General

• Region (Map) : .................. Upper Colorado
• State (Map) .......................  Utah
• County ...............................
• Project: ............................... Strawberry Valley
• Dam type: .......................... Earthfill
• Location: ........................... 29mi SE Provo, UT
• Watercourse: .................... Strawberry River
• Reservoir: .......................... Strawberry
• Construction Date: .........  1908-1913
• National ID Number .......
• Hydrologic Unit Code ....

Hydraulics

• Normal Water Surface Elev: ............. ft
• Hydraulic Height: .............................. 60 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ..........................Yes
•    Morning-Glory ..................................... No
•    Crest Length    .................................... 66 ft
•    Gated      ................................................ No
•    Capacity at Elev:  7560  ft,         425 cfs
• Auxiliary Spillway .................................. No
•     Capacity at Elev.   ........................... 0 cfs 
• Outlet Works Capacity at
•     Elevation  xxxx.0 ft.,  ................. 600 cfs

Dimensions

• Crest Elevation of Dam: .....................    7558  ft
• Structural Height of Dam: ...................       72  ft
• Crest Length: .........................................    490  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

Hydrology

• Drainage Area: ........................................... sq mi
• Hydrometeorological Report (HMR)     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