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PERMFILE56400
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PERMFILE56400
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Entry Properties
Last modified
8/24/2016 10:58:59 PM
Creation date
11/20/2007 5:03:56 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1987028
IBM Index Class Name
Permit File
Doc Date
3/23/1987
Doc Name
FILE M-87-028 LILY MINES ADEQUACY ITEMS
From
COLO QUARRIES INC
To
MLRD
Media Type
D
Archive
No
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4 <br />• ~ r <br />~~ ~ ^III'IIIII I II IIII III <br />.- . colora~o QUarr~es, loc. 999 <br />~y <br />P.B. Boa 1389 <br />CanonCrty, Cutnrado 81717 <br />)383) 715-8894 <br />March 17, 1987 <br />Mined Land Reclamation Division <br />Karen A. Hellner <br />423 Centennial Building <br />1313 Sherman Street <br />Denver, CO 80203-2273 <br />RE: File No. M-87-028, Lily Mines <br />Adequacy Items <br />EXHIBIT B - SITE DESCRIPTION <br />Pictures show existing pit. <br />RECEIiIED <br />M0.R 231981 <br />MINED t.~•U <br />RECLAMATION DIVISION <br />2. Information provided by Soil Conservation Service includes <br />vegetation found at site. <br />LEGAL RIGHT TO ENTER <br />Copy of executed lease provided. <br />EXHIBIT C - MINING PLAN <br />1. As you will notice in the photos there is very little top- <br />soil, and also the pit is situated on a fairly steep hillside. <br />Taking this in consideration I feel it would be most practical <br />to utilize this material as stockpile areas. To stock pile <br />this material in this location I feel it would o::iy create more <br />of aground disturbance on such steep sidehills, whereas if <br />this was used as pads it would be immediately adjacent to the <br />pit, which could be replaced back into the pi'. with the least <br />disturbance. Temporary seeding could be done on outside slopes <br />to help control erosion. <br />2. Crusher site shown on map. <br />3. Rock extraction will require the use of explosives and <br />drilling. As you will notice by the photos there are no struc- <br />tures near the pit. We are also inspected on a regular basis <br />by Mine Safety and Health Administration (MSHA), and are re- <br />quired to comply to their regulations. <br />5. Slope of highwall will be approximately 450. All high walls <br />should be very stable, being required to abide by MSHA regula- <br />tions, in the event we should encounter stability problems, we <br />would probably leave wider benches in these sections. <br />
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