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<br />C61J <br /> <br />.,.,.._~.. <br />-.' . ""'; <br />~ -~.' <br /> <br />Fryingpan-Arkansas Project <br /> <br />5 <br /> <br />chamber to the river outlet control house where two 6.5- <br />by 8.0-foot high-pressure gates will be located. A chute, <br />stilling basin, and a 400.foot-long outlet channel will lead <br />to Lake Creek. The Otero Canal will be served by a wye- <br />junction structure appurtenant to the outlet works, <br />upstream from the river outlet control house. This wye- <br />junction structure will also serve Homestake's Otero <br />intake pipeline to the Otero Pumping Station. <br /> <br />Clear Creek Dam and Reservoir <br /> <br />Clear Creek Dam and Reservoir will be located on Clear <br />Creek a short distance from its confluence with the <br />Arkansas River. The dam will be an earth and rockfill <br />embankment with a crest length of 2,200 feet and will <br />have a height of 75 feet above streambed. There is an <br />earthfill dike with a crest length of 600 feet on the north <br />side of the lake. The Pueblo Board of Water Works has <br />storage rights of 11 ,440 acre-feet in Clear Creek Reser. <br />voir, and the reservoir will act as an afterbay for the <br />Otero Powerplant. The spillway will be a combined con- <br />crete spillway and outlet works structure. It will have a <br />gated inlet structure, a concrete chute passing under U.S. <br />Highway 24, and a stilling basin and channel leading to <br />the Arkansas River. <br /> <br />The Collection System <br /> <br />The North and South Side Collection Systems are located <br />at approximately 10,000 feet elevation. The facilities are <br />designed to divert and carry water from the Fryingpan <br />and Roaring Fork River Basins to the inlet portal of the <br />Charles H. Boustead Tunnel. This tunnel transports <br />water from the collection system through the Continental <br />Divide to the Arkansas River Basin. <br /> <br />The North Side Collection System is designed to divert, <br />collect, and transport an average of 18,400 acre-feet of <br /> <br /> <br />'".,;;"'C ';'. .. '.. <br />._...,..~: <br />),'f ,,;~",,;ii1?+-:.;;;~4t.,t>.;ii;.2' <br />,"+' fi.:/liiii.,,:,f'i k~~" <br /> <br />Pueblo Dam <br /> <br />water annually through facilities of the Mormon, Carter, <br />Ivanhoe, Granite, Lily Pad, North, Cunningham, Middle <br />Cunningham, and South Cunningham Creeks. <br /> <br />The South Side Collection System is designed to trans- <br />port an average of 50,800 acre-feet of project water an- <br />nually from the Fryingpan and Roaring Fork River <br />Basins. Facilities located on Hunter, Midway, and No <br />Name Creeks will collect and divert water from Sawyer <br />and Chapman Creeks, the South Fork of the Fryingpan <br />River, and the main stem of the Fryingpan River <br />downstream of Marten Creek. <br /> <br />North Side Collection System <br /> <br />Carter Tunnel: Carter Tunnel will be the first collection <br />tunnel on the North Side Collection System. Water will <br />be diverted into the tunnel by the Carter Diversion Dam <br />through the 300-foot, 42-inch Carter Feeder Conduit to <br />the inlet of the Carter Tunnel. The North Fork Diver. <br />sion Dam will be a drop-inlet structure that will divert <br />North Fork Creek water into the Carter Tunnel by the <br />280-foot-long North Fork Feeder Conduit. Carter Tunnel <br />is 0.54 mile long and has an 8-foot horseshoe cross sec- <br />tion with a capacity of 130 cubic feet per second. Water <br />from Carter Tunnel will flow to the Mormon Conduit. <br /> <br />Mormon Tunnel: The Mormon Creek diversion structure <br />will be connected to the intake portal of the Mormon <br />Tunnel by the Mormon Feeder Conduit. The conduit <br />will be a 250-foot-long structure, including a Parshall <br />flume measuring device. The tunnel is 1.4 miles long, <br />with an 8.25-foot horseshoe-shaped section having a <br />capacity of 190 cubic feet per second. The water from <br />Mormon Tunnel will flow to the Cunningham Tunnel. <br /> <br />Cunningham Tunnel: The North Cunningham, Middle <br />Cunningham, and South Cunningham diversion struc- <br />tures will be connected to the Cunningham Conduit by <br />feeder conduits which extend to the Cunningham Tunnel. <br />The length of the three feeder conduits is 2,700 feet, and <br />the Cunningham Conduit is 4,170 feet long. The Cun- <br />ningham Tunnel is 2.86 miles long and has a horseshoe <br />shape of two sizes: 8.75 and 7.5 feet. The capacity is 270 <br />cubic feet per second. The Cunningham Tunnel flows <br />into the Nast Tunnel. <br /> <br />Nast Tunnel: Ivanhoe Diversion Dam diverts water from <br />Ivanhoe Creek and the Cunningham Tunnel through the <br />Ivanhoe Creek crossing into the inlet of N ast Tunnel. <br />The Granite Diversion Dam diverts water through the <br />Granite Siphon to the Granite Adit, which drops the flow <br />into the Nast Tunnel. The Lily Pad Diversion Dam <br />drops the flow into Nast Tunnel. Nast Tunnel is 3 miles <br />long, with a circular-shaped section with two diameters: <br />7.67 and 9.33 feet. The capacity of the tunnel is 360 <br />cubic feet per second. The flow is conveyed to the <br />Charles H. Boustead Tunnel by the Fryingpan Conduit, <br />which is 2,481 feet long and 84 inches in diameter. <br />