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2013-01-25_REPORT - C1996083 (2)
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2013-01-25_REPORT - C1996083 (2)
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Last modified
8/24/2016 5:12:23 PM
Creation date
1/29/2013 9:35:12 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
REPORT
Doc Date
1/25/2013
Doc Name
2012 Annual Reclamation Report
From
J.E. Stover & Associates, Inc.
To
DRMS
Permit Index Doc Type
Annual Reclamation Report
Email Name
SLB
SB1
Media Type
D
Archive
No
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Susan Burgmaier <br />-2- January 18, 2013 <br />2003 Disturbance <br />TR -23 Gob Vent Borehole Disturbance <br />TR -25 Terror Creek Exploration Hole Disturbance <br />TR -27 Preparation Plant <br />PR -05 Gob Vent Borehole Disturbance <br />PR -07 B -Seam Portals <br />MR -29 Gob Pile Geotech Holes included in TR -30 Below <br />MR -32 Expand Coverfill Pile <br />Subtotal <br />2004 Disturbance <br />TR -30 Coal Mine Waste Disposal Area <br />MR -32 Rockfall Protection Berm <br />Subtotal <br />2005 Disturbance <br />MR -58 Gob Vent Borehole & Road <br />TR -41 Gob Vent Boreholes & Road <br />MR -61 Gob Vent Hole <br />MR -62 Gob Vent Hole <br />Subtotal <br />2006 Disturbance <br />TR -30 Coal Mine Waste Disposal Area <br />TR -43 Coverfill Borrow Area <br />MR -65 3 Gob Vent Holes <br />MR -67 2 Gob Vent holes <br />Refuse Area Road & Refuse Disposal <br />Subtotal <br />2007 Disturbance <br />TR -43 Covefill Borrow Area <br />TR -44 Gob Pile Expansion <br />MR -78 Seven Gob Vent Holes - Six Constructed <br />MR -75 Geotechnical Hole <br />TR -47, TR -48 Hubbard Creek Shaft <br />Remaining Gob Pile #1 <br />Subtotal <br />2008 Disturbance <br />TR -45 Gob Pile No. 3 <br />TR -52 Drill Sites & Roads (Two Drill Pads) <br />TR -53 Drill Site (HC- 08 -01) <br />Subtotal <br />2.2 <br />4.0 <br />4.8 <br />1.9 <br />4.7 <br />0.0 <br />0.2 <br />17.8 <br />19.4 <br />1.3 <br />20.7 <br />1.9 <br />2.4 <br />0.5 <br />0.5 <br />5.3 <br />15.2 <br />4.0 <br />1.6 <br />1.6 <br />5.7 <br />28.1 <br />0.6 <br />0.6 <br />3.9 <br />0.6 <br />1.2 <br />0.8 <br />7.7 <br />24.8 <br />13.0 <br />0.5 <br />38.3 <br />
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