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FLOOD10452 (2)
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FLOOD10452 (2)
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Last modified
11/23/2009 2:01:48 PM
Creation date
6/4/2007 5:20:41 PM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
593
County
Douglas
Community
Douglas County and Incorporated Areas
Title
FIS - Douglas County and Incorporated Areas - Vol 1
Date
9/30/2005
Prepared For
Douglas County
Prepared By
FEMA
Floodplain - Doc Type
Current FEMA Regulatory Floodplain Information
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<br />Stream <br /> <br />Limits of Revised or New Detailed Study <br /> <br />Willow Creek <br /> <br />From the confluence with the South Platte <br />River to a point approximately 3.7 miles <br />upstream of Rampart Range Road. <br /> <br />Limits of detailed study are indicated on the Flood Profiles (Exhibit 1) and on the <br />FIRM (Exhibit 2). <br /> <br />Allor portions of the streams in Table 2 were studied by approximate methods in <br />the January 5, 1996, FIS. <br /> <br />TABLE 2 - FLOODING SOURCES STUDIED BY APPROXIMATE METHODS <br /> <br />Stream <br /> <br />Stream Miles <br /> <br />Badger Gulch <br />Bear Creek <br />Big Dry Creek <br />Carpenter Creek <br />Cottonwood Creek <br />Dad Clark Gulch <br />East Plum Creek <br />Garber Creek <br />Glade Gulch <br />Happy Canyon Creek <br />Happy Canyon Creek Tributary <br />Haskins Gulch <br />Hunt Gulch <br />Indian Creek <br />Jackson Creek <br />J arre Creek <br />Jordan Road Tributary <br />Kinney Creek <br />KOA Tributary <br />"Larkspur Butte" Tributary <br />Marcy Gulch <br />McMurdo Gulch <br />Mitchell Gulch <br />Newlin Gulch <br />North Gulch <br />Oak Gulch <br />Oakland School Gulch <br />Piney Creek <br />Sellers Gulch <br />South Newlin Gulch <br />Spring Gulch <br />Stark Creek <br />Tributary A <br /> <br />1.6 <br />6.0 <br />5.7 <br />6.0 <br />4.5 <br />6.5 <br />23.0 <br />4.9 <br />1.6 <br />9.2 <br />1.6 <br />2.0 <br />1.0 <br />8.0 <br />8.0 <br />6.0 <br />2.0 <br />4.0 <br />1.7 <br />1.6 <br />4.7 <br />2.4 <br />1.6 <br />4.7 <br />1.7 <br />1.7 <br />3.2 <br />2.4 <br />3.6 <br />1.1 <br />5.0 <br />4.0 <br />1.3 <br /> <br />9 <br />
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