General

• Region (Map) : .................. Upper Colorado
• State (Map) .......................  Utah
• County ............................... Wasatch
• Project: ............................... CUP - Bonneville Unit
• Dam type: .......................... Earthfill
• Location: ........................... 14 mi NW of Fruitland
• Watercourse: .................... Currant Creek
• Reservoir: .......................... Currant Creek
• Construction Date: ...........1974-1975
• National ID Number ......... UT10149
• Hydrologic Unit Code ....

Dimensions

• Crest Elevation of Dam: ...................... 7692.0 ft
• Structural Height of Dam: ....................  130.0 ft
• Crest Length: ........................................ 1600.0 ft
• Top of Joint Use: ..................................         NA
• Top of Active Conservation: ............. 7678.0 ft
• Top of Inactive Conservation: ........... 7674.0 ft
• Spillway Crest: ...................................... 7678.0 ft
• Top of Dead Storage: .......................... 7575.0 ft
• Streambed at Dam Axis: ..................... 7559.0 ft

Hydraulics

• Normal Water Surface Elev: ................7678.0 ft
• Hydraulic Height: ..................................        NA
• Service Spillway Type:
•    Uncontrolled  Crest    ................................Yes
•    Morning-Glory ........................................... No
•    Crest Length    ......................................    20 ft
•    Gated      ...................................................... No
•    Capacity at Elev:  7683.2 ft,                   50 cfs
• Auxiliary Spillway ......................................... No
•     Capacity at Elev.   .................................. 0 cfs
• Outlet Works Capacity at
•     Elevation  7678.0 ft.,  ....................... 5,540 cfs 

Hydrology

• Drainage Area: .................................. 47.1 sq mi
• Hydrometeorological Report              HMR  49
• Flood Type: ...... Spring rain on Snow General
• Storm Duration: ....................................... 72 hrs
• Probable Maximum Flood (PMF) Report:
•   Peak Inflow: ..................................... 12,900 cfs
•   Inflow Volume: .......................... 26,000 acre-ft
•   Flow Duration: .................................... 15 days
•   PMF Routing MWS Elev.: .........................NA
•   Initial Routing Elev: ........................... 7678.0 ft
•   Study Date: ................................... March 1969