General

• Vicinity Map
• Region (Map) ................ Upper Colorado
• State (Map) .......................... New Mexico
• County ............................................. Sierra
• Project ..................................... Rio Grande
• Dam type ...................................... Earthfill
• Location ............. 1mi W of Caballo Dam
• Watercourse .......................... Rio Grande
• Reservoir .......................................... None
• Construction Date ............................ 1939
• National ID Number ................ NM82927
• Hydrologic Unit Code .................

Dimensions

• Crest Elevation of Dam ................ 4200.0 ft
• Structural Height of Dam ................. 29.0 ft
• Crest Length .................................. 2489.0 ft
• Top of Joint Use .................................... NA
• Top of Active Conservation ................ NA
• Top of Inactive Conservation ............. NA
• Spillway Crest ........................................ NA
• Top of Dead Storage ............................ NA
• Streambed at Dam Axis ......................... NA

Hydraulics

• Normal Water Surface Elev: ........................ NA
• Hydraulic Height: ..................................... 19.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    .................................NA
•    Morning-Glory ........................................... NA
•    Crest Length    ............................................ NA
•    Gated      ...................................................... NA
•    Capacity at Elev: ........................................ NA
• Auxiliary Spillway ......................................... NA
•     Capacity at Elev.   ..................................... NA
• Outlet Works Capacity at
•     Elevation   .................................................. NA

Hydrology

• Drainage Area: ............................................. NA
• Hydrometeorological Report             HMR NA
• Flood Type: .................................................. NA
• Storm Duration: ...........................................  NA
• Probable Maximum Flood (PMF) Report:
•   Peak Inflow: ...............................................  NA
•   Inflow Volume: ..........................................  NA
•   Flow Duration: ............................................ NA
•   PMF Routing MWS Elev.: ........................ NA
•   Initial Routing Elev: ................................... NA
•   Study Date: ................................................. NA