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Gunnison - Paonia Feldman Diversion Reconstruction Project (Parts 1 & 2)_Water Activity Summary
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Gunnison - Paonia Feldman Diversion Reconstruction Project (Parts 1 & 2)_Water Activity Summary
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Last modified
10/25/2012 1:47:30 PM
Creation date
9/11/2007 1:40:59 PM
Metadata
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Template:
WSRA Grant and Loan Information
Basin Roundtable
Gunnison
Applicant
North Fork River Improvement Association
Description
Paonia-Feldman Diversion Reconstruction Project (Part 1 - Feasibility Study & Part 2 - Construction)
Account Source
Basin & Statewide
Board Meeting Date
9/19/2007
Contract/PO #
150411
WSRA - Doc Type
Water Activity Summary Sheet - CWCB Evaluation/Approval Documents
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<br />The total decree for the Paonia Ditch is 34.54 cfs. The Paonia Ditch also carries water for the <br />Wade and Hightower Ditches. The Paonia Ditch water serves 700 acres of agricultural lands. The <br />bulk of this water irrigates fruit orchards, hay meadows and vineyards. The Town of Paonia holds <br />3.9 percent of the Paonia Ditch shares. This water is used to irrigate lawns and gardens within the <br />town. Delta County owns several shares; this water is used to irrigate the ball fields at Volunteer <br />Park, a County-owned recreation area near Paonia. The Feldman ditch decree is for 3.8 cfs and <br />provides water for 76 acres of orchards and hay fields. Some gardens and yards are also irrigated <br />from the Feldman ditch. <br /> <br /> <br />In 2004, an unusually large volume of water entered the Feldman Ditch and washed it out, causing <br />several thousand dollars in damage to the ditch and adding a huge volume of silt and debris to the <br />river. Sediment and gravel losses from eroding bulldozed gravel dams are extremely high. This <br />translates into higher sediment loads in the river and loss of adequate elevation required to meet <br />the existing elevation of the ditch. The result is a vertical loss of riverbed and aquatic habitat <br />upstream as the down-cutting process migrates. <br /> <br />The two diversions are situated immediately upstream from a previous in-stream gravel mine. As <br />a result of gravel mining, extensive downcutting and headcutting has occurred immediately below <br />the current diversion points. This erosion of the river bed resulted in the need to move the <br />diversion point of the Paonia Ditch upstream in past years. As result of these moves, the two <br />diversions are nearly opposite one another on different sides of the river. <br /> <br />The magnitude of the downcutting is evidenced by the fact that between 1992 and 1997 the river <br />downcut 5 feet at the highway bridge located less than one-mile downstream of these diversions. <br />Since mining in the river ceased in 1998 the downcutting has stopped. <br /> <br />Headcutting upstream from the gravel pit has also been measured. At the point of diversion for the <br />Paonia Ditch, approximately 3,000 feet upstream from the bridge, 30 inches of bank erosion and <br />24 inches of channel degradation was recorded in one year in 1997. The rock diversion structure <br />for the Paonia Ditch may be slowing the advancement of further headcutting upstream but does <br />exhibit signs of damage from the river headcutting below. <br /> <br />In 1997, the North Fork River Improvement Association negotiated with the gravel company to <br />quit mining in the channel and work only in the floodplain. The work in the floodplain has since <br />been completed; it was reclaimed in March of 2004 and is now inactive. The gravel company has <br />generously donated 19 acres in and along both sides of the river for a community river park. <br /> <br />Further degradation of the riparian corridor, including the stream channel appears to be slowing <br />since the cessation of in-stream mining. However, it is very possible that the existing diversion, <br />which is acting as a grade control, could fail in a large runoff event. If this were to happen, the <br />headcut could progress further upstream. Without rehabilitation, the river will likely remain <br />braided with a very high width-to-depth ratio. Annual repairs to the diversion and the associated <br />disturbance to the channel bed are expected to continue in the future if this project is not <br />implemented. <br /> <br />The uncontrolled and inefficient diversion of water at this site results in over-diverting flows <br />which often leaves the downstream reach in a dewatered condition and downstream users without <br /> - 2 - <br /> <br />
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