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GENERAL39471
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Last modified
8/24/2016 7:58:55 PM
Creation date
11/23/2007 10:11:23 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1981165
IBM Index Class Name
General Documents
Doc Date
3/17/1982
Doc Name
MINE DEVELOPMENT INC NEGLECTED MINE FN 81-165
From
MINE DEVELOPMENT INC
To
MLRB
Media Type
D
Archive
No
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~ III IIIIIIIIIIIII III ~ <br />:~ Ft~C~IV~I~ <br />MINE DEVELOPMENT INC. <br />+ 1288 CR 205 <br />Durango, Colorado MAR 1 Z 1982 <br />CCMINED LAND RECLAMATION <br />March 12, 15~1~' Dept. of Natiral Resource <br />Mr. Mark Loye <br />Reclamation Specialist <br />Mine Land Reclamation Board <br />423 Centennial Building <br />1313 Sherman St.., Denver, CO Re: Mine Development Inc. <br />Neglected Mine File #51-165 <br />Dear Mr. Loyee <br />This letter is in reply to your letter of Dec. 24, 1981 <br />to Mr. Gilbert F. Rindahl. I have used the same method of <br />response as you have, relative to our answers for the stip- <br />ulations. <br />1. In order to contain any leakage that could possibly <br />occur from our vat system, the concrete pad under the <br />tanks will be enclosed by a 16" high cement block berm <br />tied to the base pad with reinforcing steel bars placed <br />in the concrete. The berm and pad are coated with water <br />and acid proof asphalt emulsion, there-by forming a per- <br />fect seal for all joints. <br />In the lowest corner of the pad is a drainage valve <br />where any solutions will collect and may be pumped back <br />into the system or neutralized and disposed of through <br />the normal proceedures. The containment area should <br />hold in excess of 5000 gallons, there-by containing all <br />of the liquid from our largest tank. A schematic draw- <br />ing is enclosed which graphically describes the pad and <br />berm construction. <br />2. As soon as we have any material to submit to you for <br />analysis, this will be done. <br />3. The tailings pond was excavated out of a red shale <br />member of the Cutler formation and provides an excel- <br />lent base rind walls for the pond. This material is <br />very impervious and holds water very well. In addi- <br />tion, a litter of Griffolyn type #BS has been placed <br />in the pond to insure that no seepage will be allowed <br />to reach ttte sub surface. <br />Beneath the' Griffolyn #85 liner we have placed a leak <br />detection pipe. This pipe is 1" polyethelene tubing <br />which is plugged on the end and has perforations in <br />
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