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2015-06-22_PERMIT FILE - C1996083 (2)
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2015-06-22_PERMIT FILE - C1996083 (2)
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Last modified
8/24/2016 6:08:36 PM
Creation date
7/14/2015 7:49:43 AM
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Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
Permit File
Doc Date
6/22/2015
Doc Name
CMWB Final Design, WESTEC Report, June 1996
Section_Exhibit Name
Volume IV Coal Mine Waste Bank Final Design for the mine
Media Type
D
Archive
No
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VOLUME IV <br /> TABLE OF CONTENTS <br /> SECTION PAGE <br /> 1.0 INTRODUCTION....................................................................................................... 1 <br /> 2.0 SITE CONDITIONS ...................................................................................................2 <br /> 2.1 SURFACE CONDITIONS.................................................................................2 <br /> 2.2 SUBUSRFACE CONDITIONS..........................................................................3 <br /> 3.0 DESIGN PARAMETERS............................................................................................5 <br /> 4.0 DESIGN ASPECTS ...................................................................................................6 <br /> 4.1 CONSTRUCTION.............................................................................................6 <br /> 4.1.1 General................................................................................................6 <br /> 4.1.2 Underdrain System..............................................................................7 <br /> 4.1.3 Haul Roads..........................................................................................8 <br /> 4.1.4 Runoff Control Ditches ...................................................................... 10 <br /> 4.1.5 Material Balance/Material Stockpile .................................................. 12 <br /> 4.2 SEDIMENT POND...................................................................................13-13i* <br /> 4.2.1 Hydrology .......................................................................................... 14 <br /> 4.2.2 Sedimentology................................................................................... 15 <br /> 4.2.3 Estimated Sediment Pond Volumes.................................................. 17 <br /> 4.2.4 Sediment Pond Embankment............................................................ 17 <br /> 4.2.5 Sediment Pond Dewatering............................................................... 18 <br /> 4.2.6 Maintenance...................................................................................... 19 <br /> 4.3 SLOPE STABILITY.........................................................................................20 <br /> 4.3.1 Groundwater Conditions....................................................................20 <br /> 4.3.2 Material Properties ............................................................................20 <br /> 4.3.3 Sediment Pond Slope Stability..........................................................22 <br /> 4.3.4 Results...............................................................................................22 <br /> 5.0 RECLAMATION.......................................................................................................24 <br /> 6.0 USE OF THIS REPORT..........................................................................................25 <br /> 7.0 REFERENCES........................................................................................................26 <br /> * The Gob Pile Sediment Pond is also known as `Pond D. As part of TR-43. Pond D was <br /> redesigned and the supporting documentation for the new design is no longer part of this <br /> Volume. The PHC for Pond D is located in Volume 111, pages Exh. 8-17 through 19, the <br /> SEDCAD output is now located in Volume 111, pages 207& 208. The upland runoff areas are <br /> shown on Map 20 in Volume Il. Culverts and ditches have also been redesigned and the design <br /> information is included in Exhibit 8 of Volume 111. <br /> MR-168 i 11/14 <br />
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