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<br />DH-IMO
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<br />Outlet channels
<br />EI. 6768
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<br />18 " Oia. M&!
<br />branch
<br />
<br />
<br />6e\D
<br />
<br />RESERVOIR CAPACITY ALLOCATIONS
<br />
<br />
<br />-r
<br />UTE MOUNTAIN
<br />INDIAN
<br />RESERVltrIOl'l
<br />
<br />"1
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<br />
<br />PURPOSE ELEVATIONS CAPACITY
<br />ACRE - FEET
<br />Active conservation 6787,0 to 6798,0 560
<br />Inactive 6783.0 to 67870 70
<br />Dead Streambed to 6783,0 60
<br />Total reservoir capacity 690* '
<br />
<br />
<br />...L-
<br />
<br />--......
<br />I --- ~
<br />----........ '
<br />
<br />County Road:;;" ~
<br />Relocation "
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<br />Into ke structure
<br />Berm EI, 6780
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<br />
<br />*Includes 92 acre-feet allowance for loo-year sediment deposition
<br />between streambed and E 1.6798, of which 60 acre-feet is above EI.6787.
<br />A surcharge of 635 acre-feet (Maximum WS. fl, 6803.8) in.
<br />combination with a spillway discharge of 432 ft.% IS proVided to
<br />protect against the inflow design flood which has a peak of 365Oft,%
<br />and a 60 hour volume of890 acre-feet.
<br />
<br />:!
<br />,
<br />
<br />,
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<br />,
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<br />
<br />20-0
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<br />
<br />, DAM
<br />
<br />6800
<br />
<br />','
<br />
<br />--.. ~
<br />
<br />GENERAL PLAN
<br />100 0 100
<br />1.1 I I I t I II! I I
<br />SCALE OF FEET
<br />
<br />200
<br />I
<br />
<br />EI.6780
<br />
<br />
<br />If Gate structure
<br />Sta. 1+80
<br />El.6812,O
<br />Recorder platform
<br />cSfl
<br />{I, 6783,0
<br />
<br />Remaveable cover with
<br />access ha tch
<br />
<br />"
<br />Sta, 3+ /0. 18 Oia. M & r
<br />. "
<br />branch wtfh /8 gate valve
<br />
<br />t[ Stilling well
<br />Sta, 3+ 27
<br />
<br />fl. 6768,0
<br />
<br />LOCATION MAP
<br />
<br />...
<br />
<br />Cutoff coflars
<br />u
<br />24 Gate valve
<br />
<br />
<br />5 0 5 10 15 20
<br />III I I I I I I I
<br />
<br />.,
<br />
<br />"'....f-'-' -
<br />
<br />---~- ------
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<br />
<br /><<-._-....--.....---- -
<br />
<br />A
<br />
<br />([ Into ke structure
<br />Sta.I+OO
<br />
<br />SCALE OF MILES
<br />
<br />,
<br />
<br />---...------ ,~
<br />
<br />.',
<br />
<br />AREA IN ACRES
<br />
<br />'\ ff
<br />
<br />20.0
<br />1-0 Riprap over 0-6 bedding
<br />"
<br />24 Gate valve
<br />
<br />o
<br />
<br />30
<br />
<br />60
<br />
<br />90
<br />
<br />120
<br />
<br />150
<br />
<br />EI.6768,5
<br />Concrete encased 24"010. steel pipe
<br />
<br />Crest EI. 6810
<br />
<br />PROFILE ON ~ OUTLET WORKS
<br />
<br />40 0 40 BO
<br />I. I I I I I I I I I
<br />SCALE OF FEET
<br />
<br />.'
<br />
<br />o
<br />6BI0
<br />
<br />CAPACITY IN ACRE - FEET
<br />300 600 900 1200
<br />
<br />1500
<br />
<br />..
