My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE69828
DRMS
>
Back File Migration
>
Permit File
>
700000
>
PERMFILE69828
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 11:18:58 PM
Creation date
11/20/2007 11:04:09 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
Exhibit 42 Sylvester Gulch Fan Site Information
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.
/
27
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
Revised Jan. 16, 1985 <br />3.1 FAN SITE <br />The fan site will be of a minimum size necessary to allow for the <br />installation and infrequent access to the fan. The fan will be placed on <br />a reinforced concrete pad. The fan itself will be offset from the mine <br />opening a minimum of 15.0 feet as required by 30 CFR Section 75.300-2b of <br />the MS HA Regulations. Due to space limitations, the fan will be an upcast <br />design. See Appendix 6. The fan will be attached to the portal by a <br />steel duct transition section equipped with explosion doors. The <br />transition section will attach to a concrete entrance liner which will be <br />reinforced, formed and poured. <br />• Earthwork to be performed at the fan pad site (see Drawing SGF-OS) will be <br />minimal. The existing fan pad as shown in the drawing will not be changed <br />with the exception of minor grading and excavation for the fan foundation <br />and footers. Cut and/or fill will be halanced and should not exceed three <br />feet in any one location. The upslope or downslope facial angle of the <br />fan pad will not be changed from what presently exists. The approximate <br />overall grade of the fan pad is 8%, which will prevent any standing <br />water. Mirafi 600X and gravel will prevent any runoff from causing <br />erosion. The runoff from the pad will drain to a berm and the water run <br />through a silt fence or straw bales. Compaction of any minor amounts of <br />fill will be to 90X of standard Proctor density, ASTM Method D-698. Since <br />no ma,)or cut or fill will be carried out, post mining contour will be <br />essentially the same as presently exists. <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.