General

• Region (Map) : .................. Upper Colorado
• State (Map) .......................  Utah
• County ................................ Emery
• Project: ................................ Emery County
• Dam type: ........................... Earthfill
• Location: ............................ On Seely Creek
• Watercourse: ..................... Seely Creek
• Reservoir: ........................... Joes Valley
• Construction Date: ........... 19xx-1966
• National ID Number ......... UT10124
• Hydrologic Unit Code .....

Dimensions

• Crest Elevation of Dam: ......................   7004 ft
• Structural Height of Dam: ....................    192 ft
• Crest Length: .....................................        750 ft
• Top of Joint Use: ...................................... x.0 ft
• Top of Active Conservation: ............ 6989.7 ft
• Top of Inactive Conservation: .......... 6908.9 ft
• Spillway Crest: ........................................... x.0 ft
• Top of Dead Storage: ......................    6866.5 ft
• Streambed at Dam Axis : .................    6817.0 ft

Hydraulics

• Normal Water Surface Elev: ................ 6989.7 ft
• Hydraulic Height: .....................................  187 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ................................Yes
•    Morning-Glory ........................................... No
•    Crest Length    ...................................... 76.0 ft
•    Gated      ....................................................... No
•    Capacity at Elev:  6998 ft,                5,000 cfs
• Auxiliary Spillway ......................................... No
•     Capacity at Elev.   .................................. 0 cfs
• Outlet Works Capacity at
•     Elevation  6989.7 ft.,  .......................... 385 cfs  

Hydrology

• Drainage Area: ................................... 135 sq mi
• Hydrometeorological Report               HMR 49
• Flood Type: ............................................General
• Storm Duration: ........................................  7 hrs
• Probable Maximum Flood (PMF) Report:
•   Peak Inflow: ..................................  133,160 cfs
•   Inflow Volume: .....................................  acre-ft
•   Flow Duration: .......................................0 days
•   PMF Routing MWS Elev.: ...................... x.0 ft
•   Initial Routing Elev: ................................. x.0 ft
•   Study Date: ................................................ 1992