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WSP04737
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Last modified
1/26/2010 2:15:24 PM
Creation date
10/12/2006 12:34:34 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.114.A
Description
Dolores Participating Project
State
CO
Basin
San Juan/Dolores
Water Division
7
Date
4/21/1989
Author
USDOI-BOR
Title
Dolores Project - Spring 1989
Water Supply Pro - Doc Type
Project Overview
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<br />acre-feet of dead storage. The water surface area will total 4,470 acres at <br />the top of the active capacity at an elevation of 6924.0 feet. The reservoir <br />will extend approximately 10 miles up the Dolores River, 4 miles up Beaver <br />Creek, 1 mile up Dry Creek, 2 miles up House Creek, and 2 miles up Sage Hen <br />Flats to Great Cut Dike. <br /> <br />Accumulated sediments are expected to occupy a total volume of 11,000 <br />acre-feet in 100 years, with about 2,800 acre-feet in the active pool. <br /> <br />DAWSON DRAW DAM AND RESERVOIR <br /> <br />Dawson Draw Dam, to be constructed on Dawson Draw about 9 miles north of <br />Cortez, will be an earth, sand, gravel, and rock structure with a volume of <br />106,000 cubic yards of material. At a crest elevation of 6556.0 feet, the <br />dam will be 56 feet high, 1,085 feet long, and 30 feet wide. Dawson Draw <br />Reservoir will provide habitat for fish, waterfowl, and other wildlife. and <br />will have a total capacity of 3,310 acre-feet. A surcharge capacity of 2,360 <br />acre-feet will be provided to store floodf1ows temporarily until they can be <br />discharged over the spillway. Sediments would occupy a volume of 480 <br />acre-feet after 100 years. <br /> <br />GREAT CUT PUMPING PLANT <br /> <br />Great Cut Pumping Plant at Great Cut Dike houses 14 vertical, mixed-flow <br />pumping units. Eight of the pumps are multistage and lift water from the <br />reservoir through a discharge line into the Dove Creek Canal. The 6 <br />remaining pumps lift water through a discharge line into the "u" Lateral <br />when the reservoir water surface is too low for gravity releases. The annual <br />energy requirement for the Dove Creek Canal pumps is estimated to average <br />4,300,000 kilowatt-hours, with the "u" Lateral pumps averaging 99,000 <br />kilowatt-hours per year. <br /> <br />PUMPING PLANTS AND LATERALS <br /> <br />Five pumping plants, including three along the Dove Creek Canal and twc along <br />the South Canal, will provide water to seven pipe lateral systems for <br />sprinkler irrigation. Approximately 82 miles of pressurized pipe laterals <br />will deliver over 48,000 acre-feet of water each year to farms in Montezuma <br />and Dolores counties. The average annual energy requirement for operating <br />the pumping plants is estimated to be approximately 11,950,000 <br />kilowatt-hours. <br /> <br />DOVE CREEK CANAL <br /> <br />The Dove Creek Canal begins at the end of the pump discharge line at Great <br />Cut Pumping Plant and extends northwest 32.8 miles. It has an initial <br />capacity of 380 cubic feet per second and a terminal capacity of 46 cubic <br />feet per second. It includes turnouts to the South Canal and to three <br />pumping plants and four lateral systems. <br /> <br />2 <br />
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