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• Access Roads and Light Use Roads in Amendment Area Attachment 2.05.3(3) -10-123 <br />Support Facilities- Buildings .......................Attachment 2.05.3(3) -10-123 <br />Coal Handling Structures .........................Attachment 2.05.3(3) -10-123 <br />Support Facilities and Utility Installations .............Attachment 2.05.3(3) -10-124 <br />...................................Attachment 2.05.3(3) -10-124 <br />Temporary Relocation for CC Company West Lateral DitchAttachment 2.05.3(3) -10-124 <br />Design Details ............................Attachment 2.05.3(3) -10-125 <br />Timing ..................................Attachment 2.05.3(3) -10-126 <br />Temporary Relocation of BB Road ..................Attachment 2.05.3(3) -10-126 <br />Main BB Road Detour Design Details ..........Attachment 2.05.3(3) -10-126 <br />• Other Facility Relocations .........................Attachment 2.05.3(3) -10-130 <br />Special Features -Pit Turn Slot Cut- Amendment Area ..Attachment 2.05.3(3) -10-130 <br />Sediment Pond Slope Stability .....................Attachment 2.05.3(3) -10-131 <br />1.General Pond Information ..................Attachment 2.05.3(3) -10-131 <br />Foundation and Embankment Material Characteristi~A,btachment 2.05.3(3) -10-132 <br />Strength Parameters Used in Slope Stability AnalysiSttachment 2.05.3(3) -10-135 <br />Embankment .............................Attachment 2.05.3(3) -10-135 <br />Foundation ..............................Attachment 2.05.3(3) -10-135 <br />Other Parameters Used in the Slope Stability Analysis <br />..................................Attachment 2.05.3(3) -10-135 <br />Factor of Safety Cases and Results ...........Attachment 2.05.3(3) -10-137 <br />Conclusions ..................Attachment 2.05.3(3) -10-138 <br />n <br />(REVISED 2/00) <br />