITE D ' AND RELICT CHANNEL t l • :,. .. i", '~ GRADATION ANALYSIS CURVES ~RES AMERiCANfNCORPORATED ---·--~- !? 5' jw:_) 0 '"" ~ ... 1 ?' .-.; -~ n c· J .. : '" 1 ... .. : _., '-} . "'I I 1 I ,. I •:••1~~ 'J ·.', ,, '·~!:- l I-~ , t ··t ' \? ~ l D ·i ·~ J l )· I"- ~,__ .. US. Slon<ford Sieve Opt~nlttgtln lnchn 100 12 9 s ! 2 H/2 I I ~ I !I 90 . 80 . • 70 -.r::. Ot ., .:~ "i) ' ~60 - >. .Q L.o IIi) 50 c: ii: -c: 40 a (.1 "" • Cll o_ 30 20 10 01000 ~00 100 50 BOU..DERS COBBLES Coors~ · lAB TEST NO. BORING NO. SAMPLE NO. WL-tb&-1{,. AH-tG:,B reoB-2 '=> ' . • • U.S. Standard Sltvt Numben Hrdromtttr I 3/of 1/2 !/8 4 . 10 20 40 10 100 140 200 270 . ' ... ' 0 \.!A -!J. I II ,, I I I I I ., \• 1!:> .' ........ ~ 10 1... ~· --~ ·~ J \ ' . 20 i\ .I .. ' . ' ~ .-. -30 -n~ -. ~ .t:: \ 01 • .t!.< 40 ~ >. \ ··-.Q L.o 00 ., \ .. L.o 0 c: 0 0 60 ' .. c . ., u )~ ... u J 70 0. 80 -90 l . QOOitOQ I) 5 I O.!S Ql 0.015 0.01 OL105 GRAIN SIZE IN MILLIMETERS I GRAVEL SAND. FINES I Fine Coarse Medium 1· Fine Silt Sizes Clay Sizes • DEPTH CURVE SYMBOL CLASSIFICATIONJ SUSITNA HYDROELECTRIC PROJECT 1-/?,S"-$(}. 7 0 j)'Vv\ . . . ALASKA POWER ,AUTHORITY WATANA BORROW SITE D AND RELICT CHANNEL _,1 'I . GRADATiON ANALYSIS CURVES ':ACRE'S AMERiCANINCORPORATED - '; ·;;~----------·--·~~--. -~·--::-::-'"::::.?''":;:l~:'"t:-.:.""' _: -, 0 0 0 ~it~--·~ I l r,- () I iJ'~'! -i ! •::\ I "l c .I "· , l ?) ,. ' .. :;,~·~···.-, .... :'1 .. ~· -.~-~-- l • .i U.S. Standard Sieve Op.ntngtln lnchu U.S.Stondarct Sieve Numbtn Hrdromtfer IOO 12 9 S 3 2 11/2 I 3/4 1/2 !/tJ 4 10 20 40 10 100 140 200 270. O I I II N , II I r I J IT 11 11 I I I I II 90 \ 10 .\ ~ f 80 1 ~ ~ • -H-+--+-+--+------t+t-+-t--t-t---lr---lf'---+~-+-+-+--1--+---120 ro \i~ ~ -~ ~ ' ~ !!! ~~-!:? ~ ! \' . • ~00 ' ~~ ,.. \ >. ~ ,, 4 ; 50 ~\ 50 ~ c r•1 • ~ ~ L ~ ~ \ 8 840 \ GOc ~ u : \~ •. ~ I ro roa.l (1.~ 20 ~ :. -' 80 ~~~-+-+--+---~4444~~~--~---~·++~+~~~~-+--~--~~~~~~--~---+~~4-+-+-~--·~~++~~~~~--~ -~~ ro ~~ ~ i \::~ ... I\ ,. .. t--llr-t-1\,:'IJ--(e~ ~ 0 L-L-k • .I 10() · 1000 ~00 100 50 0 !5 I 0.!5 Qf QO!S 0.01 0.00!5 QOOI GRAIN SIZE In MJLLIMEYERS , BOU.DERS I COBBLES GRAVEL SAND' FINES 1 Coarse -f Fine· Coarse Medium I Fine Silt Sizes Clay.Sizes LAB TEST NO. BORING f\:0. SA~PLE NO. DEPTH cuRvE SYMBQL ClA~If,I~A~ION IIPD[lll SUSITNA HYDROELECTRIC PROJECT wk-t'=>.B-;(3 A\-\-16 s 2 e s~.o-s;., 1 <· 1 €i f IIUDlll ALASKA PowER AUTHORITY NOT ~efP4,-.;;rna:rrv£( 'fbo Sft\AL.t.. o1" - ~~~~~~~~~~--~~~·~~~~~~s-M-~~~~~~s,~g 0 ~~~~~) ~NABORROWSITED AND RELICT CHANNEL '" it ~------~-+----------~---------~--------~~--~----~----------~~~------~ GRADATION ANALYSIS CURVES '-:rcru AiiERi&NTNCOiPORiru L---------------------------·--------------------------~--------------------~~----------------_._____________ - ;~---"""""'"'---~~''-~;'-"~'·'·---·~ .. ~':; ~J, ,_., ~ .. _.{] .. 1 '~ \~ ., 0 I 1 ~. -,._ .. l) 1', .•.) ! l :I! _;i 1 ,,..., I 1 1 :I t:_' •• • ) r-~-·• ·--------------------·----------------------~··-------------.,..,-- US. Stondortd Steve Opening• ln lnchn U.S.Stondord Sltve Numbtra Hydro!'atter 12. 9 5 . 3 2 11/2 I ~ I~ ~ ~ . 20 . 40 ~o . 10 fOO 140 200 270 . . . 100 " I I I. ' I I 'I I I I II 1'1 I q p I I 'W I 'Wnl f' I I 't' m I ' 11 I II n"•l:..,l...:;.:::l -~ • ......,.1--TI----,.., ,...., ..... , ,.-....., ...,..1.-r-f --r-r -,.------.1 0 10 ·r---~ --f'=I'- 90I-H-{ I I I I 1 .LLll. I I I I I I ~. II II I I ! I -t· -till I I I I I I .l I Ill I I I I I I I I ~ lll l ll l 1 t 20 30 -.t::: CJl ··-i40 ~ ~ ... 50 II ~ '-0 0 u 60 -c: .. u .... fit 70 tl. SOH I -f\ . . I u .~ . ,' • \ I ~ro \ : · \1 J I 1 II ; 4 I I I I I ~ 00 , , • ~ I I ~ so N I I I t I I l Ill I I J. I I I I c: -LL . ! qo~ 111111 I 11111111 I -11111111 I i IIIII I ·I =r-1 ~1111l~ 11111111 I =l 301 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I , I I I \ I I 1-+-f II I I I I I I I i .1\ 201 I I i I I ~ I I I I I I I I I I I Ill II I I I I II II I I I I I ' II II 'N I I I II II I I I I I ~ 80 ~· WJtJ ~~00 0~ :~II II I IIIII III I IIlli III I 1111111~ I IIIII rrF\ IIIII II I I I K»> ' ' ' _I mlillkU 100 eo Ql Q.05 () ~ I 0~ 0.01 500 GRAIN SIZE IN MILLIMETERS OOU..DERS COBBLES Coarse. I GRAVEL --t· SAND' ., .. -;;, . FINES [FineCoorse I Medium I Fine . J. . , ., Slit Sizes lCIO}' Sizes LAB TEST NO. BORING NO. 1 S. .~ "'LE NO. v.1'--~PrJ.'fC1. ~ A H -rreB (61'3 -~<1'~ DEPTH 54-.q-'S'S'.o CURVE SYMBOL 0 CLASSIFICATION M L -------- r-,l(lll SUSITNA HYDROELECTRIC PROJECT lit (0 ALASKA POWER AUTHORITY WATANA BORROW SITE D AND RELICT CHANNEL ~--~-----r----------+-~------~;·-----------r----------r---------------------~-----------------r------------~--~ I GRADATION ANALYSIS CURVES ~RES AMERiCAPi'"INCORPORATEo '" C; ,,1 4 I ( 1 I I ·=)t (I t 0 illilit'~·•trrnRilillf ~~ f I () ; I C" I , .... r. .: i~ i . I. ! :i. t I ! • { 1 ! . I e;; I . I .t ~l I { I ' • ., \ U,S. Stondcwd Slevca Op«~ings In lnchtl U.S. Standard Slt•tt H1ll\~i!ltr !i Hrdromtttr 100 12 9 G 3 ' 11/2 I 3/4 1/2 !