Laserfiche WebLink
<br />. <br /> <br />. <br /> <br />. <br /> <br />n0232u <br /> <br />. .- <br /> <br />',--- <br />, <br />'- <br /> <br />CHAPl'ER III <br /> <br />PROJECT DEVELOFMENT <br /> <br />This chapter presents the results of reconnaissance appraisals made <br />of the seven potential units of the Yampa-White project. Descriptions <br />in the following sections cover the general development and operation <br />plans of each unit. Accompan~'ing the descriptions are unit ma.ps depict- <br />ing the locations of the irrigable lands and the general layout of unit <br />facilities. Pertinent data on the units are summarized for comparative <br />purposes in the table near the front of the re-port. <br /> <br />Wessels Unit <br /> <br />The Wessels unit io a potential irrigation development for lanus <br />located on the west and south sides of a 23-mile section of the Yampa <br />River in the vicinity of Steamboat Springs in northwestern Colorado, <br />The unit area contains the bench lands above the flood plain of Pleasant <br />Valley south of Ste~boat Springs and the lower parts of th~ Cow Creek <br />drainage west ~f Stecnboat Springs, <br /> <br />The unit would provide water for 6,750 acres of land, including <br />6,030 acres of full service land and 720 e:c-rE;s of supplemental service <br />land. It is also eJqlected to prOVide some incidental bencfits for <br />fish and wildlife conservation, recreation, and sediment control. <br /> <br />Unit plan <br /> <br />Surplus flows of Yamps River would be regulated in Bear Reservoir <br />.that would be constructed on the river. Water released from the reser- <br />voir, ,as well as some unregulated streamflow surplus to the rights of <br />downstream water users, would be diverted into the Wessels Canal at a <br />diversion dam about three-fourths of a mile downstream from the reser- <br />voir, The canal would deliver the water to farm turnouts and to a few <br />short laterals serving some of the larger tracts of unit lands. <br /> <br />Laterals would be provided for distribution of water to the full <br />service lands. Existing distribution systems for presently irrigated <br />lands are adequate for unit development. Artificial drainage would be <br />required for the lands situated in the valley bottoms. <br /> <br />Design and construction <br /> <br />Bear Reservoir <br /> <br />Bear Reservoir on Yampa River would have a capacity of J.l,600 acre- <br />feet, including ~9,000 acre-fe~t of ~ctive capacity and ~,6oo acre-f~~t <br /> <br />23 <br />