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Feasibility Estimate Wantana Dam Height Optimization 1983
. .~ •. _~_- 4 '. ' ..,.,..... HARZA ENGINEERING CO. /' Dare Received :3;/; /; / r 3 Root!:!! Tu O~l· .. ~. ~-~~~~~ &la:·.sif!Hrl lot Filing by ------- ProJ~cl Nm:Iher (7) FEASIBILITY ESTIMATE PRELIMINARY QUANTITIES G1a~s~h::~1liun Sl tl-i}•r• r,"<:-'rl1~lti~n .i t ~ . • H WATANA DAM HEIGHT OPTIMIZATION •• .• ~""· . ' ,.. > w a: N l.t) ,.. 0 2 ~ a: 0 u. f f £)' !) .•. JOB NUMBER 5700.09 Calculations FILE NUMBER ____ _ SUBJECT: S\J$ IT N A HE p SHEET L_ OF __ _ wA T A JJ A -~~ E vIS 1 ow.s ro cosr v{y R ~ H oATE.Lziz/8l I £SJIMA. 7£ -DAM HG7 EL. ZZDSF/ APP DATE L-------~----~~~~~~~~---=~~~~======~~===,- /~[FER TO PRE FE'R R E 6 \f\111 T It "' A .s C. 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"" 1-... --~---------'------------~-----------·-·----------------~--· ---·-·--· ---- \) (' __ < ' ' ( iirJ '. 112: .-./.¥ SUSITNA HYDROELECTRIC PROJECT Updated Estimate Summary JANUARY 1982 DOLLARS CREST ELEVATION (FEET) 2215 2165 2115 $t~ILLIONS $MILLIONS -$MILLIONS WATANA SITE AND ACCESS COSTS Construction $ 2,720 $ 2,449 $ 2,195 Contingency 544 489 439 Owner Costs/Engineering 408 367 329 Subtotal 3,672 3,305 2,963 ~------------------------------------------------------------------------------- WATANA TRANSMISSION COSTS Transmission Lines and Substations Contingency Owner Costs/Engineering Land Subtotal 263 53 40 18 374 263 :.~63 53 53 40 40 18 18 374 374 -----------------------------~----------------------------~~-------------------- $ 4,046 $ 3,679 $ 3,337 DEVIL CANYON SITE AND ACCESS CCSTS Construction $ 1,136 $ 1,136 $ 1,136 Contingency 228 228 228 Owner Costs/Engineering 170 170 170 Subtota 1 1,534 1,534 1,534 ------------------------------------------------------------------------~------- DEVIL CANYON TRANSMISSION COSTS Transmission Lines and Substations Contingency Owner Costs/Engineering Subtotal 69 14 10 93 69 14 10 93 69 14 10 93 -----------------------------------------~-----------------~--------~----------- TOTAL DEVIL CANYON COST $ 1,627 $ 1,627 $ 1,627 TOTAL PROJECT COST $ 5,673 $ 4,964 ·.~ ; ::;:: i] ( .....-.-.... -. > w a: i N U') ' -~/ . 0 z :E a: 0 u.. f/~1 roJr >~ ~ /)t-E ,tJ#/11 I( £/lso/11} LJ;I,£ J~ tl?J).. £_ .t?/171 ._ c c,t !?.. r/J-1 Ill W~tt- . . , /t? s-6 t . . ICJ:? 1rr /~ .,2)7 -p /:2? ~(; y . . JOB NUMBER /?J20o 0 7' /07 ~tJO . -/feci; ///~#/ /~?/// 60 ooo I I I l I ! l I ! . ];;;::;;;:~-:-:~-~ :~r-~o--~-:~:~~.:~~:". ~-:-: ' ~-~~•,J • v 0 N ('() -1.0 """ -. -· c ~ I .t. ( v" 0 Ia• .,. u< ~ ... :> E3 X" -~ "':r -d ~t: z:: -i:J ~m 0dl ....... cw ~~ x5 ....: :::c ~ :X: f j ""' • \ _____.. "" ~'~-, .. ~ ... ~ ,....._.,_ '. '. ,. _,. - . ' . lo _j ~ ! ( > UJ c: ~ -d z :E a: 0 LL. ,' : D Calcuiations 'y I A..,.....?· ,,. ; \f I . I -' , I SUBJECT: REL1C.. C ~~ l'f !~: . ' -. ...... ) (. f\ t> 1' ,.. r-, "· II -r .......... ._c. j.)r. ' 10.