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REV10252
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REV10252
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Entry Properties
Last modified
8/25/2016 1:13:10 AM
Creation date
11/21/2007 10:10:47 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1986076
IBM Index Class Name
Revision
Doc Date
1/17/1995
Doc Name
FOLLOW UP REVIEW COMMENTS INCAS MINE AMENDMENT AM-002 PN M-86-076
From
DMG
To
DEADWOOD GULCH MINING CO
Type & Sequence
AM2
Media Type
D
Archive
No
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<br />It should be noted that the geotechnical review comments from <br />Allen Sorenson of our Denver Office forwarded to you oa <br />11/28/94 regarding highwall reclamation did not have benefit <br />of knowledge of commitments made in the review correspondence <br />for amendment no. AM-001. Although Mr. Sorenson indicated <br />that it may be possible to allow highwalls "cut in competent <br />rock, with fractures or fracture seta dipping into the <br />highwall face, and not exceeding 25 ft. in height, to be left <br />as permanent reclamation features", such a scheme would appear <br />to represent a reduction in the quality of reclamation below <br />that approved in the existing permit which calls for 2:1 <br />slopes to within 10 ft. of the crest. <br />In order for the Division to allow any change to the existing <br />commitments, it will be necessary for the applicant to <br />adequately demonstrate that the final highwall area is <br />competent per Mr. Sorenson's criteria, that the proposed <br />grading scheme provides the same level of highwall stability <br />as that committed to in the existing approved permit, that the <br />proposed steeper slopes will be no more erosive than slopes <br />presently approved, that loss of topsoil will not occur, and <br />that an equivalent degree of revegetation success can be <br />achieved. Since it does not appear that such a demonstration <br />of stability can be made prior to exposure of the final <br />highwall without an extensive drilling program to determine <br />bedrock fracture frequency and orientation, it is not possible <br />to predict if the proposed open cut highwalls will be stable. <br />The Division feels that the best course of action available at <br />the present time is to adhere to the existing approved <br />highwall backfilling plan and, at the point in time when the <br />final highwall is exposed, the operator can complete a joint, <br />fracture, and fault mapping program on the face of the <br />highwall and, if it can be demonstrated that the final <br />highwall is sufficiently competent to provide a level of <br />stability equivalent to that provided for in the existing <br />permit, the permit can be revised accordingly. <br />As many reclamation commitments are often worked out and <br />finalized in the review correspondence of a particular <br />permitting action, and this correspondence forms an integral <br />part of the final approved permit application package, the <br />Division suggests that DGMC contact our Denver office and <br />obtain a complete copy of the Incas Mine file, including all <br />correspondence generated during review of the original <br />application and the first amendment made to the original <br />permit. The Division feels it is important that all mine <br />operators who have acquired a reclamation permit via transfer <br />of an existing permit become familiar with all specific <br />requirements of the existing approved mining and reclamation <br />plan. <br /> <br />4 <br />
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