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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 />ENVIRONMENTAL IMPACTS <br />General <br />Flood Plain Zoning <br />Detention Dams <br />Channelization within Englewood Dam <br /> <br />DAMAGE ESTIMATES <br /> <br />SELECTION OF PLAN <br />Plans Evaluated <br />Analysis <br /> <br />SUMMARY AND RECOMMENDATIONS <br />Recommendations <br />Construction Sequence <br /> <br />TABLES <br /> <br />No. Title <br /> <br />1 Major Waterway Mileage <br /> <br />2 Point Rainfall Depths <br /> <br />3 Computer Hydrograph Print-Out <br /> <br />4 Flood Peaks and Volumes <br />Existing Development with Englewood Dam <br /> <br />5 Flood Peaks and Volumes <br />Future Development with Englewood Dam <br /> <br />6 Flood Peaks and Volumes <br />Future Development with Six Dams <br /> <br />7 Flood Peaks and Volumes <br />Future Development with No Dams <br /> <br />8 Spillway Design Flood Characteristics <br /> <br />9 Other Structures, Not in Plan E <br /> <br />10 Estimated Cost of Little Dry Creek Drainageway Improvements <br /> <br />11 Estimated Flood Damages in Little Dry Creek Basin for <br />Future Runoff Conditions <br /> <br />12 Benefit to Cost Comparison <br /> <br />H <br /> <br />Page <br /> <br />67 <br />67 <br />68 <br />69 <br />70 <br /> <br />74 <br /> <br />83 <br />83 <br />84 <br /> <br />91 <br />92 <br />92 <br /> <br />Page <br /> <br />10 <br />28 <br /> <br />32 <br /> <br />36 <br /> <br />38 <br /> <br />40 <br /> <br />41 <br /> <br />42 <br />60 <br /> <br />63 <br /> <br />82 <br />88 <br />
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