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C153833 Feasibility Study
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C153833 Feasibility Study
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Last modified
9/27/2011 10:29:06 AM
Creation date
10/5/2006 11:41:36 PM
Metadata
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Loan Projects
Contract/PO #
C153833
Contractor Name
North Poudre Irrigation Company
Contract Type
Loan
Water District
3
County
Larimer
Bill Number
HB 98-1189
Loan Projects - Doc Type
Feasibility Study
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<br />I <br /> <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />il <br />I <br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />II <br />I <br /> <br />COLLATERAL <br /> <br />The North Poudre Irrigation Company owns reservoirs, land, and water rights that can be used as <br />collateral to secure the loans, NPIC would like to use the structures and lands surrounding each of the <br />projects as collateral, but is open to any fair and equitable resolution to the collateral issue as related to <br />this and past projects funded by the CWCB. <br /> <br />INSTITUTIONAL CONSIDERATIONS <br /> <br />The North Poudre Irrigation Company has applied to borrow $1,107,264 from the Colorado Water <br />Conservation Board Construction Fund. This loan is in addition to the $500,000 loan previously <br />approved, The requested loan tenn is 20 years at a rate of 4,04 % (based on 54 % of stock ownership <br />being municipal and industrial and 46% ownership being agricultural), The loan from the CWCB is <br />contingent upon CWCB approval, and the successful negotiation of a contract between the CWCB and <br />the North Poudre Irrigation Company, <br /> <br />OPINION OF FEASIBILITY <br /> <br />The selected alternatives are technically and financially feasible, There are no significant roadblocks <br />that would keep the North Poudre Irrigation Company from successfully completing the projects. <br /> <br />Calculation of a Benefit to Cost Ratio for the four projects is difficult and somewhat misleading because <br />a portion of the projects are mandated by state regulations. Specifically, all of the spillway work is <br />required by State regulations, which NPIC must meet to continue to store water and to prevent possible <br />future lawsuits. Likewise, if the embankments at the NPIC #6 Outlet Ditch Project continue to <br />encroach upon the access road and neighboring fannlands, NPIC loses the ability to maintain the ditch <br />and risks lawsuits from neighboring landowners, This ditch provides the only conveyance structure for <br />releasing water from Reservoirs #6, and #5, <br /> <br />NPIC Reservoir #4 is currently under restriction due to deterioration of the outlet works and <br />inadequacy of the existing spillway, Without the proposed project. restrictions on storage will increase <br />until eventually no storage is allowed. If further restrictions are placed on water storage levels continue <br />NPIC would likely lose the income from fishing lease with the Colorado Division of Wildlife, <br /> <br />Indian Creek Reservoir is not currently under storage restrictions, but has an April 2001 deadline for <br />bringing the spillway into compliance, The drainage basin for this reservoir is large and complex. <br />Conversations with Mike Cola of the SEO indicate that if the spillway issue is not resolved. a <br />comprehensive analysis of the basin would be completed and potentially NPIC could be ordered to <br />breach the dam if results of the study indicate that the dam would overtop under PMF conditions, <br /> <br />Benefit/Cost Ratios for the projects have been calculated using the storage yields associated with each <br />project. The "Benefit" of the project is the cost of replacing the water lost if the projects are not <br />completed, Currently water may be acquired through rental at $25/acre-foot, subject to availability. It <br />is anticipated that the rental rate will increase as the demand for water increases in the future, <br />Calculations have been made using the Average Yield for the past 30 years and also using the Safe <br />Yield of the past 30 years. The Average Yield is defined as the average maximum storage for the <br />reservoir and the Safe Yield is defined as the lowest storage in the past 30 years, Plots of water storage <br />used to detennine the Average and Safe Yields each of the reservoirs may be found in Appendix H, <br /> <br />Page 25 <br />
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