My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2012-07-11_PERMIT FILE - C1984065 (2)
DRMS
>
Day Forward
>
Permit File
>
Coal
>
C1984065
>
2012-07-11_PERMIT FILE - C1984065 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 5:03:14 PM
Creation date
7/23/2012 10:05:51 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1984065
IBM Index Class Name
Permit File
Doc Date
7/11/2012
Section_Exhibit Name
4.3 Operation Plan - Permit Area
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.
/
44
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
the working stope is desirable. The sequence of mining must be <br />. carefully balanced, and while studies of the rock mechanics <br />involved will be of some use, the optimum cycle will be established <br />with field experience. <br />Initial mine development requires sufficient air to ventilate two <br />splits and maintain air quality in three additional splits. Mini- <br />mum requirements are 30,000 cubic feet per minute (cfm) at 2-inch <br />water gauge. A two stage blowing fan with the second stage to be <br />added after initial development is planned. Installed capacity <br />will be a reversible 100,000 cfm unit with 5-inch water gauge <br />capability. when the mine is operating at 2,200,000 tpy, after the <br />fifth year, it is estimated t}~at nearly 200,000 cfm of air will be <br />required. This will probably involve two separate ventilation <br />circuits. Ventilation shafts and the location of fans are shown on <br />Figures 9.3-3 and Figure 9.3-9, respectively. <br />The purpose of the openings referred to is to provide mine exhaust <br />• and escapeways (in the case of emergency). Present mine design <br />considers driving these entries from the underground workings by <br />cross cutting to the surface where the portal(s) and access pad(s) <br />will be located. <br />NCIG intends to design the above-mentioned mine openings to support <br />the ground and maintain slope stability in the area of the portal. <br />A preliminary geotechnical investigation has been conducted to <br />determine the type and properties of soils to be encountered on the <br />northeast slope of the Grand Hogback. The results were incorporat- <br />ed into the engineering design of the facilities and actual <br />placement, based on slope and entry stability. <br />The soils and weathered materials have a total thickness of 30 <br />feet. These materials mostly consist of sandy clay or gravel with <br />the typical physical properties having the density of around 105 <br />. NCIG - Coal Ridge #1 4-17 ABC/1145/910509 <br />~-7 <br />
The URL can be used to link to this page
Your browser does not support the video tag.