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_GENERAL DOCUMENTS - C1981017 (239)
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_GENERAL DOCUMENTS - C1981017 (239)
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Last modified
11/2/2020 10:24:14 AM
Creation date
6/20/2012 11:20:15 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981017
IBM Index Class Name
GENERAL DOCUMENTS
Doc Name
Bid Documents (IMP) 1982 Technical Revisions Rock Tunnel Trash Pile
Permit Index Doc Type
General Correspondence
Media Type
D
Archive
No
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DRMS Re-OCR
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Signifies Re-OCR Process Performed
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MID-CONTINENT RESOURCES, INC. <br /> PRODUCERS OF THE FAMOUS COAL BASIN COKING COAL <br /> BOX 158 <br /> CHICAGO OFFICE CARBONDALE, COLORADO 81623 <br /> TELEPHONE <br /> 105 ADAMS STREET 13031 9 6 3-2 5 81 <br /> CHICAGO 60603 TWX <br /> May 26, 1982 91092968949109296897 <br /> 109296894s1os2ssass <br /> Mr. Jim Herron <br /> Mined Land Reclamation <br /> 1313 Sherman St . '_!f jgb? <br /> Denver, Colorado 80203 <br /> Re : Technical Revision Tunnel Refuse Pile; <br /> Temporary Trommel Screen Rock Disposal <br /> Dear Jim, <br /> We hereby request permission temporarily to dispose of <br /> trommel screen rock on the tunnel refuse pile. <br /> Due to space restrictions on our old coal refuse pile <br /> we need additional space until our new refuse-disposal area <br /> is permitted and constructed (est . June 1983) . <br /> The trommel screen rock is 6" to 10" in dia. (90% roof <br /> rock out of Mines 1, 2 , 3 and 5) . Total trommel screen rock <br /> per month averages 1, 042 tons, or 12 , 500 tons per year (total <br /> that will be added to tunnel fill) . <br /> We will run an analysis on trommel screen rock itself ; <br /> but included in this letter also is the roof rock analysis <br /> from our application. <br /> In Volume 2 , Appendix 11-B-5 Rock Tunnel Project--the <br /> Lincoln-Devore report , Slope Stability Analysis, page 30 I <br /> quote: "The compacted fill will probably behave as a clay. " <br /> and "It is unlikely that the fill itself will ever become <br /> saturated. " Taking these statements into consideration, if <br /> we deposit the trommel screen rock in 1. 0 foot lifts and stop <br /> the lift horizontally 4. 0 feet from the outside of the pile, <br /> then deposit tunnel rock on top, we will have a sandwich <br /> effect that will not only be environmentally sound, but will <br /> have good stability as well . <br /> On page 39 of the Lincoln-Devore report , "A rough cal- <br /> culation of the volume of the fill based on these (Mid- <br /> Continent ' s) sections indicated a potential yardage of about <br /> 500, 000 cubic yards of fill . " <br />
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