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Last modified
5/14/2010 8:58:17 AM
Creation date
9/30/2006 10:19:54 PM
Metadata
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Publications
Year
2000
Title
Arkansas River Water Needs Assessment
CWCB Section
Interstate & Federal
Author
Smith and Hill
Description
Information and findings associated with the Arkansas River Water Needs Assessment study
Publications - Doc Type
Historical
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<br />Arkansas River Water Needs Assessment - Section 1. Executive Summary <br /> <br />Early Transmountain Diversions and <br />Upper Basin Storage Facilities <br /> <br />By 1935, 43,000 acre-feet were imported annually <br />from other basins into the Arkansas River Basin. <br />Some of this total was made up from several large, <br />open ditches that crossed the Continental Divide, <br />but the majority was comprised of imports <br />through the Busk-Ivanhoe System and the Twin <br />Lakes Project. Development of rhe Busk-Ivanhoe <br />System allowed diversion of water from the head- <br />waters of the Fryingpan River to Lake Fork Creek <br />via the Carlton TunneL Development of the Twin <br />Lakes Project allowed importation of water from <br />the headwaters of the Roaring Fork River to the <br />North Fork of Lake Creek via the Twin Lakes <br />TunneL <br /> <br />At the time of construction, these systems <br />provided water exclusively for agricultural use in <br />the lower Arkansas River Valley. In cases where <br />these diversions were not stored high in the basin, <br />the systems had the effect of increasing flows <br />during spting runoff and early summer in the <br />main stem. These systems continue to operate <br />today, although some of the imported flows are <br />directed to storage before being released to the <br />main stem. Today, the enlarged Twin Lakes system <br />imports an average of 54,500 acte-feet annually, <br />and the Busk-Ivanhoe System imports an average <br />of 6,200 acre-feet annually. The Wertz, Ewing, <br />and Columbine ditches import an average of 4,971 <br />acre-feet annually. <br /> <br />Significant storage facilities were also built in the <br />upper basin to store both native water and <br />imported water. In 1900, the Twin Lakes and <br />Colorado Canal Company constructed Twin Lakes <br />Reservoir on Lake Creek (an enlargement of a <br />natural reservoir), with a capacity of 54,452 acre- <br />feet. CF&I Steel Corporation completed <br />construction of Sugarloaf Reservoir in 1902, with a <br />capacity of 17,416 acre-feet. This reservoir <br />allowed storage of native water from the Lake Fork <br />Creek and storage of water from other Arkansas <br />River tributaries by exchange. Finally, Otero <br /> <br />Canal Company constructed Clear Creek <br />Reservoir from 1902 to 1907, with a capacity of <br />11,486 acre-feet. Construction of these teservoirs <br />slightly reduced spring peak flows by capturing <br />runoff and increased late summer flows by <br />releasing stored water for irrigation purposes. <br /> <br />Municipal Water Supply Systems <br /> <br />Starting in the 1950's, several of the agricultural <br />water supply systems were purchased in whole or in <br />part by municipalities who sought an assured water <br />supply for growing populations. In 1955, Pueblo <br />Board of Water Works purchased Clear Creek <br />Reservoir from the Otero Canal Company. In the <br />early 1970's, the Twin Lakes rransmountain <br />diversion system and reservoir were purchased by <br />Colorado Springs, Aurora, Pueblo, and Pueblo <br />West. The change of ownership means that instead <br />of an exclusive pattern of spring storage and <br />summer release for agriculture use, these reservoirs <br />are now managed to provide year-round supplies <br />for the municipalities. Since they are part of a <br />complex municipal supply system, releases of stored <br />water to the main stem may occur at any time of <br />the year. In addition, if part of the yield of these <br />reservoirs is not needed for municipal use, water <br />may be sold to other customers, which results in <br />releases timed to meet the customer's need. <br /> <br />Colorado Springs Utilities has an extensive water <br />supply system that taps multiple watersheds, but <br />only a portion of this system has the capability to <br />affect main stem flo,,",s between the headwaters and <br />Pueblo. The Pikes Peak South Slope System and <br />the Penrose Rosemont System divert water out of <br />tributaries thar enter the Arkansas River between <br />Canon City and Pueblo. Water from the <br />Homestake Project, which diverts water from the <br />Eagle River watershed, and the Blue River Project, <br />which diverts water from tributaries to the Blue <br />River in Summit County, is transported directly to <br />Colorado Springs and does not enter the main <br />stem of the Arkansas River. Colorado Springs also <br />obtains water from the Fryingpan-Arkansas Project <br />(discussed in Section 3, Institutional and Legal. <br /> <br />1-4 - Summary of the Arkansas River Institutional and Legal Analysis <br />
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