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Last modified
1/25/2010 6:48:08 PM
Creation date
10/5/2006 1:13:47 AM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
205
County
Larimer
Community
Fort Collins
Basin
South Platte
Title
Master Drainageway Planning - Cooper Slough, Boxelder Creek, Fort Collins, Larimer County, Colorado
Date
8/1/1981
Designation Date
1/1/1983
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I I <br />I <br />I <br />I <br /> <br />imp~ovements a~e not justified by the benefit cost ratio. Howevep, it is <br />suggested that the channel cpossing undep the Lake Canal flume be enlapged to <br />capfy the 2,000 cfs fpom I-25 and Coopep Slough and ppevent watep fpom ovep- <br />topping the canal. <br />Fpom State 'Highway 14 to Willox Lane the floodplain is nappow. Limited <br />flood damage occUPS along this peach and imp~ovements ape not economically <br />justified. But it is suggested to enla~ge the capacity at the Lapimep-Weld <br />Ditch to ppevent the flood watep fpom oveptopping the canal and avoid othep <br />potential ppoblems. <br />Implementation of these plans should take place in a sequential mannep <br />that is coopdinated with development. The detention ponds along Coopep Slough <br />should be constr>ucted at Highway 14 and the Color>ado and Souther>n RaiZr>oad <br />fir>st. This will p~ovide pr>otection neap Highway 14 against the .sO-yeap <br />flood, and to some extent the 100-yeap flood, for> existing conditions. <br />Channel imppovements along Cooper> Slough fr>om the confluence of Boxelder> Cr>eek <br />to Highway 14 should be the second phase impr>ovements. These wauld p~event <br />Cooper> Slough fr>om flOUJing into Lake Canal duPing high flows. Channel imppo- <br />vements along Boxelder> below I-25 ar>e r>equir>ed to convey the flow fPOm I-25. <br />F:nla~ged openings at Lake Canal and LaPimer>-Weld Ditch cpossings ar>e r>equiped <br />to pr>event flood water> fr>om weir>ing oP possibly mixing with ditch watep. <br />These impr>ovements would be the thipd phase. Downstr>eam of Pr>ospect Str>eet. <br />impr>ovements should OMUP at an ear>Ziep time due to the impending development <br />of the p1'Oro""d sZudge application apea. The final impPOvements would be the <br />constr>uction of the detention ponds upstpeam of Vine Dpive as the apea <br />under>goes development. <br /> <br />I <br /> <br />I : <br /> <br />I <br />I <br />I <br />I I <br />i <br />. <br /> <br /> <br />I <br /> <br />I <br />il <br />I <br />I <br /> <br />. <br /> <br />. <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />vi <br /> <br />---- <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 <br /> I <br /> I <br /> <br />III. <br /> <br />TABLE OF CONTENTS <br /> <br />page <br /> <br />EXECUTIVE SUMMARY <br /> <br />ii <br /> <br />LIST OF TABLES <br /> <br />ix <br /> <br />LIST OF FIGURES <br /> <br />xii <br /> <br />LIST OF PLATES <br /> <br />xiii <br /> <br />I. <br /> <br />INTRODUCTION <br /> <br />Objectives <br />Purpose and Scope <br />Authorization . . <br />Acknowledgments . <br />Mapping and Surveying <br />Report Acquisition <br />Related studies . . . <br /> <br />1 <br />1 <br />1 <br />2 <br />3 <br />4 <br />4 <br /> <br />. <br /> <br />II. <br /> <br />BASIN CHARACTERISTICS <br /> <br />Basin Description . . . . . . . . <br />Study Area . . . . . . . . . . . <br />Irrigation Ditches, Roads and Railroads <br />Soils . . . . <br />Water Quality <br />Flood History <br /> <br />5 <br />5 <br />9 <br />10 <br />10 <br />10 <br /> <br />HYDROLOGIC AND HYDRAULIC SUMMARY <br /> <br />Flood Characteristics <br />Hydrologic Analysis . <br /> <br />12 <br />12 <br /> <br />Rainfall Data . <br />Drainage Basin Parameters <br />Results . . . <br /> <br />14 <br />14 <br />21 <br /> <br />Hydraulic Analysis <br />Floodway . . . . . <br /> <br />29 <br />35 <br /> <br />" <br /> <br />IV. FLOODPLAIN INFORMATION <br /> <br />Flooded Areas <br /> <br />48 <br /> <br />V. FLOOD DAMAGES <br /> <br />50 <br /> <br />vii <br />
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