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<br />1512 <br /> <br />,-e- .--..----- ------------------------- <br /> <br />eAl terM t1 VEl pla_ns) <br /> <br />Type of' canal . . .. . . . . . . . . . . unli:red <br />Length. . . . . ... . . . . . . . . . . 0.98 mile <br />Capa.citYa. . . . . . . .'. . . . . . .2,600 seo.-rt. <br />Estirrated cost (including diversion <br />dam and siphon) . . . . . . . . . . . $2,68l,OOO <br /> <br />Beulah Canal.--From the east portal of the Texas Creek-J.ti.nernl <br />Creek Tunnel at elevation 6,100 feet. the Beulah Canal would carry <br />the water a distance. of 42.5 miles to the Graneros Reservoir, at eleva- <br />tion 6,055 feet about 22 ~les south of Pueblo. The oanal would <br />roughly parallel the rose of the Wet llountc.ins and would pass through <br />the towns of 'iletnore and Goodpc.sture and near the towns of Beulah and <br />Crow. Siphons would bo provided across HArdscrabble Creek, North Red <br />Crook, Pock's Croek, and Muddy Creok. I, bench flUlXl 1 mile in length <br />would be cons~rUctod south of.the Pock's Crook siphon. <br /> <br />e <br /> <br />Typo of eMul . . . . . . .".". . . .-linod <br />Length. Ii..... ... .....-.-...40.9 miles <br />Ca.po.city. . . . . . . . . . . . . . . 2,,600 sec.-ft. <br />Estin.'\ted cost (including oonch <br />flur~ and siphons). . . . . ... , , ~36,397,OOO <br /> <br />Grc.neros-Cedan1ood C~c.l.--J,t tho ec.storn torninus of tlm Portal <br />Tunnels, which would be built cc.s~lcrd alonG the cc.nyon sidos from <br />tho Lcwer Grnnoros :!Diversion Dc_,,, to Pinkney ,\;rroyo, c. siphon would bo <br />constructod c.cross Pinkney l~royo which would dischcrge into a canal <br />leading ec.stwc.rd ccross Grc.noros-Flc.ts te Capors Poworplant o.bove tho <br />Cedarwood Do.!ll. <br /> <br />~JPC of c~nnl . . . . . . . . . . . . unlined <br />Length. . . . .. . . . . . . . .. . . . 9.7 niles <br />Cc.po.city. .. . " .. .. . . . . .. .. . . . 3,000 soc,-ft. <br />Esti~~tod cost. . . . . . . .. . . . ~ ~6,566,000 <br /> <br />Huerfa.no Valley Diversion DCJ:1.-.Thi s divorsion dc.n would bo con- <br /> <br />structod c_cross the river to divert wator into a canal loc.ding to tho <br />Noposta Poworplc.llt. Tho tailrace of tho PCll Butler powerpla.nt would <br />bo in tho wc.tor baekod up by this diversbn dan. <br /> <br />--e------ <br /> <br />12 <br />