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<br />SHEEP DRAW HYDROLOGY <br />WELD COUNTY, COLORADO <br /> <br />, <br />I-u; I <,;r,:""7r--, <br />,J "''''/ jtJ'J,~ <br />. [),. t.... --::" :"':1) (i'}..tf?lJ.':"'<r- <br /> <br />/ "" ,.. . , <. c L:~Lt::..;; r?7fr <br />'j 1'[8----:.1/ <br />e.>,., 25 J98{J II!) <br />.;.-........ - - d!J.I/ I <br />CO'" ------_._ ~;I - <br />cON ,- 0 I" /'. ...___...___ ,J <br />s~- . ~; ,. """',0.. <br />t:f?vA T;':-,' I i:/'1 <br />the hydrologic studies UIV BO-4f?D <br /> <br />~- <br />'4~ <br /> <br />~'I] <br /> <br />'-'.:;~';!~~~~ <br /> <br />I <br /> <br />}i~~?i1 <br />",".<-':!...,:, <br />:':.':Y~\ <br /> <br />, <br />.J <br />I <br /> <br />I' <br /> <br />G3 <br /> <br />,- <br /> <br />1. <br /> <br />GENERAL. <br /> <br />This report is a continuation of <br /> <br />that are being made for the Cache la .Poudre River Companion Flood Plain <br /> <br />Information Study. Work Element J of the April 1977 Corps of Engineers <br /> <br />Plan of Study outlines the requirements of the Sheep Draw study. Dis- <br /> <br />tI'..... <br />,~"..;-- <br />,>",,:','(. <br />~i <br /> <br />charges for the 2-, 5-, 10-, 50-, 100-, and 500-year floods are required <br /> <br />for existing and urbanized conditions. The detention pond analysis described <br /> <br />in the Plan of Study will be performed by the Engineering Department of the <br /> <br />City of Greeley, Colorado. <br /> <br />2. BASIN DESCRIPTION. Sheep Draw, a right bank tributary to the Cache la <br /> <br />~.,...~-". <br />~'f2. <br />;:,-:~::,,?(,;~ <br />&&i~~ <br />'r:~:~ <br />~ <br />,,'-~ <br />J!:.,~o.;:~ <br />~fb~~ <br /> <br />Poudre River, has its source near the Highway 34-257 intersection eight miles <br /> <br />west of Greeley, Colorado. From its source, Sheep Draw flows in a generally <br /> <br />northeasterly direction to business route #34, then north to its confluence <br /> <br />with the Cache la Poudre River. The l5-square-mile basin is primarily rural, <br /> <br />:::.-,.~;'.",- <br />~~;~:':j: <br />;.~~ <br />::;.~~~~~ <br /> <br />II <br /> <br />but is expected to urbanize within the next few years. Elevations in,the basin <br /> <br />range from 4,690 to 5,050 feet above mean sea level. A map of the Sheep Draw basin <br /> <br />is shown on attachment 1. <br /> <br />3. EXISTING STRUCTURES. Four reservoirs were considered in the hydrologic <br /> <br />analysis of the basin. One is on Sheep Draw in section 13, approximately one <br /> <br />mile upstream from Highway #34. Two others are located on tributaries in <br /> <br />section 13. Another reservoir is on a tributary in section 4, approximately <br /> <br />:" ,~;;~-/-~ <br />i~~ <br />......""'"'" <br />.~ ~ <br />~~~'~'.~ <br />. '-' <br /> <br />one mile above the mouth of Sheep Draw. During late spring and summer, water <br /> <br />from these reservoirs is used to irrigate nearby crop land. Although flood <br /> <br />control is not a specific function of the reservoirs; some residual flood <br /> <br />control effects are provided downstream. Two canals, Boomerang Ditch and <br /> <br />"..'''^,-'.'- <br /> <br />""!;;] <br />~ <br />~~$ <br />,,',",-', <br /> <br />\t~"J.1..-L-C <br />