General

• Region (Map) : .................. Great Plains
• State (Map) ........................ Nebraska
• County ................................ Sherman
• Project: ................................ PSMBP-Farwell
• Dam type: ........................... Earthfill
• Location: ............................ 5 mi NE of Loup City
• Watercourse: ..................... Oak Creek
• Reservoir: ........................... Sherman
• Construction Date: ........... 1959-1962
• National ID Number ......... NE01077
• Hydrologic Unit Code .....

Dimensions

• Crest Elevation of Dam: ...................... 2178.0 ft
• Structural Height of Dam: ..................... 134.0 ft
• Crest Length: ........................................ 4450.0 ft
• Top of Joint Use: .......................................... NA
• Top of Active Conservation: ............. 2162.3 ft
• Top of Inactive Conservation: ........... 2129.0 ft
• Spillway Crest: ...................................... 2162.3 ft
• Top of Dead Storage: .......................... 2118.5 ft
• Streambed at Dam Axis : ..................... 2080.0 ft

Hydraulics

• Normal Water Surface Elev: ............... 2170.0 ft
• Hydraulic Height: .................................... 90.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ............................... Yes
•    Morning-Glory ............................................ No
•    Crest Length    .......................................... 30 ft
•    Gated      ....................................................... No
•    Capacity at Elev:  2169.7 ft,.............. 1,095 cfs
• Auxiliary Spillway ......................................... No
•     Capacity at Elev.   .................................... NA
• Outlet Works Capacity at
•     Elevation   ft.,  .................................... 960 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