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Last modified
1/26/2010 2:25:27 PM
Creation date
10/12/2006 2:03:52 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8509
Description
San Luis Valley
State
CO
Basin
Rio Grande
Water Division
3
Date
12/1/1969
Title
Irrigation Water Management Study of the San Luis Valley Colorado - PART 1 of 2
Water Supply Pro - Doc Type
Report/Study
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<br />Cost-sharing enphasis to prcmJte contJination of canals, canal <br />lining, and diversion dams is desirable for water conservation, <br />econanic justification, and decreased maintenance. A fEM good <br />working examples of the benefits to be obtained should help get <br />IIDre canal canbinations. <br /> <br /> <br />t.,"',-,,::,-:. ~,:.'-._~-"-;"'.-":;-,,,; -:;-1>'.",,",""'_ F ~"""---,', ';--''''-' ,"",~'- ,-,^ <-,~" - <br /> <br />, <br />~: <br />i;: <br /> <br /> <br />~ <br /> <br />~ <br /> <br />:? <br /> <br />.-; <br /> <br />--. <br />, <br /> <br />?1 <br /> <br />c'{ <br />, <br /> <br />, <br />, <br />. -~ <br /> <br />e-.J <br />co <br />~ <br />N <br />\.:.~) <br />,. ... <br />....,. <br /> <br />STUDY ITEM 2 - IDENI'IFY THOSE DIVERSION DAM STRlJCI'URES \>JHICH NEED <br />'ID BE REPAIRED OR REPIACED. <br /> <br />Twenty-three irrigation canal cx:nq:>anies and individuals reported <br />repair needs to diversion dams ranging from $60 to $7,000. FOrty- <br />nine irrigation canal =rpanies or individuals reported needing <br />replacerrent dams varying frc:ro $250 to $36,000. These include new <br />structures where either a tEnpOrary dam or no dam existed before. <br />The Consolidated Ditch (Index No.9) needs a new structure nON <br />because tbe Rio Grande River has degraded at its point of diversion. <br />(Table 2 lists repair and replacerrent needs by water districts.) <br /> <br />Same cost estimates made by canal representatives appear to be <br />low and a notation to this effect has been added. Estimates vary <br />widely depending upon the type of structure the canal corrpany or <br />individual desires. (Structure locations are shown on Map-4, <br />Diversion Darrs Needing Repair or Replacerrent.) <br /> <br />STUDY ITEM 3 - IDENI'IFY SPECIFIC SECI'IONS OF MAJOR CANAIS WI'TIl <br />HIGH SEEPAGE LOSSES OR WI'TIl SAFEI'Y HAZARDS WHICH NEED 'ID BE <br />CXlNCREl'E- LINED, REIDCATED OR REPIACED BY PIPELINES. <br /> <br />Forty-five irrigation canal corrpanies and individuals responded <br />with needs relating to this study itan. (Data are listed in <br />Table 3 by water districts. wcations are shown on Map-5, Canals <br />Needing Lining or Pipelines.) canal carpanies listed both concrete <br />lining and bentonite lining needs for seepage =ntrol. The use of <br />other linings may also be practical. <br /> <br />Totals fran Table 3 are: <br /> <br />length <br />(Miles) <br />53.50 <br /> <br />Est. Cost <br />(Dollars) <br /> <br />210,999 <br /> <br />Item <br />- <br />Canal sections needing relocation <br /> <br />Canal sections needing brush and <br />tree renoval <br /> <br />Canal sections needing lining .!! Y <br /> <br />pipelines needed Y <br /> <br />62.55 <br />248.4 <br />28.60 <br /> <br />36,820 <br />11,275,952 <br />2,184,944p <br />1/ <br />Y <br /> <br />TOrAL 393.05 13,708,715 <br /> <br />Includes both concrete and bentonite lining needs. <br />pipeline needs for the west slope of the Sangre de Cristo <br />Range are, given in Table 5 of study Itan 7. <br /> <br />8 <br />
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