My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP13053
CWCB
>
Water Supply Protection
>
DayForward
>
1001-2000
>
WSP13053
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 4:34:50 PM
Creation date
4/18/2008 8:38:07 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
4000.375
Description
Flood Protection Section, Alamosa, Rio Grande Flood
State
CO
Basin
Rio Grande
Author
CWCB
Title
Report on the Findings of a State Damage Survey Team on the Rio Grande Flood of June 8-14, 1985 - Rio Grande and Alamosa Counties- Extremely Preliminary Draft August 8, 1985
Water Supply Pro - Doc Type
Report/Study
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
24
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 />2.1.1 <br /> <br />Dike West of Del Norte <br /> <br />Concern: <br /> <br />The dike on the south bank of the Rio Grande west of Del <br />Norte was partially breached during the peak of the flood. If <br />this dike were to fail. the town of Del Norte would sustain <br />considerable tlooding. A request was made to evaluate its <br />overall condition. <br /> <br />r"indinys: <br /> <br />This approximate 30 foot wide levee was part of a "Critical <br />Area 1'reatment" (CAT) sponsored by the Soil Conservation Service <br />(~CS) in the late 1970's. The material for the heavily riprapped <br />bank and levee is reported to have come from the Rio Grande Canal <br />Company (RGCC) quarry, which is nearby. The RGCC was apparently <br />the entity that managed construction with SCS funding. The <br />diversion structure for the Rio Grande Canal is located <br />approximately I mile north east of the site. The headgate of the <br />Del Norte Town ditch is located at the upstream end of the CAT. <br />Leakage through the embankment near the headgate was observed <br />during the inspection. <br /> <br />Erosion over approximately a length of 350 feet on the top <br />of the bank has removed from 2 to 5 feet (average 4.0 feet) off <br />the top of the levee. Floating debris has accumulated on the top <br />of the bank. <br /> <br />The volume of material removed is estimated to be about <br />4 x 30 x 350 = 1556 cubic yards. <br />27 <br /> <br />Approximately half of the removed material appears to be <br />present on the site just east of the levee. <br /> <br />I <br /> <br />approx. 350 ~r 1 <br /> <br />z' 5' <br /> <br />__1______________________,___________ <br /> <br /> <br /> <br />t lkl Norfc <br />"",...."Ilkl, <br /> <br />SECTION ALONG LEVEE <br /> <br />27 <br />
The URL can be used to link to this page
Your browser does not support the video tag.