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 Vermejo Project 
 Engineering Data

Vermejo Project  -  Main Page

Facilities in Operation

Storage Dams1

3      

Diversion Dams

1      

Canals

25 mi  

Laterals

65 mi  

Drains

9 mi  

    1 Does not include Reservoirs 12 and 14, whose capacities are unknown.


Storage Facilities

Diversion Facilities

Vermejo Diversion Dam

Type

Concrete slab and buttress weir, embankment wing.

Location

On the Vermejo River, about 4 miles southeast of Dawson, New Mexico.

Year Completed

1910. Reconstructed by Bureau of Reclamation in 1955.  

Dimensions:

 

   Structural height

17 ft  

   Hydraulic height

5 ft  

   Weir crest length

300 ft  

   Total crest length

1,021 ft  

   Elevation

6,182.9 ft  

   Volume

4,400 yd3  

Headworks:

Concrete, four 3 ft by 4 ft and five 4 ft by 7 ft cast iron slide gates.

   Diversion capacity

600 cfs  


Carriage Facilities

Vermejo Canal

Location

From the Vermejo River about 12 miles northwest of Maxwell, New Mexico, generally southeast about 5 miles to Stubblefield Reservoir, then northeast about 4 miles.

Construction period

Privately constructed. Portions of canal enlarged and some new construction by Reclamation in 1954-1955.

Length

9.5 mi  

Diversion capacity

600 cfs  

Typical section in earth:

 

   Bottom width

30 ft  

   Side slopes

1.5:1  

   Water depth

5.67 ft  


Eagle Tail Canal

Location

From heading on Chico Rico Creek about 13 miles northeast of Maxwell, New Mexico, generally southwest to irrigated area.

Construction period

Privately constructed. Rehabilitated by Reclamation in 1954-1955.

Length

15.5 mi  

Diversion capacity

300 cfs  

Typical section in earth:

 

   Bottom width

18 ft  

   Side slopes

1.5:1  

   Water depth

4.31 ft  

 

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