<br />Recreation and Fish and Wildlife
<br />
<br />Jackson Gulch Reservoir has a surface area of about 220
<br />acres at total capacity. The reservoir is stocked with trout
<br />by the Colorado Department of Natural Resources,
<br />Division of Wildlife. There are many good camping and
<br />picnicking sites, and hunting for the plentiful deer and
<br />elk in the area is permitted in season. Recreation
<br />facilities at the reservoir were developed and are
<br />managed by the Bureau of Reclamation. Visitor days to
<br />the area totaled about 24,000 during 1981.
<br />
<br />PROJECT DATA
<br />
<br />Land Areas (1981)
<br />
<br />]rrigable area:
<br />Supplemental irrigation service ..,........
<br />,"umber of irrigated farms ....,'.........
<br />
<br />Area Irrigated and Crop Value
<br />
<br />13,746 acres
<br />J.t2
<br />
<br /> A rea irrigated, Crop value,
<br />Year aeres dollars
<br />]968 7,8]3 .165,.184
<br />1969 7,96] .158,919
<br />1970 8,009 -161,]7]
<br />197] 8,079 .190,229
<br />1972 8,107 526,367
<br />1973 8,239 585,870
<br />197.1 8,197 .10.1,3]8
<br />]975 8,1.14 .177,]30
<br />1976 8,277 809,982
<br />]977 1.1,864 1]85,2]5
<br />]978 8,638 605,-108
<br />1979 ] 1,247 858,025
<br />]980 11,678 1.067,800
<br />]98] 11,683 1,2.18,170
<br />
<br />IColorado River runoff was the lowest in 61 years of rel'ord and,
<br />in most areas of Colorado, precipitation for the year was
<br />considerably helow a\'erage,
<br />
<br />Facilities in Operation
<br />
<br />Storage dams. . . . . . . . . . . . . . . . . . , . . . . , . . . .
<br />Diversion dams. . . . . . . . . . . . . . . . . . . . . . . . . .
<br />Canals.................,.............. .
<br />Laterals ................................
<br />Drains......................,......... .
<br />
<br />Climatic Conditions
<br />
<br />Annual precipitation ...............,.....
<br />Temperature:
<br />
<br />wlaximum .......................,....,.
<br />wlinimum ..............................
<br />wlean ..................................
<br />Growing season. . . . . . . . . . . . . . . . . . . . . . . . . .
<br />Elevation of irrigable area. . . . . . . . . . . . . . . . .
<br />
<br />ENGINEERING DATA
<br />
<br />Water Supply
<br />
<br />WEST M,ncos Rln:1l
<br />
<br />Drainage area at gaging station 4 mi down-
<br />stream from diversion dam . . . . . . . . . . . . . .
<br />Annual discharge:
<br />Maximum 119411 ................... . . . ..
<br />
<br />97 mi
<br />'HI mi
<br />2 mi
<br />1.,.9 in
<br />% OF
<br />-26 OF
<br />46 OF
<br />12:~ days
<br />(,400-7700.0 ft
<br />
<br />42 mi2
<br />
<br />.,6.:~OO acre-ft
<br />
<br />Mancos Project
<br />
<br />Minimum 11lJ:l11 . . .. . .. . . . . . . . . . . . . . . . . . .
<br />
<br />Average ................................
<br />
<br />Storage Facilities
<br />
<br />JACKSON GULCH DAM
<br />
<br />Type: Zoned eartMiII
<br />Location: Offstream in Jackson Gulch about
<br />:> mi north of Mancos. Colo.
<br />Construction period: 1941-:>0
<br />Date offirst storage: March Ill. 1949.
<br />Reservoir.lInflow is from the West Mancos
<br />River through the inlet canal. 1
<br />Average annual inflow. 1949-72............
<br />Total capacity to EI. 7112:> . . . . . . . . . . . . . . . . .
<br />Active capacity . . . . . . . . . . . . . . . . . . . . . . . . . .
<br />
<br />Surface area. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br />Dimensions:
<br />Structural height. . . . . . . . . . . , . . . . . . . . . . . . .
<br />Hydraulic height. . . . . . . . . . . . . . . . . . . . . . . , .
<br />
<br />Top width. . . . , . . . . . . . . , . . . . . . . . . . . . . . . .
<br />Maximum base width. . . . . . . . . . . . . . . . . . , . .
<br />Crest length . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br />Crest elevation ..........................
<br />
<br />Volume ............................,...
<br />Spillway. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br />Outlet works: Concrete conduit through base
<br />of dam to emergency gate chamber. a :~6-in
<br />steel pipe controlled by two 24-iu hollow-jet
<br />valves at downstream end.
<br />Capacity at EI. 7112:> . . . . . . . . . . . . . . . . . . . . . .
<br />Foundation: Sound Dakota sandstones near
<br />the abutments ranging through sandy
<br />shales to soft shale near bollom of gulch.
<br />Special treatment: Grout curtain beneath
<br />cutoff wall: supplementary grouting at left
<br />abutment and around outlet works gate
<br />chamber.
<br />
<br />Carriage Facilities
<br />
<br />]NLET CANAL
<br />
<br />Location: From point on the West Mancos
<br />River about 7 mi northeast of Maucos.
<br />Colo.. generally southwest to Jackson
<br />Gulch Reservoir.
<br />Construction period: 1l)44-4()
<br />
<br />Length .................................
<br />Capaeity ..............................,
<br />Typical maximum section in earth:
<br />Bollom width ........................,..
<br />Side slopes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br />
<br />Water depth .................. . . . . . . . . . .
<br />Typical maximum section. bench flume:
<br />Bollom width .....,.....................
<br />Side slopes: Vertical
<br />Water depth. . . . . . . . . . . . . . . . . . . . . .. . ,. . .
<br />Lining thickness. . . . . . . . . . . . . . . . . . . . . . . . .
<br />
<br />OUTLI-:T CANAL
<br />
<br />Location: From Jackson Guleh Dam gener-
<br />ally southeast to the West Mancos River.
<br />Construction period: 1l)4:~-:>O
<br />
<br />Length .................................
<br />Diversion capacity. . . . . . . . . . . . . . . . . . . . . . .
<br />Typical maximum section in earth:
<br />
<br />Bollom width ....... . . . . . . . . . . . . . . . . . . . .
<br />Side slopes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br />Water depth............................
<br />Typical maximum section. bench flume:
<br />Bollom width . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br />Side slopes: Vertical
<br />Water depth ............................
<br />Lining thickness . . . . . . . . . . . . . . . . . . . . . . . . .
<br />
<br />3
<br />
<br />12.220 acre-ft
<br />27,490 acre-ft
<br />
<br />7,400 acre-ft
<br />9,980 aere-ft
<br />9. %0.:> acre-ft
<br />~ 16. ():~ acres
<br />
<br />1110 ft
<br />160 ft
<br />:1:> ft
<br />920 ft
<br />1.900 ft
<br />711:H.O ft
<br />I. 710.000 yd"
<br />None
<br />
<br />2110 fl"l s
<br />
<br />2.6 nIi
<br />2:>1l ft"/s
<br />12 ft
<br />I.:>: I
<br />4.:> ft
<br />10 ft
<br />4.11:~ ft
<br />7 in
<br />
<br />2.2 nIi
<br />207 ft"/s
<br />12 ft
<br />1.:>: I
<br />4 ft
<br />10 ft
<br />4 ft
<br />7 in
<br />
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