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CT2017-1402 Approval Letter
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CT2017-1402 Approval Letter
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Last modified
9/13/2016 8:25:16 AM
Creation date
7/25/2016 9:09:35 AM
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Loan Projects
Contract/PO #
CT2017-1402
Contractor Name
North Poudre Irrigation Company
Contract Type
Loan
Loan Projects - Doc Type
Approval Letter
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North Poudre Irrigation Company Agenda Item 13b <br /> July 20-21, 2016 Board Meeting(Updated July 22, 2016) <br /> Page 3 of 5 <br /> Average annual diversions of the entire Company are 44,400 acre-feet. <br /> Project Description <br /> The purpose of the Project is to repair damage to the Livermore tunnel system, resulting from partial <br /> collapse of the tunnels in multiple reaches, thus restoring overall delivery capacity, which has been <br /> impacted by the accumulation of rock fall and debris. Repairs will be made to six collapse zones, and, <br /> proactively, to an additional ten shear/void areas. <br /> The Feasibility study evaluated several alternatives for this project: <br /> Alternative 1 - No Action: This alternative was considered unacceptable. Left alone, the tunnel would <br /> be vulnerable to future collapses of unknown extent that could result in service interruptions and <br /> emergency repairs with uncontrollable costs. <br /> Selected Alternative 2 - Repair collapse zones and repair shear/void areas: The proposed project <br /> generally includes repairing six collapse zones with rock scaling and excavation to remove existing <br /> damage and rock fall, installation of a concrete liner plate base, installation of overhead and side liner <br /> plates, and filling of the voids remaining between the new liner plates and the existing tunnel wall/roof <br /> with foam and concrete backfill. Ten shear/void areas will be repaired using shotcrete, mesh, and rock <br /> bolting. The estimated cost of the project is $1,597,000 including construction, contingency, and <br /> engineering support. <br /> Alternative 3 - Repair collapse zones only: The Company also analyzed saving cost by repairing only <br /> the six collapse zones described in Alternative 2 above. The ten shear/void areas would not be repaired <br /> under this alternative. While, ultimately, these shear zones will need rehabilitation, they are stable in <br /> the short term. Leaving these repairs out of the Project would save approximately $120,500 in <br /> construction, contingency and engineering support costs, resulting in an estimated total project cost of <br /> $1,476,400. This option was not selected, since future costs to repair these areas as a separate project <br /> would be much higher than the short-term amount saved. <br /> TABLE 1: ESTIMATED PROJECT COSTS <br /> Task Cost <br /> Design and Permitting � $140,000 <br /> Construction $1,457,000 <br /> Total $1,597,000 <br /> Permitting: The Company has full access to the project area under existing easements. No <br /> permits or additional easements are required to complete the project. <br /> Schedule: Preliminary drawings and cost estimates have been prepared. A final design will be developed <br /> in concert with a contractor selected through a bid and qualifications process. Construction is planned <br /> for fall 2016 when the diversion can be closed and the tunnel drained, with completion targeted prior to <br /> the spring 2017 irrigation season. <br />
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