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C150302 feas study
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C150302 feas study
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Last modified
8/10/2011 10:08:52 AM
Creation date
12/30/2009 11:38:28 AM
Metadata
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Template:
Loan Projects
Contract/PO #
C150302
Contractor Name
WRCC, Inc.
Contract Type
Loan
County
Larimer
Weld
Loan Projects - Doc Type
Feasibility Study
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C. Project Sponsor <br />The Windsor Reservoir and Canal Co. (the predecessor to WRCC, Inc.) was organized and <br />incorporated in May 2, 1890. The company's Bylaws and Articles of Incorporation are included <br />as Appendix D. As a result of a corporate reorganization, which was finalized in 2007, Windsor <br />Reservoir Company was basically reorganized into its present corporation, WRCC, Inc. The <br />Board of Directors of WRCC, Inc. has the power to levy annual assessments and enter into loan <br />agreements such as the one being sought here. A copy of the minutes from a regularly <br />constituted special Board of Directors meeting authorizing the pursuit and obtaining the loan is <br />attached as Appendix E. <br />There are 1,000 shares of WRCC stock issued. A list of the shareholders is attached as <br />Appendix F. All outstanding shares and shareholders are agricultural users and owners with the <br />exception of twelve shares owned by the United Water and Sanitation District. <br />D. Project Service Area and Facilities <br />The approximate service area boundaries are shown in Figure 1 attached as Appendix G. The <br />service area of WRCC, Inc. includes approximately 86,000 acres of which 55,000 acres are <br />irrigated and planted in crops or pasture. Crops grown in the service area include corn, beans, <br />pinto beans, wheat, barley, oats, alfalfa, grass hay and some vegetable crops. In addition to Cobb <br />Lake, WRCC, Inc. owns Douglas Reservoir, Reservoir #8, Annex Reservoir, Elder Reservoir and <br />Big Windsor Reservoir. These reservoirs are shown on a large map previously submitted to <br />CWCB. <br />E. Hydrology and Water Rights <br />A table of the decreed storage for all of the reservoirs owned by WRCC, Inc. is attached as <br />Appendix�. � <br />2.0 DESIGN CRITERIA <br />Windsor Ditch has an existing flow capacity of approximately 250cfs. However, the ditch and inlet <br />structures will be designed for a maximum flow rate of 300cfs to account for additional water from <br />the North Poudre Irrigation Company ditches and runoff during precipitation events. <br />There is an existing bridge across the ditch to access adjacent properties that needs to be removed. <br />Access to these properties must be maintained, however, and access can be provided by a reinforced <br />concrete box culvert (RCBC) at the approximate location of the existing ditch inlet structure. <br />
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