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C15357 Feasibilty Study
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C15357 Feasibilty Study
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Last modified
11/19/2009 11:02:53 AM
Creation date
10/5/2006 11:43:07 PM
Metadata
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Template:
Loan Projects
Contract/PO #
C153757
Contractor Name
Decker Lateral Company
Contract Type
Loan
Water District
3
County
Weld
Bill Number
SPL
Loan Projects - Doc Type
Feasibility Study
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<br />. <br /> <br />Alternatives Evaluated <br /> <br />A range of alternatives were considered including 1) don't build <br />the project, 2) replace the earth ditch with a concrete ditch, <br />and 3) replace the earth ditch with a pipeline. <br /> <br />A subjective evaluation of the alternatives follows: <br /> <br />1. Don't build the project: <br /> <br />No action taken to solve this problem will leave the <br />shareholders short of water and dealing with the high <br />maintenance costs associated with a deteriorated ditch <br />system. This alternative is feasible, but is not considered <br />acceptable by the shareholders. <br /> <br />2. Replace the earth ditch with a concrete ditch: <br /> <br />The existing ditch would be completely replaced with a new <br />concrete lined ditch and control structures. This option <br />would solve the seepage prOblem, and would be cheaper than a <br />pipeline. This alternativ~ is feasible, and is preferred by <br />the shareholders. <br /> <br />. <br /> <br />3. Replace the earth ditch with a pipeline: <br /> <br />The existing ditch would b~ completely replaced with a <br />pipeline. This option would solve the seepage problem, but <br />would be more expensive th~n a concrete ditch. This <br />alternative is feasible, b~t is not preferred by the <br />shareholders. <br /> <br />The Natural Resources Conservation Service (NRCS) has provided <br />technical engineering assistance in the evaluation of the above <br />alternatives. <br /> <br />The Selected Project <br /> <br />The DLC has decided to replace the earth ditch with a concrete <br />ditch. The canal lining will be approximately 7900 feet in <br />length and will involve renovation or rebuilding of 5 control <br />structures in conjunction with the installation of 8 turnouts. <br />The new ditch will have a design capacity of 35 cfs, of which 21 <br />cfs will be for delivery of irrigation water, and the remainder <br />to handle storm runoff. <br /> <br />The NRCS Project Report and preliminary design are included in <br />Appendix B. <br /> <br />. <br /> <br />Feasibility Study <br />Rehabilitation of the Lower Decker Lateral <br />July 1997 <br /> <br />5 <br />
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