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<br />"'r \ <br />\ <br /> <br />Fulton Irrigation Ditch Company <br />March' 7, 2004 <br /> <br />Agenda Item 25e. <br /> <br />. <br /> <br />FULTON IRRIGATION DITCH COMPANY <br />The FIDC is a mutual ditch company and a non-profit corporation registered in the State of <br />Colorado. There are 220 shareholders and 7,185 shares of stock. The FIDC has the power to set <br />annual assessments to be paid by the shareholders, the power to cut off water deliveries to <br />shareholders that fail to pay their assessments, and the power to offer stock for sale to pay back <br />assessments, <br /> <br />WATER RIGHTS <br />The source of water for the Company is direct flow water rights from the South Platte River. The <br />water rights diverted at the headgate consist oflhree rights, with dates of appropriation being <br />May 1, 1865, July 8,1876, and November 5, 1879, for a combined total of 204.18 cfs. Records <br />from the State Engineer's Office indicate an annual diversion of 30,666 acre-feet from 1999 to <br />2003. <br /> <br />PROJECT DESCRIPTION <br />The purpose of this project is to address seepage concerns under the existing diversion spillway, <br />This improvement will provide a means for the FIDC to continue providing irrigation water to its <br />shareholders, while mitigating any future failure oftheir diversion structure. <br /> <br />Three alternatives were evaluated, which are described as follows: <br /> <br />Alternative No.1 - No-action taken. <br /> <br />. <br /> <br />Alternative No.2 - Rehabilitation of the existing spillway structure by placing sheeting piling <br />upstream and downstream of the structure, with a concrete pile cap, and pressure grouting the <br />existing concrete stilling basin to fill any underlying voids, <br /> <br />Estimated Cost = $200,000 (includes $10,000 for engineering) <br /> <br />Alternative No.3 - Complete removal and replacement of the existing diversion spillway <br />structure. <br /> <br />Estimated Cost = $450,000 <br /> <br />ALTERNATIVE ANALYSIS <br />Alternative No.1 was not acceptable because it does not address the seepage problem and <br />potential failure of the existing diversion spillway. <br />Alternative No.2 was selected since it provides for the most cost effective solution to the <br />problem, while ensuring a 30-40 year, safe, functioning life of the structure. <br />Alternative No.3 was not acceptable, given the overall cost of the improvement, and the fact that <br />certain features of the existing diversion spillway could be salvaged. <br /> <br />The implementation schedule calls for completion of financing arrangements in ApriJlMay 2004. . <br />Given the urgency of the repairs, construction commenced in January of2004 and is anticipated <br />to be complete by the end of March 2004, <br /> <br />2 <br />