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APPCOR12410
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APPCOR12410
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Entry Properties
Last modified
8/24/2016 6:32:48 PM
Creation date
11/19/2007 2:30:21 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
Application Correspondence
Doc Date
2/19/1997
Doc Name
BOWIE NO 2 MINE NEW PERMIT APPLICATION PN C-96-083 RECLAMATION COST ESTIMATE
From
J E STOVER & ASSOC
To
DMG
Media Type
D
Archive
No
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02=19-1997 04:56PM FRGM J. E. STOVER 8 RSSOCIRTES TO DMG <br />J. ~~STOVER & ASSOCIAT~ <br />n6a coIVIPAS9 aRivs, stnrg lol <br />GRAND JIINCrION, COLORADO 81306 <br />PHONE: (970) ILSI101, FAX Z{Z-791M <br />!~~ aSO.~rATrOI'r <br />VIA FACSII-ffi.E TRANSMITTAL <br />Page 1 of6 <br />February 19, 1997 <br />Susan L. Burgmaier <br />Division ofMmetaL4 & Geology <br />1313 Sherman St., Room 215 <br />Denier, CO 80203 <br />Re: Bowie No. 2 Mine; New Permit Application; Permit C-96-083 <br />Reclamation Cost Estimate <br />Dear Mr. Berry: <br />. P.01 <br />iil Illlllilllllllll <br />999 <br />The DMG's letter dated February 18, 1997 requested additional information to wmplete its <br />estimate of the reclamation cost for the Bowie No. 2 Mme. Following is the requested <br />information: <br />1. Construction of the haul road will require the excavation of approrimately 215,856 cubic <br />yards. We estimate 25% (53,964 c.yJ ofthis material will be utilized to reclaim and <br />narrow the road. <br />2. Enclosed is an Estimating Form (Task 1) which presents the revised quamtitie9 which will <br />be required to back5ll the faa7ities area, conveyor wrridor and track loadout. <br />The Cat handbook projects an S25C compactor can wmpact 1283 whit yards per hour <br />utilizing 3 machine passes, with an 8 inch lift thickness traveling at an average speed of 4 <br />mph. I believe this would achieve the requited coanpaction regwremeat which is 85% of <br />modified proctor. You need to balance this production with your material handling <br />production. I suspect that your materiel handling equipmetrt Production wtll be less than <br />1283 cubic yards per hour so only one compactor wall be required. Don't forget a water <br />truck since We material wmpaction specdication requires at or above optimum moisture. <br />4. Field testing would be performed by a full time technician. Enclosed is a quotation from <br />WESTEC which ptrnides s technician, transpottabon, lab and lab equipmem (including <br />nuclear gauge). The cost is 563.00 per hour. You shouts be able to apply this hourly cost <br />to the number of hours the material handling Beet works. I do not know if proctor tests <br />are included in this hourly cost. Enclosed is a copy of a WF.STEC laboratory fee <br />schedule. A modified proctor, method C, wets 5145.00. Proctor tests are performed if <br />material characteristics change during a project. I would aswme no more them Sve <br />proctor testa would be required. <br />
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