General

• Region (Map) : .................. Upper Colorado
• State (Map) ........................ Utah
• County ............................... Weber
• Project: ................................ Ogden River
• Dam type: ........................... Earthfill
• Location: ............................ 5 mi E of Ogden
• Watercourse: ..................... Ogden River
• Reservoir: ........................... Pineview
• Construction Date: ..........  1934-1937
• National ID Number ......... UT10132
• Hydrologic Unit Code ....

Dimensions

• Crest Elevation of Dam: ................     4908.0  ft
• Structural Height of Dam: ..............      137.0  ft
• Crest Length: ...................................      600.0  ft
• Top of Joint Use: .....................................   x.0 ft
• Top of Active Conservation: ...........  4900.0 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: ............... 4900.0 ft
• Hydraulic Height: ....................................... 95 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ................................Yes
•    Morning-Glory ........................................... No
•    Crest Length    ...................................... 24.0 ft
•    Gated      ...................................................... No
•    Capacity at Elev:  4902  ft,              10,000 cfs
• Auxiliary Spillway ......................................... No
•     Capacity at Elev.   .................................. 0 cfs
• Outlet Works Capacity at
•     Elevation  4902 ft.,  ........................... 2300 cfs

Hydrology

• Drainage Area: ................................. 298.0 sq mi
• Hydrometeorological Report   HMR xx
• 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