<br />
<br />Maximum W.S. Ef. 6803,~
<br />
<br />Top of active conservation L
<br />capacily, EI. 679~ =-=- 3-0 Riprap
<br />
<br />Top of inactive conservation - - 1-0 Bedding
<br />capacity, Ef. 67!-l-0~
<br />
<br />([ Crest of dam~
<br />
<br />0-6 Sand and gravel 30,0
<br />
<br />Max, W.S, EI. 6803.8
<br />
<br />" --
<br />
<br />-
<br />\
<br />
<br />Top of deadcapacily,
<br />fl,6783,O
<br />
<br />
<br />Berm fl. 678? "'", 20-0 ........-----~. " !' ,
<br />'" I ~ ~p,#,,,.
<br />~---
<br />-- .11"''''''-'/,'
<br />_ /;?..... Ill'll
<br />..!....:L.Of'..O.--L~.. o.
<br />---!:~~...:~.~~~'-u,'.; ~~. ~.'3..'. ~I#p..#j'~ll!~",-?;'.~.
<br />- - - - - - - - :.....'..:.,17 ~ If Cutoff trench
<br />Original ground surface - -;- ---- --- --
<br />1-0 Stripping
<br />
<br />
<br />Spillway
<br />
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<br />o 6800
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<br />~Cre sf [f. 6798.0
<br />Capacity I
<br />
<br />'!'
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<br />1-0 Seeded topSOil
<br />
<br />.- -:--
<br />
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<br />.c-::::
<br />" .p-~
<br />- ---= ~
<br />-Dip' -'0 '''\'\'\~
<br />. . 0 ~. .c>. ,(II'O~
<br />----- ,'~
<br />'p' . (7 . . (;> ,;,0. . 0'// . .
<br />./.f ,'!:?,' . ~. .. w~
<br />---- _..,~
<br />. . 1/(. It>. . ,/Y. =:: 'L'). III.
<br />
<br />\'-([ Dam and county road bridge
<br />i Spillway Sta If 00
<br />
<br />~-.- \
<br />
<br />,[I,
<br />Grout holes@ 10-0:tctr.
<br />
<br />
<br />3-0' Drainage blanket
<br />below EI.6785, 0
<br />
<br />
<br />
<br />~ Handrail
<br />
<br />works
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<br />/5-0
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<br />Sto.Ot55~
<br />
<br />6'8/0
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<br />Sill EI.6783.0
<br />
<br />",,'.
<br />
<br />"
<br />
<br />Assumed top of
<br />firm foundation
<br />
<br />~ 0 Dam embankment
<br />, ,Original ground
<br />3-0 Rlprap over /-0 beddIng surface
<br />
<br />~
<br />
<br />E/,6773,39
<br />~Sta. 1+92.54
<br />20. - -ASSumed W.S. fl. 6772.0
<br />Q= 432ft, %
<br />
<br />2-0 Riprap over
<br />/-0 bedding
<br />Ef. 6759. 23
<br />
<br />a:
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<br />ILl 6770
<br />(/l
<br />ILl
<br />0::
<br />
<br />--\.- .
<br />
<br />20-0
<br />I
<br />"MAXIMUM SECTION
<br />
<br />rSandstone~
<br />
<br />PROFILE ON € SPILLWAY
<br />
<br />--~-.r....-. -'-
<br />
<br />20 0 20 40
<br />II II I II I I II I I
<br />SCALE OF fEET
<br />
<br />,
<br />
<br />20 0 20 40
<br />I t II I I t I III I I
<br />SCALE OF FEET
<br />
<br />6760
<br />o
<br />
<br />/-
<br />
<br />~
<br />
<br />,--
<br />
<br />o
<br />
<br />100 , 200 300 400 '
<br />SPILLWAY DISCHARGE IN CUBiC fE.ET PER SECOND'
<br />20 40 60 80
<br />OUTLET WORKS DISCHARGE IN CUBIC FEET PER SECOND
<br />
<br />500
<br />
<br />'-
<br />
<br />100
<br />
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<br />1
<br />,
<br />j
<br />
<br />-. '- .--'-'
<br />
<br />" J
<br />
<br />ARE A : CAPACITY-DISCHARGE CURVES
<br />
<br />6B20
<br />
<br />Z 6790
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<br />6770
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<br />.'Q." '.:.; 9',...
