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<br />/ <br /> <br />004,1 <br />spilhl2Y design flood could be converted to other uses by i.nstaUation <br />of ~uxiliary spillway capacity. <br /> <br />. <br /> <br />ThE Narrows SitE was found to be thE most Economical si te <br />availablE. 1 t 8110HS the creetion of the grE" tES t bEnefits fro,n dl <br />nspEcts; it is thE best plan from nn Engineering standpoint in the t <br />SLEpa[" problems nre less than nt other sites; it has grE.'lter flcxi- <br />bili ty to accommodate changing conditions; end it is mDKes pos3ibL tbb <br />best use of the water nvail~ble. <br /> <br />Plan of Develop,nent.--1he major feature in the pl&n of development <br />",ill be the Narrows :.la,,, on the .::'outh t'll,"ttc River. The chunnel of <br />Bijou Creek Hill bs changed to direct the flow into the reservoir so <br />co,nplete regulc.tion can be given to 211 floods Hhich ,niCht occur on <br />thnt stru:"ll. The Union P&cific R"ilrond, z,tc:te Highwe.y 14h, county <br />rands, power lines, telephone lines, ano ot.her ut.ilitiES Hill be reloc- <br />atEd so SErvice can bs maint&inEd. <br /> <br />The dEun and dike across Bi jOll Creek will hOve a totol crest length <br />of 34,000 feet end " hEi~ht "bove foundation of 147 feEt nnd will con- <br />tain epproximatioly 16,300,000 cubic yards of Illatcrial. Rivtr outle ts <br />end spillHay Hill b8 cons true tcd on the north sidE of the river. " <br />scp"rrcCc outlet Hill be provided to maintnin service cO the Fort ,iorgc.n <br />CanGl. <br /> <br />The ini tiell cllocation of the USt of visual spece iJ< the prop'"'sld <br />r~sLrvoir is es follows: <br /> <br />5upcrstor&ge .. .. . . . . . <br />Flood control. . . . . . . . . . . <br />Joint use (flOOd and conservation) <br />Conservation . . .. . . . . <br />Deed storage (controlled by hio~d required <br />nt Fort f.lorgan CnnD~ outlt t) <br /> <br />318,000 <br />250,000 <br />75,000 <br />323,000 <br /> <br />ElCI'E.-flc t. <br />II II <br />II II <br />" II <br /> <br />_52,000 11 <br /> <br />11 <br /> <br />Tot.~l. . . . . . . . . . . . . <br /> <br />1,518,000 acre-flet <br /> <br />Th", inviolate flood control SPo.c'_ of 250,000 "Cl'c-fect end the <br />75,000 acre-feet of joint-use space h"ve beell 8(;reed UpOl> by the <br />Corps of Jongineers as being the cape.ci ty requir~d to control floods of <br />rrccord on thE Sout.h Platte River. This sp2ce Hill also be sufficient <br />to control Bijou Creek floods. The joint-use pool is to be ope rctLd <br />jointly for flood control end conservction during the snoHmelt period-- <br />April 15 to June lS. The flood control space Hill be used "ny time <br />the conservction cap&ci ty is full cend the river inflow eXCEeds 10,000 <br />sc.cond-fE.et. Sedimentation will tncro2ch on thE; cdloc2tions givt:n <br />above, and it is e stimQ.ted tha t after 50 yenrs of us~ the cOllscrvn tion <br /> <br />. <br /> <br />3 <br />