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PERMFILE106811
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PERMFILE106811
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Entry Properties
Last modified
8/24/2016 9:59:25 PM
Creation date
11/24/2007 2:17:11 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980005A
IBM Index Class Name
Permit File
Doc Date
1/26/2005
Section_Exhibit Name
Tab 12 Operation Plan
Media Type
D
Archive
Yes
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4.14.2(4) Steep Slopes. Peabody Opal Oompany does not corrhlct surface • <br />coal mining operations on steep slopes as defined in the <br />regulations. <br />2.05.4(2) Final GYading aril GYaded Surface Preparation. Proper grading <br />4.06.4(1) will restore a diverse topography similar in appearance to the <br />4.14.2(5) praminina topography (see FSdiibit 12-9 Postrnine Contour Map). <br />Hackfilling, grading aryl graded surface preparation will be <br />performed in a manner that reduces subsidence, slippage or <br />mass wasting of slopes. Where potential slippage problem <br />areas or excessive amg~action problems are identified that may <br />affect vegetative development, the regraded spoil will be <br />ripped on the contour prior to topsoil replacement. Surface <br />preparation operations, will be done along the contour to <br />minimize erosion ar)3 maximize the effectiveness of the <br />treatment. If operations on steeper slopes present safety <br />problems to operators, then grading will be done in a <br />direction other than generally parallel to the contour. <br />4.05.4 E~ahemeral Stream Channels. On F7d~ibit 12-9, Postmine Contour <br />4.14 Map, is the location of several of the major ephemeral stream <br />channels that drain into the Wadge Tmrrvinr7rmnt, 'j}~e Q.[[,~ <br />requested additional information be provided on the <br />restoration of posGaine drainages. Much of the dist~bance at <br />the Seneca II Mine has progressed over a period of years; such <br />that, different portions of the drainage channels are in <br />different stages of disturbance or reclamation during the life <br />of mine. This mine disturbance acts as a retardant during the <br />active mining years by providing a longer path for the <br />drainage and reducirg the peak of the inflow hydrographs. All <br />control structures were designed for worst case oorxiitions as <br />specified in CMLRB's Regulations. 'thus, all calimr~.+t control <br />structures are designed for the peak flows in the premine or <br />postmine condition. <br />12-58 Revised 8/27/86 • <br />
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