General

• Region (Map) : .................. Pacific Northwest
• State (Map) .......................  Oregon
• County ................................ Baker
• Project: ............................... Baker
• Dam type: .......................... Earthfill
• Location: ............................17 miles from Baker
• Watercourse: .................... Powder River
• Reservoir: .......................... Phillips Lake
• Construction Date: ...........1965-1968
• National ID Number ......... OR00577
• Hydrologic Unit Code .....

Dimensions

• Crest Elevation of Dam: ......................4082 .0 ft
• Structural Height of Dam: ...................   173.0 ft
• Crest Length: ........................................   895.0 ft
• Top of Joint Use: ........................................ x.0 ft
• Top of Active Conservation: ............. 4070.5 ft
• Top of Inactive Conservation: ........... 4070.5 ft
• Spillway Crest: ...................................... 4070.5 ft
• Top of Dead Storage: ................................ x.0 ft
• Streambed at Dam Axis : ........................... x.0 ft

Hydraulics

• Normal Water Surface Elev: ................4070.5 ft
• Hydraulic Height: .................................. 159.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ................................Yes
•    Morning-Glory ........................................... No
•    Crest Length    ...................................... 20.0 ft
•    Gated      ...................................................... No
•    Capacity at Elev:  4070.5  ft,             1,210 cfs
• Auxiliary Spillway ........................................ No
•     Capacity at Elev.   .................................. 0 cfs
• Outlet Works Capacity at
•     Elevation  4070.5 ft.,  ......................    895 cfs

Hydrology

• Drainage Area: ................................. 170 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: