My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ENFORCE22932
DRMS
>
Back File Migration
>
Enforcement
>
ENFORCE22932
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 7:32:28 PM
Creation date
11/21/2007 10:17:34 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Enforcement
Doc Date
1/1/1998
Doc Name
EVALUATION OF BEAR 3 MINE LANDSLIDE
Violation No.
CV1997022
Media Type
D
Archive
No
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).
View images
View plain text
Evaluation of Bear No. 3 Mine Landslide <br />or stops in the late summer and fall. Examples of this occutred in the wet springs of 1985, 1986, <br />1987, and 1997 when many serious landslides occurred across western Colorado. <br />Locally, the North Fork has cut a deep, steep-sided valley through the Mesaverde bedrock. This <br />1 exposed the beds which dip 3 to 5 degrees to the north-northeast. Although minor low relief <br />folds and faults of a few feet displacement can be seen in the mine workings and outcrops, major <br />faulting or folding is not evident. <br />]n the Somerset area, colluvium of varying thickness accumulates below the sandstone cliffs and <br />in pockets of gentler slope. Thick wedges of colluvium accumulate against the old bedrock <br />surface where steep valley walls reach the flat valley floor. The interface between the colluvium <br />and the bedrock mimics that seen in outcrop slopes. At competent thick sandstones, the <br />interface is steep, almost cliff=like. When shales or soft beds occur, the surface is more gentle. <br />Alluvial gravels of sand and boulders occur along the North Fork and its tributaries. The Bear <br />No. 3 Mine facilities occupy a broad alluvial terrace. <br />Numerous authors-lunge (1978), GeoHydro Consulting (1980), Rocky Mountain Geotechnical <br />(1981, 1982, 1986, and 1996), Harding-Lawson Associates (1997), Dames and Moore (1993), <br />Intraseazch (1993 and 1994) and Rold (1994 and 1997) have studied slope stability in the <br />Somerset and Bear Mine area. All of them have mapped various types of landslides and slope <br />instability both east and west of the November 1997 Bear No. 3 landslide, but none except Rold <br />have shown landslide activity at the area of the present slide. Rold's September 1997 study <br />mapped three raveling slopes at the base of the slide and two small active landslides and <br />associated debris flows. The two landslides have grown to the November slide head scarp and <br />the three raveling slopes at the base have merged into the one very large basal raveling slope. <br />The aerial photo map of the Bear No. 3 Mine azea (Figure 1) shows the location of the numerous <br />landslides in the vicinity of the November slide. <br />831-032.411 Wright Water Engineers, Inc. Page 3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.