General

• Region (Map) : .................. Upper Colorado
• State (Map) ........................ Utah
• County ............................... Uintah
• Project: ............................... CUP-Vernal Unit
• Dam type: ........................... Earthfill
• Location: ............................ 3.5 mi N of Vernal
• Watercourse: ..................... Offstream
• Reservoir: ........................... Steinaker
• Construction Date: ..........  1959-1962
• National ID Number ......... UT10113
• Hydrologic Unit Code ....

Dimensions

• Crest Elevation of Dam: ..................    5527.0  ft
• Structural Height of Dam: ..................    162.0 ft
• Crest Length: .......................................  1997.0 ft
• Top of Joint Use: ..................................   x.0 ft
• Top of Active Conservation: ..............  x.0  ft
• Top of Inactive Conservation: ............  x.0  ft
• Spillway Crest: .......................................  x.0  ft
• Top of Dead Storage: ...........................  x.0  ft
• Streambed at Dam Axis : ......................  x.0  ft

Hydraulics

• Normal Water Surface Elev: ............. ft
• Hydraulic Height: .............................. 138.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ..........................Yes
•    Morning-Glory ..................................... No
•    Crest Length    .................................... xx ft
•    Gated      ................................................ No
•    Capacity at Elev:  xxxx.0  ft,         x,xxx cfs
• Auxiliary Spillway .................................. No
•     Capacity at Elev.   ........................... 0 cfs 
• Outlet Works Capacity at
•     Elevation  xxxx.0 ft.,  ................. x,xxx cfs

Hydrology

• Drainage Area: .................................  19.0 sq mi
• Hydrometeorological Report             HMR x
• Flood Type: ............................... General
• Storm Duration: .......................................  hrs
• Probable Maximum Flood (PMF) Report:
•   Peak Inflow: ..................................  cfs
•   Inflow Volume: ........................  acre-ft
•   Flow Duration: ......................................0 days
•   PMF Routing MWS Elev.: ................. x.0 ft
•   Initial Routing Elev: ............................ x.0 ft
•   Study Date: xx 19