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2008-04-22_PERMIT FILE - C1981017 (5)
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2008-04-22_PERMIT FILE - C1981017 (5)
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Entry Properties
Last modified
8/24/2016 3:28:23 PM
Creation date
4/30/2008 9:42:00 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981017
IBM Index Class Name
PERMIT FILE
Doc Date
4/22/2008
Section_Exhibit Name
Chapter II-B Appendix II-B-3 Part 2
Media Type
D
Archive
No
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~~ <br />~'? ~ ~'.L?~'~iTIE~dEi!! P' ~ESQ~163Q~ , 1~~. <br />G't~Gi?UCERS Ur" THE FA".1GUS COAL [iA51N COKING COAL <br />• BVX ?5~ <br />~..H~<.r-t,o orE~ce L•~RDUNDALE, COLORADO 81623 <br />rr~rar+u~+r <br />tG5 AG:•MS STREF:' <br />~4.;:9L'. 25ES: <br />GHrCP ;G tiU5~~~3 <br />p TWX <br />h?a y 2 C, 198 2 910 929 6894 <br />~ 970 929 6897 <br />:sir . Jim Herron ~ ~ '° -- <br />'~?fined Land P~eclamation <br />1313 Sherman St. ~;_;.: I~c~ ,. <br />' Denver, Colorado 80203 - <br />Re: Technical Revision Tunnel Refuse Pile; o!c. G~;(. ,-•-~. _..- • - _' - ~~ <br />Temporary Trommel Screen Rock Disposal " ' ~ ; '~_r.: <br />Dear Jim, <br />jYe 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 />«•e 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 It?roes 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 />j9e will run an analysis on trommel screen rock itself; <br />lout 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 />~~.~e deposit the tro:rmel 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 gill have a sandwich <br />effect that will not only be environmentally sound, but will <br />have good stability a.s well. <br />On page 39 of the Lincoln-Devore report, "A rough cal- <br />culation of the volurie of the fill based on these (:'aid- <br />Continent's) sections indicated a potential yardage of about <br />500,000 cubic yards of fill." <br />57 , . , <br />
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