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FLOOD09536
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Last modified
1/26/2010 10:09:35 AM
Creation date
10/5/2006 4:26:38 AM
Metadata
Fields
Template:
Floodplain Documents
County
Larimer
Community
Fort Collins
Stream Name
Douglas Reservoir
Basin
South Platte
Title
Hydrology Study for Douglas Reservoir
Date
9/6/1977
Prepared For
Larimer County
Prepared By
M.W. Bittinger
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I <br />I <br />,I <br />I <br />I <br />I <br />I <br />! I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br /> <br />n <br />\ I <br />, I <br />I I <br />Ii <br />I I <br />I' <br />U <br /> <br />HYDROLOGY STUDY <br />FOR <br />DOUGLAS RESERVOIR <br /> <br />History <br /> <br />At a board meeting of Windsor Reservoir and Canal Company, this <br />engineering firm was employed to investigate problems in keeping with <br />the Colorado Division of Water Resources' forthcoming letter. <br /> <br />This letter does ask the owner to submit a Hydrology Report which <br />is the only subject of this submittal. <br /> <br />In a telephone conversation with the State Engineer's office an <br />Assumption "A" flood was requested. This request was refused without <br />more substantiating information. <br /> <br />Location (see Exhibit A) <br /> <br />Douglas Reservoir was constructed in an oxbow of Dry Creek in Section <br /> <br /> <br />2, T8N, R69Wand Sections 35 and 26, T9N, R69W of the 6th P.M., in Larimer <br /> <br /> <br />County, Colorado. <br /> <br />The dam of this reservoir does cross Dry Creek and has a drainage area <br /> <br /> <br />of 43.8 square miles. It is physically possible to bypass the lake with <br /> <br /> <br />the addition of a canal. This would cut the drainage area to 5.3 square <br /> <br /> <br />miles. The areas are shown in Exhibit A. <br /> <br />The reservoir location is at longitude 1050 05' and latitude 400 42' <br /> <br /> <br />and lies east of the Continental Divide. The water surface is at 5204 feet <br /> <br /> <br />above mean sea level. The criteria used to set the design flood was to <br /> <br /> <br />use the more critical of 1) a flood created by a thunderstorm, or 2) the <br /> <br /> <br />flood created by the Probable Maximum Precipitation. <br /> <br />No effort has been made to date as to the determination of the most <br /> <br /> <br />economical alternative. It is the intent to present the results of <br /> <br /> <br />computations for all possible floods. It is requested that all computations <br /> <br /> <br />be accepted. An economic study will dictate to the owner his choice of <br /> <br /> <br />canal or no canal. <br /> <br />'~l-: ;~-:(i't-H t\i':D .r\S(~C_'[J-'l'lJ, \~~C <br />
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