My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
REP43914
DRMS
>
Back File Migration
>
Report
>
REP43914
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/25/2016 12:46:15 AM
Creation date
11/27/2007 10:04:55 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Report
Doc Name
GEOTECHNICAL INVESTIGATION WEST PIT EXCESS SPOIL DISPOSAL SITE COLOWYO COAL MINE MOFFAT CNTY COLO
Permit Index Doc Type
Waste Pile/Fill Report
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.
/
43
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
-8- <br />with the exception of a near-surface, weathered, tan sandstone material <br />which had a slake durability index of about 85 percent. Franklin and Chandra <br />(International Journal of Rock Mechanics, 1972) present a classification <br />system for sedimentary rock under which the materials tested with sloke- <br />durability index greater than 90go would be described as "Rock" with very <br />high to extremely high durability and is consistent with OSM/TM-2/83. <br />The washwater obtained after the second cycle of the slake durability <br />test was tested for pH to judge the acid-forming characteristics of the <br />proposed drain materials. Ali measured pH's were in the range of 7.5 to 8.0, <br />indicating non-acid forming rock. <br />Permeability <br />In a loose state, we believe the spoil materials exhibit extremely high <br />permeability. The material is a broken angular rock consisting of sandstone <br />with some shales. After compaction, The materials decrease somewhat in <br />permeability. Method of placement and compaction have significant <br />influences on permeability. For the purpose of estimating the possibilities for <br />spoil saturation, we estimated overall permeability of the fill to range <br />between 1,000 and 10,000 feet per year, with 10,000 feet per year (or higher) <br />a more likely figure. `.Ne believe the placement of the fill in comparatively <br />thick lifts will result in higher permeabiliTies at the base of each lift. <br />t <br />
The URL can be used to link to this page
Your browser does not support the video tag.