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WSPC06655
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Last modified
1/26/2010 12:07:06 PM
Creation date
10/9/2006 6:00:27 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8541
Description
San Luis Valley Project
State
CO
Basin
Rio Grande
Water Division
3
Date
9/10/1969
Author
F Victor Schmidt
Title
San Luis Valley Project Closed Basin Drain - 1966-1969 - Memo: Closed Basin Division, San Luis Valley Project, Colorado - Bureau of Sport Fisheries and Wildlife Report
Water Supply Pro - Doc Type
Report/Study
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<br /> <br />.Q02~53 <br /> <br />. <br /> <br />. <br /> <br />11 <br /> <br />Several intermittent streams enter the proposed refuge from the <br />north and west. The eastern one-half of the area contains a large <br />number of small lakes and potholes which receive water from surface <br />and subsurface runoff, but during summer the water levels drop and <br />the potholes dry up before water reappears in the fall when the <br />water table again rises. These lands would be developed by improve- <br />ment of natural features to provide about 5,000 acres of shallow <br />ponds and marshes by construction of about 48 mi les of dikes by the <br />contour-dike method which would facilitate efficient water management. <br />Twenty-one miles of ditches would be needed to convey water from one <br />marsh development to another and to provide proper management of <br />water throughout the refuge. <br /> <br />In order to improve this area so that it can replace other habitat <br />that would be destroyed, refuge management would be directed toward <br />providing shallow impoundments interspersed with islands and channels. <br />In early spring, on or before April 1, about 5,000 surface acres of <br />marshes and ponds would be required. During May, June, and July, <br />lands would be irrigated and approximately 3,000 acres of ponds and <br />marshes would remain after that time until freezeup, normally about <br />November 30, each year. <br /> <br />Proper operation of the refuge requires a controllable water supply. <br />As the inflow is rather erratic, the water supply should be obtained <br />from project wells in an amount equivalent to that which would be <br />obtained from the surface source. It is understood that this would <br />require some additional channelization in the refuge area and some <br />relocation of the well system in Stage 5. It is also recognized that <br />the quality of the inflow is inferior to that from the well field. <br />However, it is believed these items are of minor importance. Water <br />requirements would average 12,500 acre-feet annually of which 8,000 <br />acre-feet would be consumptive use. Should natural runoff not equal <br />8,000 acre-feet in a given year, the deficit would be repaid during <br />years of high runoff. There would be no use made of runoff down <br />Saguache Creek proper as this channel would be used as a management <br />feature with the runoff water entering it going on through the refuge <br />proper. <br /> <br />Refuge lands, particularly buffer zones, would be developed to their <br />maximum production for upland game, shorebirds, and fur animals. <br />This would be accomplished in part through controlled grazing. Ob- <br />noxious plant growth existing on or invading the area would be con- <br />trolled by mechanical or chemical means. <br />
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