My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ENFORCE34256
DRMS
>
Back File Migration
>
Enforcement
>
ENFORCE34256
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 7:44:18 PM
Creation date
11/21/2007 2:05:57 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
Enforcement
Doc Date
3/1/1999
Doc Name
BOWIE 2 MINE GOB PILE TESTING PERMIT C-96-083
From
J E STOVER & ASSOCIATES
To
DMG
Violation No.
CV1999004
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.
/
17
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
J. E. STOVER & ASSOCIATES <br />2768 COIVipASS DRIVE, SUITE 10] <br />GRAND JUNCTION, COLORADO 61506 <br />PHONE: (970) 245-1101, FAX 242-7908 <br />MINE uvclNEeJUNc <br />MINE RECLMIATION <br />February 26, 1999 <br />J. J. Dudash <br />Division of Minerals & Geology <br />1313 Sherman St., Room 215 <br />Denver, CO 80203 <br />Re: Bowie No. 2 Mine <br />Gob Pile Testing <br />Permit C-96-083 <br />Dear Mr. Dudash: <br /> <br />CIVIL ENCINEERIIVG <br />CONST. MANACENFM <br />RECEIVED <br />MAR O 1 1999 <br />Division of Minerals a Geology <br />By letter dated December 23, 1998, the DMG listed its expectations for a testing plan to <br />determine if the lower 20-feet of the gob pile meets compaction specifications. Enclosed are two <br />copies of a report from Lambert and Associates dated February 17, 1999 which present the <br />results of their field and laboratory study for density tests of the lower portion of the gob pile. <br />We enhanced Lambert's Figure 1 to present a section view of the drill holes which shows the <br />vertical distribution of their laboratory relative compaction values. Considering the limitations in <br />the sampling method employed, the results of this investigation confirm the bottom twenty (20) <br />feet of the gob pile was compacted to achieve 90% of the maximum dry density. <br />Please call if you have any questions. <br />Sincerely, <br />f<~~ <br />J. E. Stover, P.E. <br />Consulting Engineer <br />cc: Wm. A. Bear, Jr. <br />
The URL can be used to link to this page
Your browser does not support the video tag.