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WSP04624
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Last modified
1/26/2010 2:14:54 PM
Creation date
10/12/2006 12:29:00 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.145.A
Description
La Plata Project (New Mexico)
Basin
San Juan/Dolores
Date
4/1/1944
Author
USDOI/BOR
Title
La Plata Project: Colorado-New Mexico - Project Investigations Report No. 32-A
Water Supply Pro - Doc Type
Report/Study
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<br />c.o <br />0': <br />i;."T: <br />- <br /> <br />PRClT.ECT WORKS <br /> <br />..- <br />'- <br /> <br />Long Hollow Dam and Roservoir <br /> <br />Long Hollow Rosorvoir would bo formed by the construction of an <br />oarth-fill dam, 142 foot high above tho streambed, across Long Hollow <br />at a site 3 milos southoast of Fort Lewis, Colorado. (See drawing <br />56-D-452). An auxiliary dike about 3,000 feot long would be required <br />in a saddlo to the east of tho dam. Tho drainago area tributary to <br />Long Hollow Reservoir site is vory small; consequently, a spillway <br />consisting of an unlinod cut in shale, 100 foot wido with a capacity <br />of 400 second-foot would bo adequato. <br /> <br />The capacity of the rosorvoir would bo 14,000 acre-feet, with <br />normal water lovel at elovation 7410. Dead storage of 2,000 acre-feet <br />would leave 12,000 acre-feet for irrigation purposos. Roservoir rights- <br />of-way, including miscellanoous improvements to be flooded, and the <br />rolocation of a short soction of road and a pipoline, are ostimated to <br />cost about $40,000. <br /> <br />Canals <br /> <br />A feeder canal of 400 socond-foot capacity would divert water <br />from La Plata River near Fort Lewis and extond 4 miles southeast to <br />the west branch of Long Hollow. The canal would be in earth section <br />of moderato cross slopo, and could be constructed without difficulty. <br /> <br />An outlet canal of l20 second-foot capacity, with water surface <br />at olevation 7350, would extond from the rosorvoir in a westerly <br />direction for a distance of 9 miles to La Plata River. Beyond La Plata <br />River the outlot canal, roduced to a capacity of 20 second-feet, would <br />run in a northwestorly direction for about 4 miles to Rattlesnake Gulch. <br />The greater part of this canal would bo in earth section and loose rock <br />having an average cross slope of 20 percent. About 300 feet of con- <br />crete bench flume would bo required. <br /> <br />Existing lateral systems are adequate for the distribution of <br />water to the farms in tho Colorado division. <br /> <br />State Line Dam and Reservoir <br /> <br />State Line Reservoir would be formed by a dam across La Plata <br />River in New Mexico, one mile below the Colorado-New Mexico atate Line. <br />The reservoir would extend over two miles upstream. While the total <br />capacity would be 32,000 acre-feet, only l2,OOO acre-feet would be <br />available for irrigation purposes; 5,000 acre-feet are assigned to <br />silt control and 15,000 acre-feet to flood control. <br /> <br />The dam would be <br />above the streambed. <br />spillway on the right <br />20,000 second-feet. <br /> <br />an earth fill with a maximum height of 122 feet <br />(See drawing No. 56-D-l,2il). An uncontrolled <br />abutment is designed to pass a maximum flow of <br /> <br />29 <br />
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