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<br />.';.
<br />
<br />-e
<br />
<br />14-2-3
<br />
<br />(Initinl Dovolopnont)
<br />
<br />Tho Ruodi Rosorvoir would,roquiro tho ro10ontion of nbout 7-l/2
<br />nilos of grnvol-surfc.cod sooonlnry Stnto HiGhwny No, 101, This highwny
<br />oould be rc-routo" o.bovo tho hiGh-wntor lino on tho south side of the
<br />reservoir.. No difficulties :in obtniniIll; rights-of_wny nro o.nticipc.tcd.
<br />nl thouGh sone of tho rosorvoir uroo. is in privo.to ownership nnd the ro...
<br />rnnindor is in Nntionnl Ferest:lnnd.
<br />
<br />Ruedi Reservoir Fentures
<br />
<br />e
<br />
<br />- - - --
<br />-----~-
<br />--_._-----~----- .-=-=~-_.=:.:::= - -----
<br />-'- ":DoBlif:eof.;::tliocRuoC:i::Diif.iIQ,r,o;.:;shoWllcoOniox.'1i:'ji.,t:;10;~p'ni;e= '15. ' :J:hQ.;.1!ln=--
<br />-' -could..cbec:o ons,j::z,u",tc-d':'cf'.::por:lfi;9us=antord:O:H, :t6::'oc_-eb"tdro d:7in' the~o.ronO" ~~'
<br />-No-ge ,l oGic-irlvc stip tions-ho:vc-15'fonno.do of tlio--if'to I but 'prolimnnry
<br />inspootion indiontes that tho abutr,mnts ero stable nnd peroelntien lessos
<br />would be s~11, Tho rosarveir aron is b1ankotcd with clluvinl deposits.
<br />
<br />Aron, nor~l water surfaco. . , . , . l,OOO ncres
<br />Dead storc.gc.'.~. . . . . . . . . . . 4.,000 nc._ft.
<br />Totn1 storaGe~ '~ormo.l wnter surfaoe . 100,000 co.-ft.
<br />E1cvc tion:. netml we ter ~urf"-,,e _!....!-. 7,'rS,1 ft., ___
<br />- -- - - EFcivn,tii:QD~~9:~f(t.or~gO::-wtftOr~surf~7-~5j~-f't.~: ______
<br />' , -~. Elomttcnrs::t;r.eo.m-bOd-=nt-dnm.-,=,=,,,:.,_'7:.,5:i.0:,ft., -=-=:-=-="
<br />
<br />_n __
<br />- ----- ---
<br />
<br />--
<br />
<br />-----
<br />
<br />------
<br />------
<br />---- .
<br />----
<br />-----
<br />
<br />Ruodi Dun Features
<br />
<br />Type. . .'. . . . . . . . . . . . . . oarth c.nd rock fill
<br />Elevation, top. . . . . . . . . . . . 7,780 ft.
<br />I
<br />Ibir.n.u.l heiGht. . . . . . . . . . . . 270t ft,
<br />LonGth of orost . . . . . , , . . , , 1,030 ft~
<br />Crown width . . . . . . . . . . . . .40 ft.
<br />lhximun thicknoss nt bnse . . , , , , 1,850 ft.
<br />Spillway cnpncity . . . . . , , , . , 9/250 soc.-ft.
<br />Outlet capncity , , . , , . , , . . . 1/005 soc.-ft.
<br />
<br />The total ostino.tod cest ef tho Ruedi Dnn is ~,l2,S95/000, of which
<br />$3,171,000 would be chArboo.Lle te the Gunnison-J~knnscs Project o.nd tho
<br />remindur to the illuo-South Plntte Project.
<br />
<br />-e
<br />
<br />BridGeport Roserveir,--The dnnsite is lecated on the Gunnison Rivor
<br />nonr the ncuth of Ko.nrmh Creek nbout 15 nilos ,,-bow its confluence with
<br />tho Co10rndo River nt Graud Junction. Access to the reservoir site is
<br />provided by U. S. HiGmlay No. 50 betwoon ;.Iontreso and Gro.nd Junctien,
<br />and by the Denver and Rio Grande Western Railrond which runs through
<br />tho rcserveir aroa.
<br />
<br />90.
<br />
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