/8 4 . ;{l . 20 •· 40 -so 100 140 200 tro ' I I [I I~ lJ II I [I I [l ,, [I I I I I [I 0 1\ 90 ) : .... tO \ f<' 80 \ 20 \ 70 30 -.1:: i -.::::. 0 I 10 01 "i'Q; 'i I ·~ 60 '11 40 ~ ,... jt';1 >. .a ~;-4 '-... .. 50 \ •!J. 00 ., c • u: ... to... g -~ ~ 0 . ~ 40 I 60 v t-( ~ -• u . c: '-IJ. ., QJ ,, ).~ -· u n. ~ .... ....... 1\ '. "' 30 t-' ·-70 0.. -1\! r--..· 20 ~ 80 ' };rl . -f'-1.-- 10 • t\ 90 r-- i I 01000 i l ~00 100 00 ~ 15 I 0.15 Ql QO~ 0.01 0~ Q~IIOO GRAIN SIZE IN MILLIME!ERS [~U..DERS'" GRAVEL - COBBLES SAND-FINES ·r Fine I Fine -Coarse. Coarse Medium Silt Sizes Clay Sizes -"' ----• LAB TEST NO. BORING NO. SAMPLE NO. DEPTH CURVE SYMBOL CLASSIFICATION SUSITNA HYDROELECTRIC PROJECT Wt... -\G:,tJ -d-91 Ali-lCoB c;u=n~ ~ s11.~-511.ct (•) -G> w-~ tv\ . . ALASKA POWER AUTHORITY WATAN/l. BORROW SITE D " -AND RELICT CHANNEL . C< ~ j GRADATION ANALYSIS CURVES J----~----J ·ACRES AMEI~ICAN INCORPORATED l --: \j~-'.) ' ' ,., . -. ~, -1 ' ::,.t ..• •t .''J ;t 1 l 1 t I> l •,f j ·I I 1 ! I C' ' / ~' l -~;( c '· ' . f '~ '/ l ' l r;· ll i Co l £; " I ,I ~ l j l j ,;! ::~ (_\ I I I •• .I " J ' U.S. Standard Steve Optnlngl ::t lnchu U.S. Standard Sieve Humbera Hrdtomtttr 100 12 9 & ! 2 11/2 I !/4 1/2 !/a 4 10 20 40 ·"0 100 140 200 270 0 I I .I \ ~ I I I II .u ... ~· I l I '' i .I 1 I 90 ~ K) -· ' 80 " 20 I. 70 30 -. .... .t:: .c 01 011 C) ., -t \ • ~ !"')() I 40 3: l\ >. ~ ~ ~ .Q ~ ... 0 50 50 tl r:: I \ . .. u: ~ 0 , 0 -[\ u r:: 60 4: 40 .. ICV. .. u c; ... It tl \ u a.. ~ I) 30 \. 10 0.. 20 \ 80 ~ ') 10 ', ....... ...... 90 \~ r-... --./ :'\ \. :.,~--.._ K•:t _lr. II.. _i r: f:'\ OK>OO QOOIIOO ~00 100 50 l) 15 0.15 Ql 0.0' 0.01 0~ GRAIN SIZE IN MILLIMETERS -- OOU.DERS COBBLES GRAVEL. SAND. .• FINES -Coarse. I Fine Coarse Medium I Fine Silt Sizes Clay Sizes • LAB TEST NO. BCiiiNG NO. SAMPLE NO. DEPTH CURVE SYMBOL CLASSIFICATION SUSITNA HYDROELECTRIC PROJECT fLH-r G::».I3 (~rr 3o 5fo,0-5fo, 7 8 ~p . . Ull--l(o&-30 ALASKA POWER AUTHORriY ( 'fJ or R e. P (Z.t;. ss.vrAn~ ii)CJ 'S fl14 L'-. l "',, . ...,.. ' ), . oF s llfl'\r tA$ fm-'PAttn u.£ Si z...6 WATANA BORROW SITE D -, AND RELICT CHANNEL ,_ GRADATION ANALYSIS CURVES ~RES AMERiCANJNCORPOiiATEO -----·-~ ··------~-~----'-"-'"' _ _.... __ ._ ___ ...,_..._~..,...~.......,_,..._. .. _,.........1'--~"--~~"-"'---~-.. ~ ....... 