My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE71445
DRMS
>
Back File Migration
>
Permit File
>
800000
>
PERMFILE71445
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 11:20:43 PM
Creation date
11/20/2007 11:51:25 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Permit File
Doc Date
10/17/2006
Doc Name
TOC, Section I.a, I.b, I.d, I.e, I.f, I.g, II.a, II.f
Section_Exhibit Name
Exhibit 19 West Pit Excess Spoil Fill and Section 16 Excess Spoil Fill
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.
/
84
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
-7- <br /> <br />Observed Angles of Repose <br />Our firm and others have made numerous observations of angle of <br />repose for various materials found at the Colowyo Mine and other nearby <br />mines. The overburden rock exhibits angles of repose ranging from about 34 <br />to 40 degrees for loosely dumped spoil. The Canadian Pit Slope Manual <br />reports typical values of the angle of internal friction for shale spoil <br />materials on the order of 44 degrees, and for sandstones friction ranges <br />between 35 and 45 degrees. Values of 35, 37 and 39 degrees were used during <br />our stability analyses to judge The impact of spoil internal angle friction upon <br />slope stability. <br />Gradational Characteristics <br />. Our observations at the site indicate spoil generally breaks down to <br />materials on the order of 3 to 5 feet or smaller. Our firm has performed <br />tests on materials from a similar nearby mining operation. These tests have <br />indicated approximately I percent silt and clay sized particles (passing the <br />No. 200 U.S. standard sieve). It is our opinion compaction which occurs <br />during placement and additional filling further breaks down the spoil <br />materials, although we doubt more than 5 percent -200 materials develop <br />within The spoil over time. <br />Our laboratory tests included two-cycle slake-durability tests of the <br />potential drain materials. These tests indicated that available sandstones <br />from surface outcrops near the spoil area exhibited slake durability indices in <br />the range of 92 to 99 percent. Those materials sampled from the pit <br />generally exhibited slake durability indices in The range of 96 to 98 percent, <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.