My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2012-10-01_REVISION - M1977311 (12)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1977311
>
2012-10-01_REVISION - M1977311 (12)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 2:26:51 PM
Creation date
10/19/2012 12:55:54 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977311
IBM Index Class Name
REVISION
Doc Date
10/1/2012
Doc Name
AM-01 EEP SUBMITTAL
From
COTTER
To
DRMS
Type & Sequence
AM1
Email Name
GRM
Media Type
D
Archive
No
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
293
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
Mine Access <br />The main portal to be used will be the northern adit that is currently closed with a bat gate. <br />The portal is driven into a west facing cliff wall of massive sandstone. The sandstone <br />above the portal was unstable and has required extensive cabling to keep it in place. This <br />will be reevaluated for stability and additional precautionary steps will be taken when <br />mining resumes. Located 420 feet south is the emergency escapeway portal used by <br />Cotter. <br />Underground Operations <br />Underground mining consists of conventional drill -blast stoping using modified room - <br />and- pillar methods. Drifts will be mined approximately nine feet high by eleven feet <br />wide and widened as needed to accommodate mining equipment. Drifts are presumed to <br />be in good condition; not much rehabilitation is anticipated. Rock support will be <br />conventional rock bolting and timbering wherever required. The modified room -and- <br />pillar stoping method will be used to mine the ore, and will commence as soon as <br />rehabilitation of the portal and development to the stoping areas are complete. <br />The room - and - pillar stoping method is similar to the one presently used in the Uravan <br />Mineral Belt, i.e. split - shooting is used in conjunction with leaving rock pillars wherever <br />necessary for roof support. This method of split- shooting involves assessing each face as <br />the stopes advance by the mine geologist, engineer, mine foreman, or experienced lead <br />miner. Since the grades and thickness of the typical Salt Wash uranium - vanadium <br />deposits are highly variable, they are usually unpredictable from one mining round to the <br />next. A round is a complete mining cycle of drill - blast- muck - ground support. A normal <br />round advances a working face about 6 feet. <br />Typically, the thickness of the mineralized material is less than the height needed to <br />advance the stope. As the stope face is being drilled, the blast holes are probed with a <br />Geiger Counter in order to estimate the U3O8 grade. The uranium - vanadium <br />mineralization is usually dark gray to black. The mineralization sometimes rolls, pinches <br />or swells, or follows cross -beds within the sandstone. Therefore, the miner will also use <br />drill cutting color as criteria to help guide blast hole direction and spacing. This irregular <br />habit of the deposit can result in holes collared in mineralized material ending in waste, <br />or, conversely, holes collared in waste may penetrate mineralized material much of their <br />length. <br />Based on the results of the drill -hole assessment, drilled rounds may be loaded and shot <br />in two or more stages. Depending on the location and thickness of the mineralized <br />material in the face (there may be multiple mineralized layers), the miner will attempt to <br />blast either only mineralized material or only waste rock. They will muck the blasted <br />rock out as clean as possible, then shoot the remaining rock and muck it cleanly. The <br />amount of waste rock shot before or after the mineralized material results in typical stope <br />heights of eight -to -nine feet. <br />C -2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.