7 .. ~\".._,~--.... --~!~~--..: i)· ;-:,. ~. :;:.. _!) ; . ~ ~...;~-·~-------:~-'"":"'-·-··-,) ~-::.,; \\ ! J ~~~ . I ~ -_-, ; I . I .-;:; \., I ·' ,i ~ ' ') i ·(..__) 'l ·1 I ll I • ., ..... , \ J - U,S. StaMford SIIVI Optnlng in ll'lchU U.S. Standard Sltv. Humbert Hydromettr 100 12 9 J 3 2 11/2 I 3/4 1/2 3/8 .4 10 20 40 . eo 100 Ho 200 tro . ! I -l f J 1\.: v ,, -r r• -r n II I I I I II 0 90 10 . 80 ~ .. 20 -~ ' ~ 70 ~ :30 ... -.c .r:. 0 -~~ 0; C? IV:"\ •• ~60 ~ 40 ~ >. ~ . ' ~ .c ~ .Q "-"-., 50 50 c c: 1 ~~ .. u: ""!'o. .... 0 . 0 <-• • ~ 0 ~ 40 ~ ' ,; [). .... 60 -u -i\. -c t.. ~ Ql '' 4,) Q.. I \._. -~\. r... ., 30 .. 10 Q.. -1';) .. 20 "}; 80 ...... .~ 1-l 1 Ill- 10 90 . 0 ~ 1000 000 100 :50 D 5 I 0.5 Ql 0.05 0.01 0005 QOOitoo GRAIN SIZE IN MILLIMETERS .. , BOLl.DERS COBBLES, GRAVEL SAND. FINES Coors~ -l Fine Coarse Medium l Fine Slit Sizes Clay Sizes ' . . .._ .. • LAB TEST NO. BORfNG NO. SAMPl.E NO. DEPTH CURVE SYMBOL CLASSIFICATION SUSITNA. HYDROELECTRIC PROJECT Wt...-ICoB-31~ A\i-lbB 3\a.. 58.0-5~.q (·) ~·ltV\· <-t:ivJ -'" ·". . ALASKA POWER AUTHORITY . WATANA BORROW SITE D AND RELICT CHANNEL ':teREs AMEiiiCAriiNCoiiPOiiAJ I : GRADATION ANALYSIS CURVES - 0- ;:..;-::'; (i r ~f--QI,P.t\1 l t l ') " :·; "~ 0 \c . . 1 -~~ ~ l i t! ) j ,, l ·I ~· ... ,, { '~;:.~~; .~ .. 0. ' '!: ! fJ • •• ~------------------------------------------~----------------------------~--------------------------------------------~ US. Stcndord Sltlfl .Openings In lnchn U.S.Stondard Sit·'• Num~ra Hydrometer 100 rz 9 s 3 z 1112 1 3/4 112 3/e 4 to 20 40 eo oo Ho zoq 210 0 I I I I I I I 'i! ,~ -(1:'\.. '.\lr+-1.. I I I I 'I'! 1-HH-f-+-+--+--+-r .... ; ,/ 1\ J r-,. • -~~ 00 ~-·~ 'I \..:. . \ SOH~~~~-+--r---~~++~ \ ro ro 0 -ro ~· f \ ~ Ot "" Cit ~60 t 40~ ~ ' ~ '-~. ; ~ 50 I<. ro .,. u: · ~ a 0 -• I' 0 i40 .. ' 60-u ~ c ~ Q c u Q. ,, ~ t ro ro~ • 20 80 ' . ' ro oo 0 1000 ~00 100 oo i IV 15 I 0.15 Ql 0.05 0.01 0005 QOOJIOO GRAIN SIZE !;~ MILLIMETERS BOU..OERS COBBLES --GRAVEL SAND' _·. ::' ' ' I FINES J Coarse: . I Fine Coarse Medium Fine = . Silt ~izes !cloy Sizej] LAB TEST NO. BORING NO. SAMPLE NO. r DEPTH CURVE SYMBOL CLASSIFICATION ~l SUSITNA HYDROELECTRIC PROJECT v,JL-~~·wG-"3(b-()A t\f.l-{~B lfc.l3-3lb ~!f-sf.3 0 S\f\'\-v\1\,L _l.8li.IRU ALASKA POWER AUTHORITY · ~ WATANA BORROW SITE D ~~~~~~~~~~~~~~~~~~-AND RELICT CHANNEL GRADATION ANALYSIS CURVES ":AcRii A'MERiCANiNcOR'PORiT£o 'l«. ! i l .1 t ! ;J l ! I WiiliUii!JI!I'M\t~ ' ; ,t I ·. I r . , .!! .,~ ,.