My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD03000
CWCB
>
Floodplain Documents
>
Backfile
>
2001-3000
>
FLOOD03000
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 6:26:02 PM
Creation date
10/4/2006 11:23:40 PM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Stream Name
South Platte
Basin
South Platte
Title
Water and Related Land Resources Management Study Volume V - Appendix H
Date
7/14/1980
Prepared For
South Platte and Tributaries
Prepared By
CWCB
Floodplain - Doc Type
Flood Mitigation/Flood Warning/Watershed Restoration
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
236
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 />. <br /> <br />REMOVAL OF KELLY ROAD DAM <br /> <br />Removal of the dam would obviously eliminate the concern over <br /> <br />its safety and it would eliminate catastrophic effects that would <br /> <br /> <br />result from failure of the dam. However, removal of the dam <br /> <br /> <br />would increase the frequency of flooding downstream. Kelly Road <br /> <br /> <br />Dam provides about $l.7 million in average annual flood control <br /> <br /> <br />benefits. Removal of the dam is not considered an acceptable <br /> <br /> <br />course of action and should be considered as a last resort. <br /> <br />PROTECTION OF KELLY ROAD DAM EMBANKMENT <br /> <br /> <br />Blanketing the existing embankment with grouted riprap or <br /> <br /> <br />other means was considered. It was not, however, considered a <br /> <br /> <br />sound engineering plan because of lhe possibility of frost action <br /> <br />breaking the grouted protection. Also, it would not reduce the <br /> <br /> <br />potential for overtopping. Overtopping on an average of once in <br /> <br /> <br />25 years is unacceptable because of the high potential for damage <br /> <br /> <br />and loss of life in the densely populated area downstream from <br /> <br /> <br />the dam. <br /> <br />MODIFICATION OF KELLY ROAD DAM <br /> <br /> <br />Construction of a larger spillway and raising the existing <br /> <br /> <br />Kelly Road Dam embankment were evaluated. These modifications <br /> <br /> <br />would allow storage of floods up to the 50-year flood and for the <br /> <br /> <br />safe passage of all larger floods without danger of overtopping <br /> <br /> <br />and failure. Total costs would be about $6.2 million. Total <br /> <br /> <br />average annual benefits would be about $l.3 million and the <br /> <br />benefit-cost ratio would be 2.9. Average annual net benefits <br /> <br />would be $826,000. The flood plain downstream from the dam is <br /> <br /> <br />extensively developed for residential use. A spillway operating <br /> <br />frequency of once in 50 years is unacceptable because of the high <br /> <br />19 <br /> <br />. <br />
The URL can be used to link to this page
Your browser does not support the video tag.