General

• Region (Map) : .................. Great Plains
• State (Map) ....................... Montana
• County ............................... Glacier
• Project: ............................... Milk River
• Dam type: .......................... Earthfill
• Location: ........................... 6 mi W. Babb
• Watercourse: .................... Swiftcurrent Creek
• Reservoir: .......................... Lake Sherburne
• Construction Date: .........  1914-1921
• National ID Number ........ MT00572
• Hydrologic Unit Code ...

Dimensions

• Crest Elevation of Dam: .................    4,801.8 ft
• Structural Height of Dam: ................       94.0 ft
• Crest Length: .....................................  1,086.0 ft
• Top of Joint Use: .....................................   x.0 ft
• Top of Active Conservation: ..........  4,788.0 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: ................. 4788 ft
• Hydraulic Height: ..................................     86 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ...............................Yes
•    Morning-Glory .......................................... No
•    Crest Length    .............................................  ft
•    Gated      ...................................................... No
•    Capacity at Elev:   ft,                          x,xxx cfs
• Auxiliary Spillway ........................................ No
•     Capacity at Elev.   ...................................  cfs
• Outlet Works Capacity at
•     Elevation  4,788 ft.,  ........................ 2,100 cfs

Hydrology

• Drainage Area: ........................................... sq mi
• Hydrometeorological Report                 HMR xx
• Flood Type: ............................................ General
• Storm Duration: ............................................  hrs
• Probable Maximum Flood (PMF) Report:
•   Peak Inflow: .....................................  32,777 cfs
•   Inflow Volume: .....................       69,000 acre-ft
•   Flow Duration: ........................................5 days
•   PMF Routing MWS Elev.: ...................... x.0 ft
•   Initial Routing Elev: ................................. x.0 ft
•   Study Date: ............................. December 1972