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Silver Jack Dam

Silver Jack Dam, Colorado


Statistics

General

  • Region (Map) : ......... Upper Colorado
  • State (Map) ............... Colorado
  • County ....................... Gunnison
  • Project: ....................... Bostwick Park
  • Dam type: .................. Zoned Earthfill
  • Location:................. 20mi abv Jct w/Gunnison R
  • Watercourse: ............ Cimarron Creek
  • Reservoir: .................. Silver Jack
  • Construction Date: .. 1966-1971
  • National ID Number ... CO01693
  • Hydrologic Unit Code ...

Dimensions


Hydraulics

  • Normal Water Surface Elev: ............... 8925.6 ft
  • Hydraulic Height: .................................. 131.6 ft
  • Service Spillway Type:
  •    Uncontrolled  Crest   .................................Yes
  •    Morning-Glory ........................................... No
  •    Crest Length    ..........................................  NA
  •    Gated      ....................................................... No
  •    Capacity at Elev:  8931.6 ft,              6 ,280 cfs
  • Auxiliary Spillway ......................................... No
  •     Capacity at Elev.   .................................. 0 cfs
  • Outlet Works Capacity at
  •     Elevation  2826.0 ft.,  .......................... 280 cfs

Hydrology

  • Drainage Area: .................................  59.0 sq mi
  • Hydrometeorological Report(HMR): HMR 49
  • Flood Type: ................................Thunderstorm
  • Storm Duration: ....................................... 72 hrs
  • Probable Maximum Flood (PMF) Report:
  •   Peak Inflow: ..................................... 55,550 cfs
  •   Inflow Volume: .......................... 16,240 acre-ft
  •   Flow Duration: .................................. 20 hours
  •   PMF Routing MWS Elev.: ............. 8943.38 ft
  •   Initial Routing Elev: ........................ 8925.60 ft
  •   Study Date: ............................ December 1985


Power Generation


Narration

 


Geology

Silver Jack Dam is constructed on glacial till (Qwt) and alluvial stream deposits (Qal).  Approximately 20 feet of pervious alluvial gravel overlies at least 80 feet of relatively impervious glacial till.  The alluvial deposits blanket the valley bottom along Cimmaron Creek from approximate station 6+10 to 10+50.  The pervious alluvial gravel deposits were excavated from the cutoff trench, which is located roughly 150 feet upstream of the dam centerline and approximately 100 feet wide.  Alluvial gravel deposits remain beneath the dam upstream and downstream of the cutoff trench.  The alluvial material is crudely stratified and predominantly clean to silty, sandy gravel and was logged in the wells of the cutoff trench as "sandy gravel, cobbles and boulders".  These alluvial deposits also contain occasional thin layers of organic materials.  Laboratory analysis of a 30-pound sample of alluvium from the cutoff trench indicated .5 percent nonplastic fines, 22 percent sand, 74 percent gravel and 3.5 percent cobbles.  Isolated, small pockets or lenses of sand were noted on the maps of the cutoff trench walls in the alluvium.  The contact between alluvium and the glacial till was also mapped in the cutoff trench.  The underlying glacial till deposit consists predominantly of widely varying amounts of silt, gravel, cobbles and boulders and was described in the cutoff trench as "clayey to silty gravel and cobbles with blocks of shale and agglomerate".  Laboratory analyses of glacial till material from the cutoff trench indicate 20 percent fines (liquid limit 36, plasticity index 10), 43 percent sand and 37 percent gravel.  The large blocks of rock within the foundation glacial deposits have been attributed to old landslide activity.


Links

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 | Dams Located by State | USBR Colorado Dams | Upper Colorado Region Dams |

 | Owner:  Bureau of Reclamation, Western Colorado Area Office,
                   PO Box 60340, Grand Junction, CO 81506-0340, (970) 248-0690

 | Operator:  Bostwick Park Water Conservancy District,
                       400 South Third, Montrose, CO 81401, (970) 249-8707

 

 

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