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2010-04-16_PERMIT FILE - C1996083A (9)
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2010-04-16_PERMIT FILE - C1996083A (9)
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Entry Properties
Last modified
8/24/2016 4:08:13 PM
Creation date
6/9/2010 4:48:09 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083A
IBM Index Class Name
Permit File
Doc Date
4/16/2010
Doc Name
pg 2.05-1 to 2.05-58i
Section_Exhibit Name
2.05 Operation and Reclamation Plans
Media Type
D
Archive
Yes
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• 2.05.3 <br />• <br />n <br />LJ <br />MR-97 <br />Conveyor Underpasses <br />Three conveyor underpasses were constructed for the downhill conveyor project. <br />One is located on the portal bench. The second is located immediately below the <br />downhill conveyor transfer building. The third is located about midway along the <br />downhill conveyor and will serve as a wildlife overpass. A fourth conveyor <br />underpass was constructed to provide haul road access over the downhill conveyor <br />to the B -Seam portal bench. The underpasses are 9 -foot diameter multi -plate and <br />are approximately 100 -feet long. The B -Seam conveyor multi -plate underpass is <br />approximately 60 -feet long supported on concrete footers as shown on Map 38. A <br />3,400 face square foot retaining supports the road up to and over the multi - plate. <br />The retaining wall is reinforced with Tensar geogrid and faced with decorative <br />concrete block. <br />Water Treatment Buildinq <br />A small (10'X10') water treatment building located northwest of Pond C used to add <br />CDPS 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 <br />with 20 feet high walls, 42 feet long and 16feet wide. The other is a four sided <br />structure with 28 foot average height walls, 48.5 feet long and 15.5 feet wide. The <br />four sided structure has a metal roof. <br />Rock Bins <br />Concrete bins located at the B- Bench. The concrete base is 20 feet by 30 feet. The <br />8 foot high walls are 40 -feet long <br />Retaining 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 <br />and 2008. It is lined with steel and has a finished diameter of 10.5 feet. The steel <br />liner was cemented in place. Prior to drilling, the perimeter of the shaft was grouted <br />to minimize water infiltration. Grouting was extensive in the collar area and was <br />reduced when the shaft alignment encountered solid rock. The shaftwas blind bored <br />the entire depth of approximately 500 feet. The cuttings removed from the shaft are <br />considered underground development waste and were therefore hauled to one of the <br />approved gob disposal areas. <br />Emergency Escape System <br />During 2009 the Operator will install an emergency escape system over the Hubbard <br />Creek Shaft. The hoist is 20 -feet long, 8 -feet wide and 9 -feet tall. The hoist <br />foundation consists of six 5.5'X 5.5'16" thick spread footings with 4 -foot tall 18 -inch <br />diameter piers. The head frame has a 20 -foot square base, is 3 -feet by 12 -feet at <br />the top and is 27 -feet tall. The head frame will be bolted to the existing shaft collar. <br />2.05-16- 03/09 <br />
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