<br />
<br />- ~Turning point
<br />
<br />- -~-------Origi~~-grOUnd su~~~~--- _
<br />
<br />1 , ---
<br />
<br />6820
<br />
<br />Crest EI. 6810
<br />
<br />If Spillway
<br />
<br />6810
<br />
<br />
<br />----
<br />
<br />---~-----------------
<br />!'
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<br />,
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<br />, I.Q.-, '. ' '.:-: ':. .. 0
<br />
<br />-----
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<br />-----------
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<br />
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<br />, . . " ,--, '.'
<br />
<br />
<br />6810
<br />
<br />If Outlet works
<br />
<br />
<br />Crest
<br />EI 6798,0 l
<br />
<br />-------- -
<br />
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<br />
<br />',' ,,~.:.: ,.,.',., .',iI." .
<br />
<br />
<br />.:'? '::. <:;). ---
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<br />/---
<br />,/
<br />,/
<br />,/
<br />,/
<br />,/
<br />,/
<br />,/
<br />
<br />Bottom of cutoff trench
<br />
<br />~. '. J--...,
<br />
<br />::.~': : ': ':': U.
<br />
<br />...\1....
<br />
<br />
<br />..........
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<br />
<br />....
<br />
<br />. ----9------ Sand~tone
<br />
<br />
<br />67510 Z
<br />o
<br />I-
<br /><(
<br />>
<br />ILl
<br />-.J
<br />6770 ILl
<br />
<br />UNITED STATES
<br />DEPARTMENT OF' THE INTERIOR
<br />
<br />BUREAU OF' RECI.AMATlON
<br />
<br />.... ~~--
<br />1
<br />
<br />"-
<br />"-
<br />-
<br />
<br />Monument Creek
<br />
<br />
<br />,
<br />Sandstone -rJ---- '
<br />I
<br />"
<br />
<br />....
<br />....
<br />
<br />-
<br />
<br />--
<br />-.....
<br />
<br />.....
<br />
<br />.....
<br />
<br />, --y......
<br />
<br />---
<br />
<br />G rout cop
<br />
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<br />....
<br />"-,,-
<br />
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<br />,/
<br />,/
<br />,/
<br />,/
<br />
<br />DOLORES PROJECT-COLORADO
<br />
<br />------>'--Sandsfone~
<br />
<br />I':
<br />
<br />~
<br />
<br />Grout holes @ 10-0:tCtt;
<br />
<br />,\
<br />
<br />)
<br />MONU^IENT CREEI( DAM
<br />
<br />FEASIBILITY DESIGN DRAWING
<br />
<br />DES/GNEDt;;~~______SUBMITTEO_~J?- ~__
<br />/i')..I,1<1-<-v",~ . NO o~,J&-"'- - l
<br />DRAWN_"'>-"__ -1':------ RECo,MME '-~Y ----- -~-
<br />CHECKEOd.J!.,- _~G" ~~_APPROVEDdA ~__
<br />." , fi.Y'~ ' t)1I'l'tOTO/f Ofr o:-~~ AND CONSTftC,JcnOf'l
<br />
<br />30+00
<br />
<br />,
<br />I
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<br />!
<br />!
<br />I
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<br />oj r.
<br />j-
<br />,
<br />
<br />Grout holes @ 10-0:t ctr,
<br />
<br />~'-
<br />I
<br />I
<br />
<br />---;-'
<br />
<br />.6750
<br />
<br />.
<br />
<br />25100
<br />
<br />20+00
<br />
<br />15+00
<br />
<br />10+00
<br />
<br />5+00
<br />
<br />STATIONS
<br />
<br />2+00
<br />
<br />6750
<br />
<br />DIKE
<br />
<br />.~ ~
<br />
<br />DAM
<br />
<br />,
<br />.
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<br />
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<br />
<br />,
<br />
<br />PROFILE ON ~ CREST OF DAM AND DIKE
<br />
<br />. ,
<br />
<br />.'
<br />
<br />\
<br />
<br />DE NVER, COLORADO, APRIL. 7,: /9 7~
<br />
<br />71-0-12,
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