General

• Region (Map) : .................. Upper Colorado
• State (Map) ........................ New Mexico
• County ................................ Dona Ana
• Project: ................................ Rio Grande
• Dam type: ........................... Earthfill
• Location: ............................. 6 mi from Fair Acres
• Watercourse: ..................... N Picacho Arroyo
• Reservoir: ........................... Picacho North
• Construction Date: ........... 1954
• National ID Number ..........
• Hydrologic Unit Code ......

Dimensions

• Crest Elevation of Dam: .................    3942.0  ft
• Structural Height of Dam: ...............       41.0  ft
• Crest Length: .....................................  1610.0  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: .................................... 38.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ................................Yes
•    Morning-Glory ........................................... No
•    Crest Length    .................................... 200.0 ft
•    Gated      ...................................................... No
•    Capacity at Elev:  .................................... 0 cfs
• Auxiliary Spillway ......................................... No
•     Capacity at Elev.   .................................. 0 cfs
• Outlet Works Capacity at
•     Elevation    .............................................. 0 cfs

Hydrology

• Drainage Area: .................................. 11.0 sq mi
• Hydrometeorological Report                HMR xx
• Flood Type: ................. General Thunderstorm
• 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