~00 1 s. tj o~ 155. 5~D I ) 32.9 fY·l I --/" l.j ......,-, __ •• . -v r *-DS' . 7 -.......... < -.,... _,. - f r ,/.(/ . 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CD • . .. .. , DlSCRIPTION ($000) land Arquisition Reservoir Clearing Hain Dam Diversion & CoffPrdam Penstocks Pown r Intakes Powerhouse & Associated Items s~rvice Spillway Tailrace Saddle Dam & Cutoff Switchyar·d Miscellaneous Structures & EquipmPnt Access Road/Airstrip Subtotal M'isc-e11anoous A?~ystroont to Volume Chonge Subtotal Support & Camp ~ 15.6% Subtotal rontingcncy ~ 20% Subtotal f:nginPPrinq, OwnPr Costs, Administration A 12. 5!0 TOTAL NOTES: - . WATANA !If fGIIT OPTIMllAT ION .. COST SUI~~l.I\BY -aULY 1981 ____________ r_._R_!_S_l __ E_L_.E.i.!_T I oN (r L E l) ll:me (1 , 2) (4 ) (4 ) (4 ) fst1mnto 2, 1nn 2,275 2,2so 2,225 z,zrm 2,175 2_,150 $Olin $fJnn $ono $ooo $ono $ooo $rJOrJ 50,7~~ 43,75n sa,5oo J5,ooo 32,200 29,050 26,950 1s,onq 15,onn 15,onn 15,1JOO 15,ooo 1s,onn 15,r:mo 1,440,1~12 1,328,107 1,221,599 1,126,815 1,1B2,720 948,292 849,95? 106,~09 105,005 10~,103 101,803 101,102 99,801 99,101 14,711 14,17' 1~,924 13,587 15,135 12,798 12,460 57,154 57,1)4 57,154 57,154 57,154 57,154 57,154 179,Q55 179,794 179,666 179,536 179,406 179,245 179,004 210,126 zn4,614 199,100 195,424 189,910 186,2.35 18n,721 12,922 12,710 12,394 12,184 11,868 11,657 11,446 124,54~ 92,792 57,242 45,196 ~1,140 27,000 23,0~0 7,1113 7,018 7,018 7,018 7,018 7,018 7,010 o,nnq a,onn o,onn B,ono u,ooo s,ooo o,ooo 98,~11) 98,140 97,920 97t7.!.!2 97,480 97,480 97,40~ 2, ~:H, 2f17 2,166,537 2,810,620 __ 5,9)7 . 5 2407 4z953 2, .~ ~9 1 1 I•~ 2, 11"1, 944 2,015,573 -~64,9n? 3~8 2 824 ~14,429 2, 704,fl71 2,510,760 2, 3.3iJ.OfJ2 5ll0, 015 5112 2 152 lJ66z 000 3,2(~4,006 3, rn2, nn ~,796,002 -~ 4fl5, 611 376,616 349! 501_ 1, 650! /jCJf} ~3 t~lJ9, 5 }6 1~,145,503 1,094,417 1,778,1.33 4 2 544 4! 166 1 ,890, 961 1,702,279 296 2 238 270 1 035 2,195,199 2,06fJ, 314 439z039 412,063 2,634,218 2,472,377 329 2 279 _2!29 r O~J. I~63, 517 2,781,424 1,678,730 . 3 2826 1,682,556 262!479 1, 945,035 389z005 2,334,042 . .• 281 t 755 l.6Z5.797 ' I 1,567,37J 32498 1,570,871 245 2 056 1,815,927 ~,185 2,179,112 _]}2,389 b__451, 501 1. All PstimatPs arP basr:-d upon f•stimntr> for f'Tr>st ~Jcvatior{2, 225)wit:.!_l a~eroeriate adJus!,!ru"nts madr> to reflect varir.d dnm volumes, lt:nqths of tunne l.s, length of spillways, d". at othnr n l~s. 2. f.rPst nlPvatlon 2,225 estimate total ($2,%~ million) is oriqinal uppnr Umit Pstimate (Mat-ch 1901) as used in ~conomic model analysis. 4. ~. Dam votumr.s are based c:1 2. 75:1 upstrPam slflpn ar1d have brPn acijusb~d to reflect additional t.opographic information. No adjustment in costs have beP.n rnadP to rPflPC"t srhPdulr> jmpact of additional volumes af'f'f"higher P.levations. ,,f-I 13 Fi it, fbMmJL. ~ 7z!' ~ ~ IJ ~wid wPK • II> . . I ' . I ..0 :.' • • •