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~!n~ ':l"~{~ FRYINGPAN-ARKANSAS PROJECT TABLE III,-Cost allocation ~ Item 'rotal Municipal Irrigation Power Flood Fisbl'lnd water control wildlife AnnuBI bl}nefits~n__~~__n~____~____ $9,317,000 $1, 662, 000 $4, 355, 000 $2, 702, 000 $598, 000 __ ------~- Less [lllnUfll operAtion, maintenance 412,000 842.000 0 a.nd repl"cement costs~_uu_______ 1,313.000 59. 000 0 Anmml net benefits_.__~~u______~__ 8,004,000 1, 250, 000 4, 296, 000 1,860.000 598, 000 - -- - -~~-- -- Justifi9ble lnvestment_ _ ____n_nn_ 295, 910, 000 45, 771, 000 157. 305, 000 68, 107, 000 21,897,000 '$2,830,000 Altern"tive expenditure____~__~~____ 184, 161, 000 33, 57!), 000 81,097,000 42.148,000 27,341,'000 ----------- Alternative Justifiable expenditure_~ 181,547,000 33, 575, 000 81,097,000 42.148.000 21,897,000 ~u___~____ Less specific costs_~__u__u~____uu 60, 711, 000 21,500.000 0 39 211. 000 0 2,830,000 Remaindel'_ __ ___~__"____u____~____ 120,836,000 12,075,000 81,097,000 2,937,000 21, 897, 000 - -- ----- - - ~ Percent distribution_ _________~_____ 100,0 10.2 687 2 5 18.6 ----------- Joint costs. _ u _ _ u~~ _ ___~u n____.__ $112, 187, 000 $11, 154, 000 $75, 128, 000 $2, 734, 000 $20, 341, 000 '$2;830,000 Specific costsn___ _ ____ _______~_~_u_ 60,711,000 21, 500, 000 0 3'9;'211,000 0 Allocation _ _ ______~~__________~~_~__ 172, 898, 000 32, 654, 000 75, 128, 000 41, 945, 000 20,341,000 2,830,000 ., 1 Incremental costs offea.tures on western slope, as described in report of t'3e regional direct0r for mitigation of losses. TABLE IV,-Interest during construction ~. " Oon~ struc- , Construc- tion Interest Feature Code tion cost pe. 2~ per- riod cent years , Replacement Reservoir, Aspen, 28,000 acre-feet_~___~___n___u_u~___ J $8, 102, 000 4 $405, 100 Sugar Loaf Reservoir enlargement, 117,000 acre-feet___~_M___~_________ J 7, 248, 000 3 271, 800 Twin Lakes Reservoir enlargement, 260,000 acre-feet~~M____~______~___ J 10, 222, 000 4 511, 100 Salida Afterbay Reservoir, 200 acre-feet_____ ___ _~_n_n_ n_~n___~____ P 310,000 1 3,900 Pueblo Reservoir, 400,000 acre-feet________ ___~__~________________nu_ J 43, 453, 000 4 2" 172, 600 Main purification plant (Pueblo) (7,liOO,000 gallons)~ __n.u_____~____ M 7, 148, 000 2 178,700 Hunter Creek diversion damu _ _ ___ _ ________~__~_____~_u___u___n_ ~ J , 48, 000 1 600 HWiter Creek extension diversion works~ _ ________~__~_M_M_______u__ J 15,000 1 200 Cllapman Gulch diversion dam___n__u_____~______U____M_M_~_~__~_ J 54, 000 1 700 Lime Creek diversion dam_un_u___n_hM_M______~______n________~ J 30,000 1 400 Lai'lt Oha.nce diversion dam__~____~_. ~~_______M_____n_~__n_________ J 30,000 1 400 North Fork diversion dam_uu__u___uu_u_u_nnn_~_' u~~__~_M_ J 30,000 1 400 Ivanhoe diversion dam_w- _un~__~~____Mu. ____Muun___~h______u_ J 30,000 1 400 Frylngpan River diversion dam_n______~______________n___u~~----~ J 16,000 1 200 Snowden diversion dam____~____n _____ _~___~_______M_~u______ ______ J 205, 000 2 5,100 WapneD diversion damn___~n_ _ ___ _n____n _____n_________~u______ P 228,000 2 5,700 Chalk Oreek diversion dam__u_u~nn~_~_____~___~uU_____~M_hh_ p 62, 000 1 800 Oil Creek diversion dam_ _ ___ _____ ~_~~___~_~___ ~__u____nu__ ~_~____ M 138,000 1 1,700 Main municipal pumping plantn_u_~M_~___~~__________n______. ___~ M 1,470,000 3 55,100 Oolorado Springs pumping plants~~_____~~_______n_________u______~ M 155,000 2 3,900 Hunter Crf'.ek, Aspen Oanal-Q=200 cubic feet per second__ _________ J 240,000 1 3,000 unter Oreel~ Extension Oanal-Q=20-100 cubic feet. per second_ nu J 394,000 3 14,800 oath Side collection conduit__u~ _. __ ___~~___~_~__ ________~__~uu_~_ J 9, 209, 000 -~---- ~--------- .01 Hunter Creek-Chapman tunneL_n_n_u_nnn__n___u__.___ J (2, 578, 000) 2 64,400 .02 Ohapman~South Fork tunneLu__u_n_unn_n__~_~______n J (3, 380, 000) 2 84, 500 .03 South Fork-Frylngpan siphon tunneL~Mn___~~_u________~___ J (2,706,000) 2 67, 600 .04 Fryingpan siphon_om _~______~~_______n_____~____un__~___~ J (545, 000) 1 6,800 ol'thside collection conduit_ _ _ __~______uu_n____n_____~_n~_n___ J 21, 006, 000 --------~- .01 Lime Creek CanaL_n_u_____________________~__u____u___u J (1, 182, 000) 3 44,300 .02 La8t Ohance~North Fork section______uu__~______n___~nu_ J (2, 952, 000) 2 73, 800 .03 North Fork-Ivanhoe Creek section__n__~M____~___~_______n__ J (11,674,000) 3 437,800 .04 Ivanhoe Creek-Fryingpan siphon_ __n~____________________~__ J (2, 002, 000) 2 50,000 .05 Fryingpan siphon-Fryingpan-Arkansas tunneL_ __________~___ J (3, 196, 000) ---------- ryingpan-Arkansas divide tunnel_ _~ ____~ _____~___~_______________ __ J 10, 095, 000 3 378, 600 Jbert power canaL~_ ______~ ~__._________~___________~___~___ ____n__ P 1, 795, 000 3 67, 300 nowden Canal J 587, 000 2 14, 700 win Lakes-Otero Oa~al~=~ = = =: == = == == == == == = = = = = =: == =:= = = ==: = ::::= = = P 1, 623, 000 2 40, 600 tero-Wapaco CanaL_ ___~. ~~__.__ ___~_______~__ _______. ______~___ nn P 2, 188, 000 3 82, 000 apaco diversion canaL_ _ _~___ ~_~_~_~______________h___~___~_~_~ .__ P 38. 000 1 500 apaco-Prlnceton CanaL _ _ _ _M _ __ __ _ _ __ _ __ n_ _ _ _ _ _ __ _ n _ _ ~ __ _ _ _ _ _ __ _ ~ P 2,466,000 3 92, 500 halk Oreek diversion canaL__~u____~U~____h___~________________~ P 34, 000 1 400 rblCeton~ Pancho Canal ---~----------------~----~---~-------------- P 2, 023, 000 3 75, 900 ancbo.Salida Canal P 2,508,000 3 Q4,OOO liAblo municipal water -suppiy condllit: = = == = = = = = = = = = = = = = = = = = = = = = = == = M 1,735, 000 2 43,400 rka~sas Valle~ municipal water supply conduiL _______~_nuunn M 10,631,000 3 398, 700 il Creek-Brus Hollow Canal._. _~_~ _________~~__~__ ____ _~_~ _ M~___. ~ M 223,000 3 8,400 lbert powerplant, 8,700 kilowatts. _ _ __________n_~___~____n_h_~___ P 1,137,000 3 42, 600 tero (Granite) faowefPlant, J9,21J0 kllowatts_u__unu__n___u_n__ P 2, 711 t 000 3 101, 700 apaco powerp ant, 16,500 kllowatts._~___________~_____~__~_~_~_____ P 2,214,000 3 83,OOa rinceton powerplant, 11,700 kilowatts________n~_____n~_ __ _~_____~_ P 1 733 000 3 ~5 000 H S N " F E S T o W W C P p P A o E o W p . - 7 ~, .'>'" ,.....,..,