} •) 0 ··' ·• (~· ~ t i 0 f ; ~ i ·::oj ,_ --~·i·'· ' ; l I \-• • /.. ~'A US. Stamford Slen Op.nlngs In lnchts U.S. Standard Sltvt Humbert H1drom•ter 100 12 9 6 3 2 11/2 I 3/~ 1/2 !/8 4 10 . 20 . 40 10 100 140 200 270 0 I I II ,, I II I ' I!· '"\ !!." / [\, ~ I I I I II ' .I • lh-loo.. ,.. ~· I\.! ~ 90 ['oo..._ {.,:D 10 l 80 \ 20 \ . '. '. 70 (•) 30 -· \ -.&:; .r::. Ot r. 01 C) • .~ 60 ""-1 «> ~ >. "" .0 ' .Q I ~ ~· ... ., 50 50 Cl c: I I~ • ~ "' u: ~ 1-0 0 -' . 0 ~ 40 ' 60 -0 c ~ '. .., Gl " .....,;..; •. u a.. ... .., 30 ..... 70 a.. 20 80 10 "' l 90 -·' i ] 0 < .·-1000 !500 100 50 D rs I o.rs Ql 0.05 0.01 0 ;005 QOQIJO'J GRAI~ SIZE IN MILLIMETERS BOU.'OERS COBBLES GRAVEL SAND. FINES Coarse. Fine Coarse Medium Fine sm Siz€$ Cl Sizes ._...._..,. . • LAB TEST NO. SAMPLE NO. DEPTH CURVE SYMBOL CLAS~IFICATION SUSITNA HYDROELECTRIC PROJECT A-n~~ {~(3-3/b 515r-sf.3 --•AA -\A/\\ > r ,.F. >' ' '"--• L-ttoG-~b-<.)A . . !::::>V"" •. ~'-ALASKA POWER AU'S"HORITY .. .,_ WATANA BORROW SITE D " AND RELICT CHANNEL ..... ..... - GRADATION ANALYSIS CURVES ----------·ACRES AMERICAN INCORPnRATED ,!)r s:? 0 \) tilllJ!iildilll1~ _____ ,~,.~, I ·":! -~ ,, I Ij C) " "" .::; 4 cJ -~- ) [ " I i ., 1 ., {'} .. "r? J 1 ,,.~ ~ \ 1:/ i JJ ,, • i X -.c Ot -• • US. Stondotd Sltvl! O~lngs In lnehtt U.S.Stond'a,'d Sltve Numbers 100 12 9 6 3 2 11/2 I 3/4 1/2~ 4 r I I ' I I I IJ I I I I I Ill I q II I I Jl -,, f I W 0 80 J+-.~'-I I I I I I r II I I I I I I I, 11-1 I I 1-I I II II I lll I -e.~ r n I I I I 1 ' • -• -' I -\ I + I I I I I I 120 " l ,I t I I ·~-I I I I I I f I I t I I i I I I I H--+-I II i I I I I I I I N I I ~ ·I I " 1-1 I I I I I I I l roO Ill !1: I I · __ . Jl I I r-111 H II I I 1111111 I I 111111 t. I I IIIII i I I J J~ 10 .. .. .. : • -· '· tim 1.m 111 1 1 1 ! 11111 ., 1 11111111 1 1111111 E r OIOOG 500 'k.J fS _I O.t5 0.1 0.015 0.01 o~ QOOIIOO GRAIN SIZE IN MILLIMETERS ' rOOU..DERS r~~ssCEs & --. -----r~f(AV:!:L -· f -SAND" ---. J . . ". -~ FINES ] · • J:oars~ ,___,J Fine I Coarse J Medium _ I Fine I Silt Sizes Jclay Sizes' "LAB TEST NO.[ B~ING NO. SAMPLE NO. DEP¥ t'J..IRV£ SYMBOL CLASSIFICATION ~pa[llj SUSITNA _HYDROELECTRIC PROJECT !IJJh-\C,~-331 AH-l~B .lC:&-33 ~~.