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North Poudre Irrigation Company Agenda Item 24b <br /> September 15-17,2015 Board Meeting(Updated September 18, 2015) <br /> Page 2 of 4 <br /> Background <br /> The North Poudre Irrigation Company serves approximately 28,000 irrigated acres in Larimer County <br /> north of Fort Collins near Wellington. The Company owns Fossil Creek Reservoir located in South Fort <br /> Collins. There are 5,656 acre-feet of water diverted through the Fossil Creek Reservoir Inlet headgates <br /> annually. This water is used by shareholders of 149 preferred water rights to irrigate approximately <br /> 2,200 acres of farmland. During the unprecedented flood of September 2013 in the tributaries to the <br /> South Platte River, a significant number of diversion structures and dams along the river corridor were <br /> damaged, including the Company's river diversion for Fossil Creek Reservoir. <br /> The Fossil Creek Reservoir Diversion Structure consists of a concrete structure that spans the Cache la <br /> Poudre River and contains a 10-foot wide radial gate at the right abutment. The diversion structure <br /> checks the river approximately two feet in elevation to permit delivery to the Fossil Creek Reservoir <br /> Canal. The diversion structure ties into the right abutment headgate structure with two eight foot-wide <br /> by three-foot high radial gates that control discharge into the Fossil Creek Reservoir Canal which flows <br /> to Fossil Creek Reservoir approximately 5 miles downstream. <br /> Prior to the 2013 flood, the diversion 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 diversion structure broke near the center of the river and collapsed into the void. The <br /> diversion 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 broke in the center so that when the <br /> center collapsed into the void, the two abutment ends became elevated. Elevation of the left <br /> abutment end of the diversion, combined with scouring and rapid drawdown of water, damaged the <br /> left abutment structure. Elevation of the right abutment end of the diversion damaged the radial gate, <br /> but there appears to be no damage to the right abutment headgate structure. <br /> Water Rights <br /> The water rights impacted by this project include <br /> TABLE 1: IMPACTED WATER RIGHTS <br /> Name Amount (AF) Appropriation Date Adjudication Date <br /> Fossil Creek Reservoir 808 3/1/1862 4/11/1882 <br /> Fossil Creek Reservoir 808 9/15/1864 4/11/1882 <br /> Fossil Creek Reservoir 808 3/15/1868 4/11/1882 <br /> Fossil Creek Reservoir 808 3/20/1873 4/11/1882 <br /> Fossil Creek Reservoir 808 4/1/1878 4/11/1882 <br /> Fossil Creek Reservoir 808 4/25/1881 4/11/1882 <br /> Fossil Creek Reservoir 808 9/28/1914 12/18/1945 <br /> Average annual diversions of the Company are 44,400 AF. Average annual diversions through the Fossil <br /> Creek Reservoir Inlet Diversion Structure are 5,656 AF. <br /> Project Update <br /> FEMA visited the site on December 17, 2013 to determine the extent of the damages and prepare the <br /> Project Worksheet. The worksheet estimated the damage at $659,897 which included $111,880 of <br /> mitigation to improve the stability of the structure, $546,600 of repair costs, and $1,417 of direct <br /> administration costs. This cost estimate assumed that construction would occur once the river receded <br /> to historic pre-flood levels, enabling the river to be diverted through the Fossil Creek Inlet Ditch while <br /> repairs were made to the structure. This meant construction prior to the 2014 irrigation season would <br /> not be possible. <br /> The Project was bid in the fall of 2014 with a stipulation that flows in the river be below 100 cfs for 10 <br /> consecutive days prior to December 1. The river level remained near 200 cfs and thus the bidding <br /> process was cancelled. In response to the high river flows, the Project was redesigned to allow flows to <br /> be bypassed through the construction zone, which requires the Project to be built in two stages which <br /> will increase construction cost. The Project was put out to bid in July 2015 and four bids were received <br />