My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
REV105934
DRMS
>
Back File Migration
>
Revision
>
REV105934
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/25/2016 1:17:58 AM
Creation date
11/22/2007 1:30:25 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Revision
Doc Date
1/17/1992
Doc Name
MEMO WEST ELK MINE STACK TUBE TECHNICAL REVISION
From
MLRD
To
CHRISTINE JOHNSTON
Type & Sequence
TR61
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.
Page 1 of 1
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
STATE OF COL ~~~ ~~~~~~~~~~~~~ ~~~ <br />MINED LAND RECLAMATION DIVISION <br />Department of Natural Resources <br />1313 Sherman St., Room 215 <br />Denver, CG 80203 <br />303 866-3567 <br />Fn%:303 832-8106 <br />Date: January 17, 1992 <br />To: Christine Johnston <br />Fr: Bruce Stover <br />RE: West Elk Mine~~/lllStack Tube Technical Revision <br />OF ~~C <br />mow= p oqy <br />Ne ~ p <br />•;~~.t0 <br />' ~e~s' <br />Roy Romer. <br />Governor <br />Fretl R Banla, <br />Division Dueaor <br />I have looked over the materials submitted in support of the Stack Tube <br />Technical Revision. The Geowest memo briefly outlines the approach of the <br />elope stability analysis, and concludes that a buttrees of "clay fill" at least <br />fifty feet in thickness placed against the gob materials will be required to <br />meet the minimum safety factor for the stack tube pile. <br />In order to complete the review of this proposal, It would be appropriate for <br />ue to have more specific geotechnical characterizations of the gob, "native <br />clay fill" and colluvium proposed to be used to construct the foundation pad. <br />Specific geotechnical materials parameters used in the numerical analyeie, ae <br />well as the shear test results on the "similar samples" should be provided eo <br />that we have a record of the assumptions that were made in performing the <br />analyeie. <br />Some of this data may already exist in the current permit file. As I am still <br />new at finding my way through the volumes of permit materials, it would be <br />helpful to me if you could assist me in locating what geotechnical data we do <br />have on this particular aspect of the permit. If we do not already have the <br />geotechnical information noted above, then it should be provided by the <br />applicant. <br />
The URL can be used to link to this page
Your browser does not support the video tag.