My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD10104
CWCB
>
Floodplain Documents
>
Backfile
>
9001-10000
>
FLOOD10104
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 10:11:56 AM
Creation date
10/5/2006 4:52:41 AM
Metadata
Fields
Template:
Floodplain Documents
County
Alamosa
Community
Alamosa
Stream Name
Rio Grande
Basin
Rio Grande
Title
Riverwood Estates Subdivision Rio Grande Floodway Evaluation
Date
4/3/1987
Prepared For
Alamosa
Prepared By
Muller Engineering Company, 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.
/
80
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 I <br />, <br /> <br /> <br />II <br />I <br /> <br />SUMMARY <br /> <br /> <br />The following points summarize this study effort: <br /> <br />1. The construction of the Riverwood Estates Subdivision has resulted <br />in the placement of fill material within the FIS regulatory <br />floodway of the Rio Grande. This encroachment was completed prior <br />to the annexation of the subdivision by the City in 1983. <br /> <br />2. The encroachment into the floodway has been noted by FEMA to be in <br />confl i ct wi th the requi rements of the NFr P, whi ch requi rements <br />have been adopted by the City as a participant in the NFIP. <br /> <br />3. Maps, surveys and studies completed as a part of and following the <br />1976 FrS, clearly document the placement of fill and the resulting <br />floodway encroachment in the Riverwood Estates Subdivision area. <br /> <br />4. Hydraulically, the floodplain of the Rio Grande is very complex <br />and difficult to precisely represent using an acceptable computer <br />model of the river. The Corps of Engineers, through FEMA, <br />however, has calculated the base elevations and limits of the <br />100-year floodplain and floodway of the Rio Grande through <br />Riverwood Estates, which is documented in the 1976 FlS. Those <br />calculations are based upon estimates of flow splits between the <br />main channel and the left and right overbank areas. <br /> <br />5. This study developed a computer model of the FrS floodway, as of <br />1976 and 1986, to provide a relative comparison of the impact of <br />the fill encroachment at Riverwood Estates on the floodway <br />profile. The model did not re-estimate the base (100-year) flood <br />elevation but provided a comparison of the floodway profile before <br />and after encroachment. Thi s analytical model approach was <br />considered appropriate for this concern by FEMA. <br /> <br />-18- <br />
The URL can be used to link to this page
Your browser does not support the video tag.