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North Poudre Irrigation Company <br />October 18, 2013 (Updated October 21, 2013) <br />Page 2 of 5 <br />Agenda Item 8i <br />Background <br />The North Poudre Irrigation Company serves approximately 28,000 irrigated acres in Larimer <br />County north of Fort Collins near Wellington. The Company owns Fossil Creek Reservoir located <br />in South Fort Collins. There are 5,656 acre -feet of water diverted through the Fossil Creek <br />Reservoir Inlet headgates annually. This water is used by shareholders of 149 preferred water rights <br />to irrigate approximately 2,200 acres of farmland. During the unprecedented flood of September <br />2013 in the tributaries to the South Platte River, a significant number of diversion structures and <br />dams along the river corridor were damaged, including the Company's river diversion for Fossil <br />Creek Reservoir. <br />The Fossil Creek Reservoir Diversion Structure consists of a concrete check structure that spans the <br />Cache la Poudre River and contains a 10 -foot wide radial gate at the right abutment. The check <br />structure checks the river approximately two feet in elevation to permit delivery to the Fossil Creek <br />Reservoir Canal immediately upstream of the check structure on the right abutment. The check <br />structure ties into the right abutment headgate structure with two eight foot -wide by three -foot high <br />radial gates that control discharge into the Fossil Creek Reservoir Canal which flows to Fossil <br />Creek Reservoir approximately 5 miles downstream. <br />Prior to the 2013, flood the check structure was fully functional and in place. Since point elevations <br />of the structure were surveyed for an unrelated floodplain study in 2013, pre -flood conditions are <br />recorded. During the 2013 flood, the river scoured material beneath the structure leaving a void <br />underneath. The check structure broke near the center of the river and collapsed into the void. The <br />check structure was not attached to the left abutment structure and was only attached to the right <br />abutment structure by way of the radial gate. The concrete check appears to have only broken in the <br />center so that when the center collapsed into the void, the two abutment ends became elevated. <br />Elevation of the left abutment end of the check, combined with scouring and rapid drawdown of <br />water, damaged the left abutment structure. Elevation of the right abutment end of the check <br />damaged the radial gate, but there appears to be no damage to the right abutment headgate structure. <br />Loan Feasibility Study <br />Ron Slosson, P.E. prepared the Loan Feasibility Study titled "Emergency Loan Application and <br />Feasibility Study," dated October 2013. The study includes an alternative analysis and preliminary <br />engineering design and cost estimates. The study was prepared in accordance with the CWCB <br />guidelines. <br />Borrower — North Poudre Irrigation Company, Inc. <br />The Company is a Mutual Ditch Company that was established in 1901. The Company's office is <br />located in Wellington. It operates as a nonprofit corporation and is in good standing with the <br />Colorado Secretary of State. The Company has issued 10,000 shares of stock. The Company's <br />revenues are primarily derived from assessments charged on shares of stock owned by the <br />stockholders but the Company also receives revenues from recreational leases and notes payable. <br />The Company's by -laws (198 8) allow the Board of Directors to borrow money on the credit or <br />responsibility of the Company for the uses, needs, and demands of the Company and to set <br />assessments accordingly. The Board has the power to take measures to enforce assessments <br />