General

• Region (Map) : .................. Upper Colorado
• State (Map) .......................  Utah
• County ..............................  Duchesne
• Project: ............................... CUP - Bonneville Unit
• Dam type: ........................... Earthfill
• Location: ............................ 3mi NW of Duchesne
• Watercourse: ...................   Strawberry River
• Reservoir: ..........................  Starvation Lake
• Construction Date: ........... 1970
• National ID Number ......... UT20015
• Hydrologic Unit Code .....

Dimensions

• Crest Elevation of Dam: ..................    5725.0 ft
• Structural Height of Dam: ..................   210.0 ft
• Crest Length: ..................................      3070.0 ft
• Top of Joint Use: ....................................... x.0 ft
• Top of Active Conservation: ...........  5712.0 ft
• Top of Inactive Conservation: .........  5624.8 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: ............... 5712.0 ft
• Hydraulic Height: .................................. 155.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ................................Yes
•    Morning-Glory ........................................... No
•    Crest Length    ..................................... 300.0 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: ................................. 1055 sq mi
• Hydrometeorological Report                HMR xx
• Flood Type: ............................................General
• Storm Duration: ...........................................  hrs
• Probable Maximum Flood (PMF) Report:
•   Peak Inflow: ...................................   29,600 cfs
•   Inflow Volume: ........................ 113,000 acre-ft
•   Flow Duration: .................................... 15 days
•   PMF Routing MWS Elev.: ..................... x.0 ft
•   Initial Routing Elev: ................................ x.0 ft
•   Study Date: