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Last modified
1/26/2010 2:20:54 PM
Creation date
10/12/2006 1:24:23 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8149.100
Description
Miscellaneous Small Projects and Project Studies - NRCS-Ft Lyon Canal Co Limestone Graveyard Creeks
State
CO
Basin
Arkansas
Water Division
2
Date
2/1/1994
Author
Gronning Engineering
Title
Ft Lyon Canal Company Water Transfer Alternatives Study Final Report
Water Supply Pro - Doc Type
Report/Study
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<br />1833 <br /> <br />non-Project water might be spilled from an if-and-whlln storage account in Pueblo Re6ervoir in a <br />wetyear if the space were needed by the USBR to; store yields of native water rights. This <br />operational analysis is not extended to cover such 11 contingency; however, estimates of such <br />I <br />requirements are not complex and could be included i1} the operating requirements of the legal and <br />administrative authorizations of the FLWB. i <br /> <br />Anticipated Environmental Effects of Changes in Return Flow Patterns <br /> <br />Changes in the way return flows reach the river migh~ result in some minor effects on parts of the <br />environment. Since water would be held in surface ~torage reservoirs rather than underground, <br />evaporation would be increased. However, reservoir levels would also be increased with potential <br />benefits accruing to fish, wildlife and recreation at th~ reservoir. Depending upon the location of <br />the fallowed land, soil moisture and associated runoff; to hedgerow plant species might be reduced <br />temporarily. Effects due to reduced seepage in the distribution canals should be minimal. Since <br />return flow releases would be made upstream from the normal location of accretion to the river, <br />river flows would increase, with resulting benefits to upstream river reaches. No mitigation actions <br />anticipated, but observations to identify and monitor ~ny effects should be planned and carried out <br />on a periodic basis. i <br /> <br />Water Bank Administration of Return Flows <br /> <br />For the purposes of operating the FL WB, a comprehensive evaluation of return flow characteristics <br />of the FLCC system would be necessary. Engineering analysis and data collection to map the soil <br />and aquifer characteristics would be needed to deter~ine return flow obligations for each specific <br />participating acreage by location and irrigation practices. Most of the needed data are alreaQy <br />available, but synthesis of the data and formation of th~ supporting details of administrative methods <br />is beyond the scope of this stuQy. Tools for quan~fication and administration of return flow <br />obligations would be contained in the authorizing plan$, agreements and decrees for the water bank. <br />Daily accounting would probably be required. The format and essential variables would be <br />determined in the detailed engineering phase of the ;substitute supply plan or change decree. <br />I <br /> <br />Fallowing Requirements <br /> <br />i <br />In certain areas, crops such as alfalfa can produce a p.rtial crop of hay or a good crop of alfalfa seed <br />without irrigation by drawing upon a beneficial water table connected to return flows. This could <br />injure other water rights on the Arkansas River and bea cause for objectors. For this reason, the <br />I <br />identified fallowed fields must be kept free of any liying vegetation. <br />i <br />, <br />I <br />! <br />i <br />, <br />I <br /> <br />//" <br /> <br />I <br />7-281 <br />
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