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C150341 Feasibility
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C150341 Feasibility
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Last modified
1/23/2015 4:19:18 PM
Creation date
10/10/2012 8:36:31 AM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
CT2015-027
C150341
Contractor Name
Pisgah Reservoir and Ditch Company
Contract Type
Loan
Water District
12
County
Teller
Loan Projects - Doc Type
Feasibility Study
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COLORADO WATER CONSERVATION BOARD <br />WATER PROJECT LOAN APPLICATION <br />THE COLORADO WATER CONSERVATION BOARD <br />Finance Section <br />1580 Logan St., Suite 600 <br />Denver, CO 80203 <br />Attn: Anna Mauss, P.E. <br />Phone: (303) 866 -3441 x3224 Fax (303) 894 -2578 <br />Email: anna.mauss@state.co.us <br />Part A. - Description of the Applicant <br />Name of applicant: Pisgah Reservoir and Ditch Company <br />Mailing Address: P.O. Box 352, Rocky Ford, CO 81067 <br />Business Phone: (719) 254 -3389 Fax ( ) <br />Federal ID Number: 84- 0407037 Email waynewhittaker32@yahoo.com <br />2. Person to contact regarding this application: <br />Name: Wayne Whittaker <br />Position/Title: Secretary <br />Address: P.O. Box 352, Rocky Ford, CO 81067 <br />Business Phone: (719) 254 -3389 Cell ( ) <br />Email: waynewhittaker32@yahoo.com <br />3. Type of organization: Ditch Company <br />Date of Annual Meeting: I" Monday in December <br />Is the organization incorporated in the State of Colorado? YES _X_ NO (See Appendix A — <br />Articles & Bylaws) <br />4. Please provide a brief description of the owner's existing water supply facilities and describe any <br />existing operational or maintenance problems. (Appendix B — Map of Service Area) <br />Mount Pisgah Dam is a large size, significant hazard earth embankment dam. The dam is located on <br />Fourmile Creek and impounds Wrights Reservoir, with a capacity of approximately 2,192 acre -feet supplied <br />by direct inflow from Fourmile Creek. The embankment has an upstream slope at approximately 3H:1 V, a <br />crest width of about 10 feet, and a downstream slope of approximately 2H:1 V. <br />The dam was originally constructed around 1911. There was an upstream slope failure around 1928. After <br />the slope failure, the upstream ends of the original outlet works were plugged, a new outlet conduit was <br />constructed through the right abutment, and the upstream slope was rebuilt. The spillway is located at the left <br />abutment and was enlarged in 1988. <br />An SEO Inspection was made in June, 2011 (see attached report). The existing storage capacity of the <br />1 <br />
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