~-,p~.8 .. {~ fV\L-IIUDlll ALASKA POWER AUTHORITY -1 _.., ------+-----------------"i ~ ·-t-- WATANA BORROW SITE D AND RELICT CHANNEL f ·-"' ~-. ------------~--------------_J GRADATION ~~NALYSIS CURVES 7cRii AMERi&NiNcwORir£o '-----------<; ----~ ·- /I; ·---··--···-·r-"•--"----~-~~~-,...~~"";"'1.,-: , .,~r-!-'~,i.r~_.....r- (; c- " (.;, ·(_"': c ''-, \:'; -r .. ~-v ~·. -.· --.• -.. ·· ··-·m·-~··j -~~~---<-----,-.-~J~ '-"' .. l•" ¥ • • .. ~' • .-:.·~· .. ., ~. •1:"' • }\:- 1 t \, ;t oo 1 ' ~"i'J ·i I l ,, i ·' r ' "1 '· t , :" I I I \ ci i ()! -M'fijfj'~ .. 1 · I '~·-1 1. .. ·. I~ ,, I: 'I " -'{ ·' l I I l .. i I I { l I I ! ' ' 4 I i 1 I • t t f !)i ll: i i -.c Cit CD • • ' U.S. ~:ondord Sltn Openings fn lnchn U.S.Ston4ord Sltvt Nu'ihbera 100 12 9 e . 3 2 tV:a I 3/4 1/2 3/8 4 10 ,.., .. ......, --"A I •• 1 •1 1 1 , 11 rll 1 i' 1 ~ ~· I • I Iii I r-;; II I I 'l:7 so H+ll I I I I lilt ! ~R I I. ,, 111ll +'I f}f.: ~.!. _; . . . . . . . . . .. --. . . . . am I I. I I I I I I I I I I r I I I I I I I I I I I I I · I I I I I I ·f I I , I l· ~. H-f II I I + I I . . ·-t 1 I I I I I I I . Ill I I I I I l 'f~o II I I l I I I I 0 10 20 30 ~ €0 I I I I I I I I I I I I f I· l I I I ll H I I· I I I -· II II I I I I t· I I t I I I I 'I I II f I I I I I I l 40 >. .c J I I I I I I I I I I I I f · I I I I -+ I f I I I I f I I I I I I · I I I ·1 I I I I I I I I I I I I I I I I I I I ~ 50H Ill I I I I c II I ~ I I ' I ' I 1 I I I I i I f 9 I I I I I I ~ I I H ~ I • I I· . I ·I I H I I I I I I I 50 u:: ~ -~ 401l I I I I I I I II~-+ I I I I I Ill I I I I I I II I I I I I I I Ill· I I I t ·t l II 1·1 I I I I 1---t 60 '-' tl a.. H-1 I I · I I I I I I I ~· i I I I I I I .I I I I I I I -· I I I I I I J I I I I I t I I I I J I I I I I I I I I I ~I I I I I I I I I · I I I I I · I I I I ·1 I I I I I I I I I I I I I I I t I I I I I 1 I I I I' I I I t I I I I t I H-! f I I J 1 I I I I I I · I I I I 'I I I I I I I I I·· . I I I I I I I f t I I l ·1 I § I I t I I I I I I I I I I 201 I I I I I I I ., I l·+ J. I I I i ! I I I I I I I I I I I I I I I 4 I ·I I t I I I + t t· I t I I I I I I I I I I tOH++-·111 I I 11111~·1 t I ·111111·1 I I 1111111 I I lllllll I I !IIIII I I I -l 10 eo 90 ... &. 01 • ~ .t' ~ CD .. "'" 0 0 u -1: II CJ ... " a.. O.OOitOO J-;J. 01000· 0.01 100 ro I 0.~ D rs Ql a.o~ 0~ ~00 GHAIN SIZE IN MILLIMETERS , I BO~DERS j. COBBLES I co€i•v G:f!Al~~,., =--~~rse. -, ... ~ed~u:SANo·T~:.-\I ·' . sm:£::Es !cloy SizJ r.;;;;l SUSITNA HYDROELECTRIC PROJECT l..8.iltlJ ALASKA POWER AUTHORITY LAB TEST NO. .80R'I NG NO. t.ol--t(:,G-3 A H-I~B· ., SAMPLE NO. 31-\ DEPTH -fDt-{.3-to~/. 