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C153827 Feasibility Study
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C153827 Feasibility Study
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Last modified
9/27/2011 11:03:22 AM
Creation date
10/5/2006 11:45:47 PM
Metadata
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Template:
Loan Projects
Contract/PO #
C153827
Contractor Name
Julesburg Irrigation District
Contract Type
Loan
Water District
64
County
Logan
Bill Number
EIA
Loan Projects - Doc Type
Feasibility Study
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />1) To replace the east diversion and headgate structure and the west structure with <br /> <br /> <br />a new structure 380 feet in length. This alternative would replace the existing <br /> <br /> <br />structures with a concrete diversion dam and steel diversion dam. It would <br /> <br /> <br />involve the use of a 30-foot pneumatic spillway gate and an 8-foot radial sluice <br /> <br /> <br />gate for sand removal. Also a 30-foot pneumatic headgate would be installed <br /> <br /> <br />with automatic controls to provide for precise ditch flow control. The total project <br />cost as proposed is $ 785,630,00 as shown in the Construction Cost Estimate <br />in Appendix I. This alternative is referred to as Referendum (A) on the ballot in <br />Appendix F, <br /> <br />2) To replace the east diversion and headgate structure with a new 200-foot <br /> <br /> <br />structure, This alternative would replace the existing 300-foot structure with a <br /> <br /> <br />new one which is perpendicular to the river channel. It would involve the use of <br /> <br /> <br />two 30-foot pneumatic gates and an 8-foot radial gate as discussed above in <br />alternative (1), The total project cost as proposed is $ 680,625,00 as shown in <br />the Construction Cost Estimate In Appendix I. This alternative is referred to as <br />Referendum (B) on the ballot in Appendix F. This alternative will also include a <br />sand dam to be installed by the District to control the flow of water in the south <br />channel. It will replace the West Diversion Dam which was heavily damaged by <br />flooding last year. The elevation of the sand dam will be such that it will divert <br />3 <br />
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