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_GENERAL DOCUMENTS - C1981017 (216)
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_GENERAL DOCUMENTS - C1981017 (216)
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Last modified
11/2/2020 9:45:06 AM
Creation date
6/19/2012 10:35:19 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981017
IBM Index Class Name
GENERAL DOCUMENTS
Doc Name
Bid Documents (IMP)
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 /> CARBONDALE, COLORADO 81623 <br /> MID-CONTINENT RESOURCES,INC �'''1� TELEPHONE <br /> LAINFIELD <br /> 03) <br /> 3-2581 <br /> WILLOWBROOK ROAD-SUITE <br /> 605210 May 9, 1984 C dd..... EIVED (3910929 TWX <br /> 6894 <br /> TLX <br /> 45-0724 <br /> MINED LAND RECLAMATION DIVIS10!1 <br /> Mr. James Herron Colo. Dept. of Natural Resources <br /> Mined Land Reclamation Division <br /> 423 Centennial Bldg. <br /> 1313 Sherman St . <br /> Denver, Colorado 80203 <br /> Re: Technical Revision - Tunnel to Wash Plant Conveyor System <br /> File No. C-017-81 <br /> Dear Jim: <br /> Following are the answers to your questions of the <br /> adequacy review comments letter of 4/23/84 : <br /> 1. The detailed reclamation cost estimate has been <br /> submitted. <br /> 2 . Topsoil will be placed just above (north) of the main <br /> transfer point (Geo-Hydro Sheet 3 of 7, revised) . Eighteen <br /> inches of topsoil will be removed from the conveyor route and <br /> bin area, totaling 18, 333 cubic yards. Twenty-four inches of <br /> topsoil will be removed from the tunnel face-up area totaling <br /> 2, 222 cubic yards; all this material will be in one stockpile <br /> (20, 555 cubic yards) . <br /> 3 . We are proposing to store the 64, 000 cubic yards of <br /> underground development waste generated by construction of the <br /> new bins and conveyor tunnel at the rock tunnel existing pile. <br /> We are also proposing to deposit an additional 60, 000 cubic <br /> yards of rock waste from the rock tunnel extension : i . e. , the <br /> No. 2 Mine slopes to the west side of Huntsman Ridge. We have <br /> contacted Geo-Hydro to revise the design for the rock tunnel <br /> storage area. They are presently waiting on us as we are try- <br /> ing to finish the engineering design of the proposed tunnel <br /> size, length, etc. This is not as easy as it might sound, as <br /> it involves the proposed future air flow in No . 1 Mine and No. <br /> 2 Mine, as well as the possibility of No. 3 Mine. For this <br /> reason we would request a 30- to 60-days delay on submitting <br /> the pile re-design. <br /> 4. Maps showing pre-mining and postmining contours are <br /> included 82 x 11; they are copies of portions of Sheets 3 of <br /> 7 and 6 of 7. See originals in Geo-Hydro submittal . <br />
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