General

• Region (Map) : .................. Upper Colorado
• State (Map) .......................  Utah
• County ................................ Duschene
• Project: ................................ Moon Lake
• Dam type: ........................... Earthfill
• Location: ............................ 12mi E Duchesne
• Watercourse:...................... Offstream
• Reservoir: ........................... Lake Bonham
• Construction Date: ..........  1935-1937
• National ID Number ........
• Hydrologic Unit Code ....

Dimensions

• Crest Elevation of Dam: .....................    5268  ft
• Structural Height of Dam: ...................       54  ft
• Crest Length: ........................................     663  ft
• Top of Joint Use: ......................................   x.0 ft
• Top of Active Conservation: ...........  5222.5  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: .............. 5222.5 ft
• Hydraulic Height: ................................... 42.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ................................Yes
•    Morning-Glory ............................................ No
•    Crest Length    ........................................... xx 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.,  ............................. 80 cfs

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