General

• Region (Map) : ................... Great Plains
• State (Map) .....................     Montana
• County .............................    Hill
• Project: ............................     Milk River
• Dam type: ........................... Earthfill
• Location: ............................ 14 miles W of Havre
• Watercourse: ..................... Milk River
• Reservoir: ........................... Fresno
• Construction Date: ............1937-1939
• National ID Number .......... MT00570
• Hydrologic Unit Code .......

Dimensions

• Crest Elevation of Dam: .................   2,596.10 ft
• Structural Height of Dam: ....................  110.0 ft
• Crest Length: ....................................  2,070.00 ft
• Top of Joint Use: .............................. 2,575.00 ft
• Top of Active Conservation: .......... 2,567.00 ft
• Top of Inactive Conservation: ................. N/A
• Spillway Crest: ..................................   2,575.0 ft
• Top of Dead Storage: ....................... 2,530.00 ft
• Streambed at Dam Axis : .................. 2,518.00 ft

Hydraulics

• Normal Water Surface Elev: ..................2,575 ft
• Hydraulic Height: .................................... 78.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ................................Yes
•    Morning-Glory ........................................... No
•    Crest Length    ................................. 2,070.0 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.,  ........................ 2,180 cfs

Hydrology

• Drainage Area: ................................. 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: