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2013-06-12_PERMIT FILE - C1994082 (5)
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2013-06-12_PERMIT FILE - C1994082 (5)
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Last modified
8/24/2016 5:21:22 PM
Creation date
6/27/2013 9:28:40 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1994082
IBM Index Class Name
Permit File
Doc Date
6/12/2013
Section_Exhibit Name
Tab 25 Bonding
Media Type
D
Archive
No
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associated costs related to the worst -case reclamation costs. Estimated costs to reclaim <br />the disturbed area are categorized under the headings of: <br />Direct Costs <br />• Highwall Reduction and Backfilling and Rough Grading <br />• Ripping Tasks <br />• Road Reclamation <br />• Finish Grading <br />• Drainage Control System Installation/Removal <br />• Topsoil Replacement <br />• Borehole Sealing and Facilities Demolition <br />• Revegetation <br />• Misc. Reclamation Tasks <br />• Mobilize/Demobilize Equipment <br />Indirect Costs <br />• Liability Insurance (2.02% of Direct Cost) <br />• Performance Bond (1.05% of Direct Costs) <br />• Job Superintendent (at $39.38/hr) <br />• Profit (10.0% of Direct Costs) <br />Contract Amount (Direct + Indirect Costs) <br />• Engineering Work and Contract/Bid Preparation (4.25% of Contract) <br />• Reclamation Management and Administration (3.25% of Contract) <br />Total Bond Amount (Contract + Engineering + Reclamation Management) <br />RECLAMATION TASKS <br />The following discussions present a general overview of the methodologies used to <br />determine and calculate a worst -case reclamation liability cost. <br />Highwall Reduction and Backfilling and Rough Grading <br />The first major phase in the reclamation of mined land is backfilling and grading the open <br />pits. Although this process is discussed in detail in the Backfilling and Grading Plan <br />found in Tab 20, an unplanned cessation of mining will usually cause some deviation <br />from the original plan. Early cessation generally affects the estimated postmining <br />topography, postmining drainages, and the resulting volumetric calculations. <br />The first step is the determination of volumes. A range diagram is generally the basis for <br />postmine volume calculations. A pit width of 110 feet was used for all pit areas. <br />Postmine slopes can then superimposed on the diagrams. For the sake of continuity, it <br />was estimated that all spoil would be graded towards the open pit at 5H:1 V slopes. All <br />TR -53 2 Revised 05/13 <br />
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