9 CURVE SYMBOL G) CLASSIFICATION V\'ll--C. I- I , · I -~-·-· -------·~----------+-------------------~ .~ ~---........ ----+----·---·-·----r-----------+---------------------~ . ~~t------------~--~~----------------+-----------------------------------1 .... -. -t--·---------t-----+-------------1 WATANA BORROW SITE D AND RELICT CHANNEL ~------4--------~~~----~-I GRADATION ANALYSIS CURVES 1--------·ACRES AMERICAN INCORPORATED L----------------~----------~--~~----------~·----------------------------------------------~----------------------._--------------~----~ ;) ~? 0 0 I I' i l < f !•Hr.-~ I ' I I! l n 'f d \~ :::'!- ~) t I ()~ i f i ( uf ( ' (~ ' .. ;) ,. ·" ... ·1 'til. ,. J:::,.· .; I r'".: • ., ~------------------~~--·~------~------------------------------------------------------------------------------~ US. Standard Sieve Openings In fnchu U.S.Stondord Sieve Numbtn Hydrf\mttor IOO 12 9 6 S 2 .J1!2 I 3/4 1/2 JA A. JQ.. 20 40 ~ 10 100 140 200 270 Q \ I I ·' 1~· I I I \il 1/ q~J ')---._ b!. I I I I I "' H-1'-Hr--t~-+--+---1-----'• t:\: 90 '.·. ' ' t. ' r--ll ...... !?:-~ 10 , . I'-' \:)"' bt:'\ 80 l,.. • '-'~~ ,/; 20 -~, ~ ~ HHH-~-~-i----+-----+~~r+~ ~' ' ... ro · ro -~~ -~ ~ 0 . ~ ~ 'i ~·~: ~ • ~ 00 M ~ -~ ~ ~ ~ ~ ~ \•' ~ "" .... K~ a... 05Q . hl ~., ~ ~~ ~ ~ . 0 l 40 <-... . . -. (\P\_(i) 60 i Q.. j ...... ... • ~ w 30~·~~~~-i--+~~+---~++•r+-rH-H--4--------i-HH--t-+-~~-+----++~~~-+-----~-----~4+• I~ . 7U Q (-r-· -~c.·, . ~D 20 ,'J .• , •' ," 80 ,. .~ .... ~ 1.0 i .,, ' 90 ,I I HHH-~-+-+--+---~++~-~~H--4---·---' ' .. ' ' I 'I 1 i 0 1000 000 100 ro P S I O.t\ ·~---L----'-O.IJ..4-...I.-L-""'O.L...05_.a__.a____. ___ o'-'.O-'I -'--'--0..1...005~__._-4-----JQOOIIOO GRAIN SIZE IN MILLIMETERS OOU..DERS COBBLES ~. GRAVEL SA~JD . . .. . . .. .. . FINES -~ " Conrse. Fine Coarse Medium fine Silt Siz&s Cl Sizes LAB TEST NO. BORING NO. SAMPLE N~. _ DEPTH CURVE SYMBOL . C~ASSIFICATION 1 11PDIQI SUSITNA HYDROELECTRIC PROJECT Wl.:((.g-35-fzA-Af-1 -{t,/3 /~15 -~::> ~-~-<;.C.. .c::J 0 . tl :: IIUDlll ALASKA POWER AUTHORITY ........___ WATANA BORROW SITE D AND RELICT CHANNEL ~~~~~~---~ =:1 ~ = ~- ______ G_R_A_D_A_T_ION ANALYSIS CURVES _ ACREs AMERiCANINCoRPOiiAtto ~l.o0 ··;;:;::~-_;;;-.::.;.:.