General

• Region (Map) : ................ Upper Colorado
• State (Map) .....................  New Mexico
• County .............................. Colfax
• Project: ............................. Vermejo
• Dam type: ......................... Earthfill
• Location: ........................... 6 mi NE of Maxwell
• Watercourse: ................... Offstream Storage
• Reservoir: ......................... Stubblefield
• Construction Date: ...........1953-1954
• National ID Number ......... NM00124
• Hydrologic Unit Code .....

Dimensions

• Crest Elevation of Dam: .....................    6137.0  ft
• Structural Height of Dam: ...................      47.0  ft
• Crest Length: ......................................  10119.0  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: .............................. x.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ..........................Yes
•    Morning-Glory ..................................... No
•    Crest Length    .................................... 300 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  6129.2.0 ft.,  ... 150 cfs to canal
•                                                 300 cfs to wasteway

Hydrology

• Drainage Area: ........................................... sq mi
• Hydrometeorological Report (HMR)     HMR x
• 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: xx 19