My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2009-12-14_REVISION - C1996083 (3)
DRMS
>
Day Forward
>
Revision
>
Coal
>
C1996083
>
2009-12-14_REVISION - C1996083 (3)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 3:57:43 PM
Creation date
12/24/2009 10:23:16 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
REVISION
Doc Date
12/14/2009
Doc Name
Revised Pages
From
Bowie Resources
Type & Sequence
TR66
Email Name
JJD
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.
/
16
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
• 2.05.3 <br />Water Treatment Building <br />A small (10'X10') water treatment building located northwest of Pond C used to add CDPS <br />approved chemicals to the water as necessary for clarification. <br />Bent Protectors <br />Two concrete bent protectors located at the coal stockpile level. One is three sided with 20 <br />feet high walls, 42 feet long and 16feet wide. The other is a four sided structure with 28 foot <br />average height walls, 48.5 feet long and 15.5 feet wide. The four sided structure has a metal <br />roof. <br />Rock Bins <br />Concrete bins located at the B-Bench. The concrete base is 20 feet by 30 feet. The 8 foot <br />high walls are 40-feet long <br />Retaininq Wall <br />Concrete retaining wall located at the B-Bench. The 8-foot high retaining wall is <br />approximately 50-feet long. <br />Hubbard Creek Shaft <br />See Map 39 for the location of the ventilation shaft that was constructed during 2007 and <br />2008. It is lined with steel and has a finished diameter of 10.5 feet. The steel liner was <br />cemented in place. Prior to drilling, the perimeter of the shaft was grouted to minimize water <br />infiltration. Grouting was extensive in the collar area and was reduced when the shaft <br />alignment encountered solid rock. The shaft was blind bored the entire depth of <br />approximately 500 feet. The cuttings removed from the shaft are considered underground <br />• development waste and were therefore hauled to one of the approved gob disposal areas. <br />Terror Creek Shaft <br />See Map 42 for the location of the ventilation shaft that is to be constructed during 2010. The <br />shaft is to be lined with shotcrete and have a finished diameter of 18.5 feet. A ventilation fan <br />is not required for the shaft since pressure from the mine ventilation system will force air out <br />the shaft. The shaft will be equipped with an escape hoist and nitrogen generator. The <br />electrical powered compressors needed to run the nitrogen generator will be fed by an <br />underground power cable. BRL will need frequent access to the site to test the escape <br />hoist.The perimeter of the shaft will be grouted to minimize water infiltration. Grouting will be <br />extensive in the water bearing zones. The shaft will be raise bored its entire depth of <br />approximately 690 feet. The cuttings from the raise bore will be permanently stored <br />underground. <br />Emergency Escape System <br />During 2009 the Operator installed an emergency escape system over the Hubbard Creek <br />Shaft. The hoist is 20-feet long, 8-feet wide and 9-feet tall. The hoist foundation consists <br />of six 5.5' X 5.5' 16" thick spread footings with 4-foot tall 18-inch diameter piers. The <br />head frame has a 20-foot square base, is 3-feet by 12-feet at the top and is 27-feet tall. <br />The head frame will be bolted to the existing shaft collar. A similar emergency escape <br />hoist will be installed over the Terror Creek Shaft. <br /> <br />TR-66 2.05 - 16 - 12/09
The URL can be used to link to this page
Your browser does not support the video tag.