My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD02484
CWCB
>
Floodplain Documents
>
Backfile
>
2001-3000
>
FLOOD02484
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 6:24:35 PM
Creation date
10/4/2006 10:55:53 PM
Metadata
Fields
Template:
Floodplain Documents
County
Routt
Community
Steamboat Springs
Basin
Yampa/White
Title
Flood Insurance Study - Town of Steamboat Springs
Date
4/19/1983
Prepared For
Steamboat Springs
Prepared By
FEMA
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
68
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
<br />hazard a For purposes of the Flood Insurance Program, the concept of <br />a floodway is used as a tool to assist local communities with this <br />aspect of flood plain management. Under this concept, the area of <br />the IOO-year flood is divided into a floodway and a floodway fringe. <br />The floodway is the channel of the stream, plus any adjacent flood <br />plain areas, that must be kept free of encroachment in order that the <br />lOO-year flood be carried without substantial increases in flood <br />heights, Criteria adopted by the Federal Emergency Management Agency <br />limit such increases to 1.0 foot, provided that hazardous velocities <br />are not produced. The floodways in this report are presented to the <br />city as minimum standards that can be adopted or that can be used as <br />a basis for further studies. <br /> <br />Floodways are not established for sheetflow areas or for streams <br />studied by approximate methods. Also, floodways are not applicable <br />where the 100-year flood is confined to the stream channel. <br /> <br />Floodways for this study were computed on the basis of equal con- <br />veyance reduction from each side of the flood plain. However, under <br />no circumstance is the floodway encroached into the stream channel <br />itself. Floodway boundaries were determined at cross sections used <br />in the analysisa Between cross sections, the boundaries were inter- <br />polated. The results of floodway computations are shown in Table 1. <br /> <br />The area between the floodway and the boundary of the lOO-year flood <br />is termed the floodway fringe. The floadway fringe thus encompasses <br />the portion of the flood plain that could be completely obstructed <br />without increasing the water-surface elevation of the IOO-year flood <br />more than 1,0 foot at any point. Typical relationships between the <br />floodway and the floodway fringe, and their significance to flood <br />plain development are shown in Figure 23". <br /> <br />25 <br />
The URL can be used to link to this page
Your browser does not support the video tag.