My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD02047
CWCB
>
Floodplain Documents
>
Backfile
>
1001-2000
>
FLOOD02047
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/23/2009 1:02:43 PM
Creation date
10/4/2006 10:33:25 PM
Metadata
Fields
Template:
Floodplain Documents
County
Lake
Community
Parkville
Stream Name
Arkansas River
Title
Parkville Watershed Assessment Preliminary
Date
12/1/1979
Prepared For
Lake County
Prepared By
Professional Design Services
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.
/
41
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 />II <br />I <br />I <br />I <br /> <br />II <br />II <br />I <br />I <br />I <br />I <br /> <br />Such , ~'Jqic I,azard potential is defined herein to mean avalanches, landslides, <br />rockf"i :~, mudflows, and debris fans, unstable slopes, ground subsidence, and areas <br />of expansive soil and rock. <br /> <br />\-Ihile it is beyond the scope to identify the precise location of the above geologic <br />hazards, critical areas in general terms have been noted on the study area maps. <br /> <br />The geology of the study area consists of Paleozoic-age rocks intruded by Laramide- <br />age igneous rocks. The surficial morphology has been modified over time by glacial <br />and alluvial activity. <br /> <br />1. AVALANCHE: <br /> <br />The Lake County Comprehensive Plan exhibit 1-3 does not depict the location of ava- <br />lanche areas within the study area. However, it would not be unreasonable to expect <br />that avalanches could occur within the study area. For purposes here, slopes with an <br />average gradient of 450 to 750 are considered most prone for avalanches. The track <br />,gradient averages 200 to 350 whereas the runout zones may be nearly flat. In many <br />cases the starting zone is located above the timberline while the runout zone is <br />located on the valley floor where development may take place. Often such potential <br />hazards are not recognized within the runout zone. <br /> <br />It should be noted that many years may pass between avalanches and that a potential <br />avalanche area may not be easily recognized. The following consideration should be <br />taken into account when assessing avalanche potential on a given site. <br /> <br />a. RenlOval of vegetation in an elongated pattern <br />b. Grassy slopes and exposed soil and rock faces below the timberline <br />c. Lack of branches and scars on timber <br />d. Leaning trees <br />e, Patches of trees lying in the same direction <br />f. Slope profile <br />g. Winter snow accumulation patterns and depth <br /> <br />Avalanche Dotential may also increase as a result of logging or wildfires where 'lege. <br />totion has been removed. Development plans should be reviewed by persons experienced <br />with avalanches in order to determine the nature of a potential hazard prior to issu- <br />ance of a huilding permit. Where mitigating measures can be implemented, they should <br />be so identified. <br /> <br />,~'l applicant for a building permit shall show that the proposed action is either lo- <br />cated in a site free from avalanche danger or is adequately protected by avalanche <br />defenses or structural provisions. <br /> <br />2. LANDSLIDE: <br /> <br />Within the Study Areas exist a number of locations which may be prone to landslides. <br />These areas of unstable slopes exist in either a natural state or have been created <br />by certain activities of man. A s'llient concern is found in those areas where exten- <br />sive mining has been undertaken. <br /> <br />T~e Comprehensive Plan definition of a landslide is as follows: <br /> <br />"Landslide means those mass movements where there is a distinct surface <br />of rupture or zone of weakness which separates the slide material from <br />more stahle underlying mate"ial. Such slides involve most downward and <br />outvJal'd IJIOVel:lent of a relatively dry body of rock and/or surficial ma- <br />terial in l'esponse to gravitational stresses." <br /> <br />~n'y land use in a landslide area shall avoid: <br /> <br />3 <br /> <br />,. <br />
The URL can be used to link to this page
Your browser does not support the video tag.