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 Collbran Project 
 Engineering Data

Collbran Project  -  Main Page

Facilities in Operation

Storage Dams

161      

Diversion Dams

3      

Canals

37 mi  

Power Plants

2      

Pipelines and Penstocks

18 mi  

    1 Includes main storage dam, Vega, and 15 privately-owned dams.


Storage Facilities

Diversion Facilities

East Fork Diversion Dam

Type

Concrete weir with embankment wings

Location

East Fork of Big Creek

Year Completed

1962  

Dimensions:

 

   Height above streambed

8 ft  

   Weir crest length

29 ft  

   Total crest length

120 ft  

   Weir crest elevation

9,863.2 ft  

   Volume, concrete

144 yd3  

Sluiceway:

6-ft square radial gate

Headworks:

3-ft square slide gate

   Diversion capacity

30 cfs  


Leon Creek Diversion Dam

Type

Concrete Ogee

Location

On Leon Creek about 8 miles east of Collbran, Colorado

Year Completed

1960  

Dimensions:

 

   Height above streambed

10 ft  

   Weir crest length

51 ft  

   Total crest length

230 ft  

   Weir crest elevation

8,026.0 ft  

   Volume, concrete

2,000 yd3  

   Overflow weir capacity

2,000 cfs  

Headworks:

Concrete with three 5-ft-square control gates.

   Diversion capacity

350 cfs  


Park Creek Diversion Dam

Type

Concrete Ogee

Location

On Park Creek about 8 miles east of Collbran, Colorado

Year Completed

1960  

Dimensions:

 

   Height above streambed

8 ft  

   Weir crest length

16 ft  

   Total crest length

140 ft  

   Weir crest elevation

8,020.2 ft  

   Volume, concrete

1,000 yd3  

   Overflow weir capacity

700 cfs  

Headworks:

Concrete with three 4-ft-square control gates.

   Diversion capacity

150 cfs  


Carriage Facilities

Leon-Park Feeder Canal

Location

From Leon Creek Diversion Dam to Park Creek and from Park Creek Diversion to Vega Reservoir.

Construction period

1960-1961  

Length

2.7 mi  

Diversion capacity

350 cfs  

Typical section, unlined:

   Bottom width

16 ft  

   Side slopes

1.5:1  

   Water depth

5.8 ft  


Southside Canal

Location

From Vega Dam westerly to a point on Mesa Creek 3.25 miles south of Mesa, Colorado.

Construction period

1959-1960  

Length

32.8 mi  

Diversion capacity

240 cfs  

Typical section, unlined:

   Bottom width

16 ft  

   Side slopes

1.5:1  

  Water depth

4.4 ft  


Southside Tunnel

Location

In the divide between Salt and Tea Creeks on alignment of Southside Canal.

Construction period

1958-1960  

Length

2,389 ft  

Diversion capacity

240 cfs  

Cross section:

Horseshoe

   Height

6.25 ft  

   Width

6.25 ft  

   Lining thickness:

Concrete,   3.5-7 in  


East Fork Feeder Canal

Location

From East Fork westerly to Bonham Reservoir.

Construction period

1961-1962  

Length

1.3 mi  

Diversion capacity

35 cfs  

Typical section, unlined:

 

   Bottom width

4 ft  

   Side slopes

1.5:1  

   Water depth

2.4 ft  


Bonham-Cottonwood Pipeline

Type

Pretensioned reinforced concrete pressure pipe

Location

From Bonham Reservoir northwest and from Cottonwood Reservoirs No. 1, 2, 4, and 5, and Decamp, Kitson, Little Meadows, and Big Meadows Reservoirs north to a junction with Upper Molina penstock.

Construction period

  1959-1962   

Bonham section:

 

   Maximum capacity

50 cfs  

   Length

5.4 mi   

   Diameter

 

      Minimun inside

31 in  

      Maximum inside

36 in  

Cottonwood section:

 

   Maximum capacity

28.3 cfs  

   Length

4.2 mi  

   Diameter

 

      Minimum inside

18 in  

      Maximum inside

36 in  


Upper Molina Penstock

Type

Steel plate

Location

From Bonham-Cottonwood pipeline northwest to Upper Molina Powerplant, southwest of Collbran, Colorado.

Construction period

1959-1961  

Diameter

36 in  

Length

4 mi  

Capacity

50 cfs  


Lower Molina Penstock

Type

Steel plate

Location

From Upper Molina Powerplant to Lower Molina Powerplant, southwest of Collbran, Colorado.

Construction period

1959-1961  

Diameter

36 in  

Length

4.7 mi  

Capacity

50 cfs  


Power Facilities

 

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