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REV07707
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REV07707
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Entry Properties
Last modified
8/25/2016 1:08:29 AM
Creation date
11/21/2007 9:45:36 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981018
IBM Index Class Name
Revision
Doc Date
10/16/1998
Doc Name
DESERADO MINE TR 48 B SEAM SUBSIDENCE CONTROL PN C-81-018
From
DMG
To
DOC BERRY
Type & Sequence
TR48
Media Type
D
Archive
No
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<br />Memo to Dan Mathews <br />Deserado Mine TR-48, Subsidence <br />page 3 <br />longwall panels which underlie the three unnamed D-Seam panels depicted in <br />outline form on Map 1 19. Therefore, no approval can be granted by the Division <br />for development or extraction associated with those panels. In addition, no <br />decision can be rendered and no approval granted by the Division regarding the <br />acceptability or the impacts of superimposed extraction within the D-Seam and B- <br />Seam, if and when it is proposed. <br />While experience in the D-Seam workings has demonstrated that the general <br />impacts of single seam mining can be controlled by the approved subsidence <br />control plan, the magnitude of vertical subsidence and resulting horizontal strains <br />will be significantly larger and mechanical and hydrologic impacts may require <br />different methodology to control. I repeat, however, that the information provided <br />is adequate to approve the subsidence control plan regarding non-superimposed <br />mining within the D-Seam and B-Seam panels LW-1 B through LW-8B. <br />§III.A.7.d Horizontal Strain Prediction (pages III-14 & III-15) <br />This section ends with a statement that cracks at the surface will tend to fill <br />naturally and rapidly after mining ceases. As I stated above, I believe that cracks <br />within the peripheral area of longwall mining and above the chain pillars may tend <br />to take longer to develop, may be wider and deeper, and will tend to remain open <br />longer, then the more transient cracks directly above the panels. In general this <br />should not be of significant additional concern, and the general mitigation plan of <br />filling them should suffice. I would recommend that particular attention be paid to <br />the area within Scullion Gulch immediately above the southeastern corner of panel <br />LW-1 B. Some gradient reversal requiring minor channel regrading might also be <br />expected at this location. <br />§III.A.7.h Damage Mitigation (page III-20) <br />In nineteen years of observing permit areas effected by subsidence I have yet to <br />witness one head of livestock or wildlife injured by subsidence related impacts. If <br />BME were to implement its ultimate mitigation plan of fencing livestock out of <br />impacted surface lands, I assume the grazing lease holder would require <br />reimbursement for lost grazing potential. BME states that its plan has been <br />provided to the BLM for review. Has BLM provided any comment to BME in regard <br />to this mitigation alternative? <br />Similar to my comments above concerning Scullion Gulch, I would expect the <br />
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