My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD10655 (2)
CWCB
>
Floodplain Documents
>
Backfile
>
10001-11000
>
FLOOD10655 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/23/2009 12:46:42 PM
Creation date
5/21/2007 2:08:42 PM
Metadata
Fields
Template:
Floodplain Documents
County
Chaffee
Community
Salida
Title
FIS - Salida
Date
9/30/1982
Prepared For
Salida
Prepared By
FEMA
Floodplain - Doc Type
Current FEMA Regulatory Floodplain Information
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
18
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 />ground cover. Increased precipitation supports dense pine and aspen <br />forests above this elevation to timberline. Rock outcrops and tundra <br />grasses predominate on the high mountain peaks where climatic <br />candi ti ons are too severe for forest growth. <br /> <br />A number of irrigation ditches; such as the North Fork Ditch, Cameron <br />Ditch, and the Missouri Park Ditch, convey water across natural <br />drainage boundaries into adjacent basins. The Larkspur Ditch conveys <br />wa ter fran the headwa ters of T 001 i chi Creek ; n the Co, ora do River <br />Basin across the Continental Divide at Marshall Pass and into the <br />Poncha Creek Basin. <br /> <br />2.3 Principal Flood Problems <br /> <br />While slopes are steeper in the upper drainage basins, the dense <br />vegetation in these areas serves to reduce rainfall runoff. A <br />greater percentage of runoff is permitted by the sparse vegetation of <br />the foothills and pasture land at the lower elevations. Conse- <br />quently, the majority of the flood problems in the study area <br />are caused by rapid snowmel t. Thi s type of fl oodi ng has along <br />duration runoff which results in a continuous rise in water level <br />thus producing a high runoff volume. <br /> <br />Flood potential also exists from long and short duration rain storms. <br />These types of floods are characterized by high peaks, small volumes <br />and short duration. The potential for the most severe flooding is <br />created by the combination of rapid snowmelt with long duration <br />ra i n fa 11 . <br /> <br />Detailed infonnation on floods before the turn of the century ;s very <br />limited. Information on past flooding is based on newspaper accounts <br />and interviews with longtime residents of the area. Large floods <br />occurred at Salida in 1901, 1923, 1924, 1947, 1948, 1957 and 1973. <br />These floods have caused major damage, disrupting highway and <br />railroad traffic and communication services, drowned livestock) <br />destroyed agricultural lands, roads, bridges and buildings. <br /> <br />The flood of June, 1957, is considered the most severe flood known in <br />Sal ida. The South Arkansas River reached a record high of 8.1 feet <br />(Reference 3). The flood was triggered by high temperatures over an <br />extended period of time and melted the heavy snowpack of the previous <br />winter. Diversion ditches fran the South Arkansas River carried <br />almost twice as much water as compared with other years. A farm <br />bri dge on the Hutchi nson Ranch was lost and County Road 125 bri dge <br />was threatened. Other low-level private bridges and foot bridges <br />were al so lost. <br /> <br />Peak di scharges have been estimated by carrel ati on to other gagi ng <br />stations since the gaging station on the South Arkansas River near <br />Sal ida was not in use from 1940 to 1971. The peak discharge was <br />estima ted at 1841 cfs (Reference 1). Thi s di scharge represents a <br />recurrence interval of approximately 50 years. <br /> <br />5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.