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FLOOD08251
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Last modified
1/29/2010 10:12:02 AM
Creation date
10/5/2006 3:29:57 AM
Metadata
Fields
Template:
Floodplain Documents
County
Arapahoe
Douglas
Community
Englewood, Cherry Hills Village, Greenwood Village
Stream Name
Little Dry Creek
Basin
South Platte
Title
Major Drainageway Planning
Date
2/1/1974
Prepared For
Arapahoe County / Douglas County / Englwewood / Cherry Hills Village
Prepared By
UDFCD
Contract/PO #
&&
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 <br />I <br />I <br /> <br />CONTENTS (Continued) <br />Volume I, Report <br /> <br />CHARTS <br /> <br />No. Title <br /> <br />1 Little Dry Creek Drainage Basin Location Map <br /> <br />2 Location of Sub-Basins and Hydrologic Points <br /> <br />3 Housing Density versus Imperviousness <br /> <br />4 Effect of Imperviousness at Hydrologic Point 206 on <br />Willow Creek <br /> <br />5 Hydrographs for Point 101 <br />Little Dry Creek, Englewood Dam Only <br />Drainage Area 25.20 Square Miles <br /> <br />6 Little Dry Creek Flood Depth versus Percent Damage <br /> <br />7 Englewood Damage versus Discharge Curves <br /> <br />8 Englewood Damage versus Flood Plain Width above <br />Cinderella Conduit <br /> <br />9 Englewood Damage versus Flood Plain Width below <br />Cinderella Conduit <br /> <br />10 Flood Damage Curves <br /> <br />11 Benefit Cost Comparison <br /> <br />VOLUME I <br /> <br />APPENDICES <br /> <br />Appendix A - Legal Opinion on Phase A <br /> <br />Appendix B - Hydrographs (In separate volume) <br /> <br />Appendix C - Hydrograph Printouts (In separate volume) <br /> <br />Appendix D - "Study and Report on Quincy Gulch Sub-Basin, <br />Little Dry Creek Drainage Basin" <br />City of Cherry Hills Village, May 1973, <br />McCall - Ellingson & Morrill, Inc. <br />(In separate volume) <br /> <br />VOLUME II DRAWINGS <br />(In Separate Volume) <br /> <br />iii <br /> <br />Page <br /> <br />9 <br />11 <br />16 <br /> <br />33 <br /> <br /> 35 <br />Curves 75 <br /> 78 <br /> 79 <br /> 80 <br /> 85 <br /> 88 <br />
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