~~.::. D"'," • e ._,.. -·-· . US.Sto~ord Sieve Openings In fnchn U.S. Standard Sltve Numbtrt Htdromtttr 100 12 9 6 3 2 II/~ I 3/4 1/2 3/8 4 10 20 40 eo 100 Ho 200 210 I I r• II II ~ lh .. ~ II I .I I i II 0 '~--.... ~{ -1-" ""-N; 90 f') 10 I . .... '""'- 80 "I( 1- I'~ 20 1\ 'n ~ r ~ill~--~~ . I < l I lc -~~ ~1 70 [\ 30 -i\ .c r -.c Ot 01 C) ~ • 3:60 \ 40 .:t ,.. ,.., ..0 r\ .c .. '-'-• ~ 50 50 $ ):. .. iL: .... 0 \.:.. 0 -(J c: 40 4J \ 00 ... u c '-u c \_ u a.. ... .. 30 .. -~~~ 70 It ' . . 20 }; eo '-l>t;' 1-- 10 90 '·' 01()()0 <lOOIIOO !500 JOO w . I) & I 0.& cu 0.0~ 0.01 O.co5 GRAIN SIZE IN MILLIMETERS BOU.DERS COBBLES GRAVEL SAND FINES Coarse. I Fine Coarse Medium l Fine Slit Sizes Cloy Sizes ,_:;:;:;. ... .. • LAB TEST NO. BORING NO. SAMPLE NO. DEPTH CURVE SYMBOL CLASSIFICATION SUSITNA HYDROELECTRIC PROJECT WL-Itob-3&~ AH-IbB fG,g~ 3bB ~t-t. cz,..b~· <g B "" . SVv\. ALASKA POWER AUTHOR lTV WATANA BORROW SITE D i --!0;:...,-· -~ .. ~~ AND RELICT CHANNEL ··¥ . i l f 1 - 1) ! ~ l I ~ ' GRADATION ANALYSIS CURVES Jc:---------'-ACRES A "'EPICAN INCORPORATED - t•'-1!:.::, ·~ .~· ' (> <0 }) q <l \\ 0 :') ~< (? t• ;;. ~j r' "~: • • r-~--------a.--.a.m------------------------------------MN----~--------------------------a.~~~--------------------~--~------------------~~~----.. --~~--------------.0----------~----. U S. Standard Sltwt Numbtra 2 11/2 I 3/4 1/2 3/tJ 4 10 1111111' ~~ l(f)t:[ ~ 20 II ""'' IG•D 40 -, H~drometer 80 toO 140 200 270 ,--r-IITfl !!IIIII I I lllllll I I 11111111 ~~~ L Ill ~ j I t-+11 I I I I I I II I . rr.o l\ \ \; '-; 1\ Xu \- 0 10 20 I I I I I i I 30 40 00 60 70 !1 1 I I I I I =llittttl ~~ tl=4,rniii~I<RI~RI~J~II~~±~I~tjl=tl =jllttll~ll~l~l~l~: -44llll I 1 1 w lllfll <~ 1\ 80 90 -.c: Clo • :t ,... &; ... Cl ~ '-a 0 u .... c: ., u ... ., c.. ~<---:::I GO 100 ro 0 ~ I 0~ Ul 0.0~ 0.01 0005 QOOI)()() GRAIN SIZE IN MILLIMETERS -BOU..DERS GRAVEL SAND FINES COBBLES Coarst' <I Fine Coarse Med I urn I Fine Silt Sizes ICioy Sizes ,LAB TEST NO. BORING NO. ,, SAMPLE NO. DEPTH CURVE SYMBOL CLASSIFICATION jaPDJlll SUSITNA HYDROELECTRIC PROJECT ltu--tloB-31 AH-L{,B C.6-3'7 fo9.$"-l\.O (a) 5M HURlll ALASKA POWER AUTHORITY I ~--~~-------4--------------~-------------;-------------~----------~----+-----------------_.--------~ ~---------4-----------;-----------T-----------r----------~---------------------4 WATANA BORRO\V SITE D AND RELICT CHANNEL ~ ~ I ---·-------1----------1----------;----------~----------------~--~*----------------~~ GRADATION ANALYS·lS CURVES 7cm "A;:c:RicANINCOR'PO'RATEo I ~~ i'