My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD05175
CWCB
>
Floodplain Documents
>
Backfile
>
4001-5000
>
FLOOD05175
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 6:48:30 PM
Creation date
10/5/2006 1:18:17 AM
Metadata
Fields
Template:
Floodplain Documents
County
Summit
Community
Breckenridge
Stream Name
Blue River
Basin
Colorado Mainstem
Title
Technical Addendum Floodplain Information Blue River
Date
12/1/1974
Prepared For
Summit County
Prepared By
Leonard Rice Consulting Water Engineers, Inc.
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.
/
58
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 />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 />RECOMMENDATIONS <br /> <br />GENERAL <br /> <br />Flooding within the town of Breckenridge from the Blue River <br />is predominantly caused by inadequate .street crossings. Other <br />contributing factors are the Four Seasons Pond Dam spillway and <br />inadequate channei capacity in the area between Village Road <br />and Lincoln Avenue. In other areas the channel capacity is <br />sufficient to pass a major flood, although some bank erosion <br />could occur due to the steep channel slopes. From a practical <br />standpoint, leaving the channel in its present condition is <br />feasible with the exception of the minor modifications which <br />may be required to contain the floOding. <br /> <br />EMERGENCY FLOOD POLICY <br /> <br />Until such time as flood damage reducing measures have been <br />implemented, Breckenridge should establish an emergency flood <br />routine which would include early warning of potential flood <br />hazards and evacuation of residents which may be affected. Town <br />maintenance forces should have equipment manned and standing by <br />crossings to keep them free of debris. As it may not be feasible <br />to keep all crossings open, a priority should be established. <br /> <br />DEBRIS <br /> <br />Keeping crossing structures clear of debris is one of the most <br />important means of protecting against flooding. The debris can <br />be natural, such as trees, brush, rock or other native materials <br />found along the river channel. The debris can also be floatable <br />.materials resulting from commercial and industrial operations, or <br />from other activities which may be picked up and carried away by <br />floodwaters. The designated flood plain should not be used for <br />storage of such items which could cause plugging of crossing <br />structures thereby increasing flood losses. <br /> <br />BRIDGES AND CULVERTS <br /> <br />The existing culvert crossings should be replaced with adequate <br />bridges to allow passage of the IRF ~lood. The bridge elevation <br />should be such that there is at least 2 feet of under-clearance <br />above the flood level. The abutments of the bridges should be <br />placed so that there is no diminution of water area. <br /> <br />~ Leonard Rice Consultmg Water Engineers. Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.