General

• Region (Map) : .................. Lower Colorado
• State (Map) .......................  California
• County ............................... Imperial
• Project: ................... Front Work & Levee System
• Dam type: ........................... Earthfill
• Location: ............................ On Senator Wash
• Watercourse: ..................... Senator Wash
• Reservoir: ........................... Senator Wash
• Construction Date: ............1966
• National ID Number .......... CA10185
• Hydrologic Unit Code .....

Dimensions

• Crest Elevation of Dam: ..........................   x.0 ft
• Structural Height of Dam: ......................  94.0 ft
• Crest Length: ........................................ 2342.0 ft
• Top of Joint Use: ........................................ x.0 ft
• Top of Active Conservation: ................... x.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: ........................... ft
• Hydraulic Height: .................................... 84.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ................................Yes
•    Morning-Glory ........................................... No
•    Crest Length    .................................... 208.0 ft
•    Gated      ...................................................... No
•    Capacity at Elev:  xxxx.0  ft,                1730 cfs
• Auxiliary Spillway ......................................... No
•     Capacity at Elev.   .................................. 0 cfs
• Outlet Works Capacity at
•     Elevation  xxxx.0 ft.,  ......................... x,xxx cfs

Hydrology

• Drainage Area: ................................. 21.0 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: