My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD08631
CWCB
>
Floodplain Documents
>
Backfile
>
8001-9000
>
FLOOD08631
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 7:15:07 PM
Creation date
10/5/2006 3:46:27 AM
Metadata
Fields
Template:
Floodplain Documents
County
Eagle
Community
Gypsum
Stream Name
Sweetwater Creek
Basin
Colorado Mainstem
Title
Anderson Camps Floodplain Analysis
Date
3/23/1977
Prepared For
Travis Anderson
Prepared By
Gingery Associates, 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.
/
17
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 />2. Move Building <br /> <br />The entire building could be moved to a <br />new location outside the flood plain. Moving <br />the building would be a relatively expensive <br />operation. Probably the most negative effect <br />of moving the building would be the loss of <br />the relationship between the building and <br />the stream. The proximity of the building <br />to Sweetwater Creek is an important part of <br />the camping experience offered by the resi~ <br />dence hall in its present location. <br /> <br />3. Channelize Stream <br /> <br />Lowering the channel bottom of Sweetwater <br />Creek approximately 2 feet and slightly <br />widening the channel would provide suf- <br />ficient capacity to carry the entire 100 <br />year flood runoff without encroachment <br />into the area of the residence hall. Some <br />type of levee arrangement would still be <br />necessary upstream to capture the diffuse <br />overland flow water which spread out some <br />distance upstream from the camp area. <br />Significant amounts of sediment would be <br />developed in the stream during the <br />channelization operation and would con- <br />tinue for some time after the completion <br />of construction until the stream has <br />re-stabilized itself. <br /> <br />4. Levee <br /> <br />A levee can be constructed upstream from <br />the residence hall and continued a short <br />distance downstream from the hall to <br />direct flood flows around the residence hall. <br />The levee construction would not affect the <br />stream channel itself, would allow the <br />building to remain in its present location <br />and would be relatively inexpensive to <br />construct. <br /> <br />CONCLUSIONS AND RECOMMENDATIONS <br /> <br />Based on a 100 year flood discharge of 2,700 cfs, the <br />new residence hall would be surrounded by flood waters <br />during the 100 year flood event, although the finished <br />flood would be approximately 0.3 foot above the flood <br />plain level. The velocity of flow in the overQank area <br />around the residence hall would be approximately 4 feet <br />per second. <br /> <br />-6- <br />
The URL can be used to link to this page
Your browser does not support the video tag.