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1992-05-18_REVISION - C1991078
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1992-05-18_REVISION - C1991078
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Last modified
1/21/2021 6:29:35 PM
Creation date
12/21/2009 1:54:21 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1991078
IBM Index Class Name
Revision
Doc Date
5/18/1992
Doc Name
Letter, Application & Public Notice
From
J.E. Stover & Associates
To
DMG
Type & Sequence
TR1
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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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 follows: <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 /> 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 /> Mining Area No. 1 Mining Area No. 2 Pond B <br /> Topsoil Spoil Topsoil Spoil Topsoil <br /> Haul Distance 2400 ' 900, 3600' 3000 ' 300 , <br /> Grade 2 .2% 2.9% 2.7% 2 .5% -6.7% <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 /> • 2.05-171 May 1992 <br /> i <br />
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