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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 /> 201 Centennial St..Suite 406 <br /> Glemvood Springs, Colorado 81601 <br /> (303)945-49,% p� , <br /> September 30 , 1986 OCT 1986 <br /> MINED IND RECI Ati,1111 3011a <br /> Crfio. Dept. 01 NJOW'al <br /> RECLAMATION COST ESTIMATION <br /> TUNNEL DISCHARGE PONDS D & E <br /> Tunnel Ponds D & E will be reclaimed after the rock tunnels <br /> are sealed and no further mine discharge will occur from the <br /> tunnel portals . The ponds will be drained, culverts and <br /> overflow pipes will be removed utilizing a backhoe, the <br /> entire area will be backfilled to AOC utilizing a D-8 dozer, <br /> topsoil will be re-distributed, and the area will be re- <br /> vegetated utilizing the 8 ,000 foot elevation seed mixtures . <br /> Total disturbed area of these two ponds is 4 .6 acres , <br /> the total fill cubic yardage for constructing the two ponds <br /> is 13, 350 , and the maximum amount of topsoil to be replaced <br /> is 7 ,420 cu. yds . <br /> The culverts, overflow pipes and any other man made structures <br /> can be dug out and loaded in a dump truck in a maximum of <br /> two working days - 16 hours, <br /> 214 Backhoe - $58 per hr. x 16 = $ 928 <br /> 966 Loader - $68 per hr. x 4 = 272 <br /> Dump Truck (4 yd) - $44 per hr. <br /> x 4 = 176 <br /> TOTAL $1,376 <br /> Backfilling of the two ponds will be accomplished with a D-8 <br /> dozer for an average push distance of 1001 . A D-8 dozer <br /> can push 900 cubic yards per hour at this distance. <br /> 13,370 cu, yds. divided by 900 = 15 hours <br /> Allowing for some uphill grade pushing we should add 5 hours <br /> for a total of 20 hours of dozer time. <br /> 20 hours x $118 � $2 , 360 <br />
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