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2009-10-13_PERMIT FILE - C1991078A (3)
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2009-10-13_PERMIT FILE - C1991078A (3)
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Last modified
8/24/2016 3:56:07 PM
Creation date
11/10/2009 10:11:19 AM
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Template:
DRMS Permit Index
Permit No
C1991078A
IBM Index Class Name
Permit File
Doc Date
10/13/2009
Section_Exhibit Name
2.05 Operation and Reclamation Plan
Media Type
D
Archive
Yes
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2.05.4(2)(b) <br />• In round numbers the amount of material, measured in <br />cubic yards, that will be handled to reclaim the mine at the worst <br />case condition is as foll ows: <br /> Topsoil Spoil Spoil Spoil From <br /> From From From Highwall <br /> Stockpile Stockpile Ridges Reduction <br />Area 1 25,000 81,000 56,000 -0- <br />Area 2 75,000 20,000 58,000 89,000 <br />Pond B 14,000 <br />• <br />The 25,000 cubic yards of topsoil in Area 1 repre- <br />sents 18.6 acres of untopsoiled area using the 10 inch topsoil <br />replacement depth. In Mining Area 2 the topsoil replacement depth <br />is 20 inches. The 75,000 cubic yards of topsoil in Area 2 <br />therefore represents 27.9 acres of untopsoiled area. The topsoil <br />in the Pond B area is just that topsoil salvaged during the Pond B <br />construction which represents a disturbed area of about 3 acres. <br />The total area to be topsoiled and reclaimed in this analysis is <br />(18.6 + 27.9 + 3) 49.5 acres. <br />The haul distances for the spoil and topsoil from <br />the stockpiles and the average grade for both are as follows: <br />Topsoil Spoil Topsoil Spoil Topsoi <br />Haul Distance 2400' 900' 3600' 3000' 300' <br />1 <br />Grade 2.28 2.98 2.78 2.58 -6.78 <br />The following discussion forms the basis for the <br />above reclamation estimate: <br />Spoil and Topsoil <br />It will be assumed that an equipment spread of two <br />651E scrapers and one D-9 push cat will be used to haul the spoil <br />and topsoil. Cycle times and productions are as follows. The <br />CY/Hour production figure assumes two scrapers, a 50 minute work <br />hour, a payload of 34.6 cubic yards of topsoil and 34.6 cubic yards <br />of spoil. The cost per cubic yard is calculated using an hourly <br />rate of $150 for the D-9 and $175 for the 651E scrapers. <br />Load/Dump Haul Return Total CY/Hour Cost/CY <br />Topsoil Area 1 1.3 1.6 1.0 3.9 444 1.13 <br />Spoil Area 1 1.3 0.6 0.5 2.4 721 0.69 <br />Topsoil Area 2 1.3 2.2 1.4 4.9 353 1.42 <br />Spoil Area 2 1.3 1.8 1.2 4.3 402 1.24 <br />• 2.05-17i May 1992 <br />
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