General

• Region (Map) : ..................... Great Plains
• State (Map) ........................... Wyoming
• County ................................... Platte
• Project: ................................... North Platte
• Dam type: .............................. Earthfill
• Location: ..................... 25 mi below Glendo Dam
• Watercourse: ........................ North Platte River
• Reservoir: ............................... Guernsey
• Construction Date: ...............1925-1927
• National ID Number ............. WY01293
• Hydrologic Unit Code .......

Dimensions

• Crest Elevation of Dam: ......................  4430.0 ft
• Structural Height of Dam: ......................   135 ft
• Crest Length: ..........................................    560 ft
• Top of Joint Use: ....................................... x.0 ft
• Top of Active Conservation: ...............4,420 ft
• Top of Inactive Conservation: .............4,370 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: ................. 4420 ft
• Hydraulic Height: ....................................     92 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ................................Yes
•    Morning-Glory ........................................... No
•    Crest Length    .......................................... xx ft
•    Gated      ....................................................... No
•    Capacity at Elev:  4420  ft,              52,000 cfs
• Auxiliary Spillway ......................................... No
•     Capacity at Elev.   .................................. 0 cfs
• Outlet Works Capacity at
•     Elevation  xxxx.0 ft.,  ......................... x,xxx cfs

Hydrology

• Drainage Area: ................................. 2,145 sq mi
• Hydrometeorological Report      HMR
• 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: