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2011-03-01_REVISION - M1977493 (6)
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2011-03-01_REVISION - M1977493 (6)
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Last modified
6/15/2021 5:47:16 PM
Creation date
3/11/2011 7:44:35 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1977493
IBM Index Class Name
REVISION
Doc Date
3/1/2011
Doc Name
Response to DRMS Preliminary Review
From
Climax Molybdenum
To
DRMS
Type & Sequence
AM6
Email Name
ECS
Media Type
D
Archive
No
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Permit Amend0) Climax Mine , <br />CLIMAX MINE RECLAMATION COST ESTIMATE <br />Financial Reporting Unit Rates <br />Open Pit <br />Assumptions <br />(1) Signs will be placed on 300 foot centers. <br />(2) Moving suitable in-pit materials for tailing reclamation is included on the TSF calculation sheets. <br />(3) Pit Dewatering PS at 2,000 gpm and Pipeline (6,000' of 18" HDPE) per Wheeler not required since 5-Shaft PS will remain post mining. <br />(4) Move suitable in-pit materials for reclamation of TSFs, included elsewhere. <br />(5) Pit Interceptors (North Channel 5,800 ft, South Channel 6,600 ft) per Wheeler February 2010 included elsewhere. <br />Tasks <br />(1) Grade west open pit periphery. From previous state based estimate <br />(2) Haul and spread topsoil at west open pit perimeter. From previous state based estimate <br />(3) Install NO-Trespassing signs where needed. <br />(4) 2,800 ft pipeline to convey interceptor flow to ESC (30" Corrugated HOPE) per Wheeler February 2010. <br />Timing <br />End of Mine Life <br />Total Cost <br />$630,249 <br />Calculations <br />• <br />Task/Area # of Initial. Swell Units Production Onus HreRe Costfunit Total Equip CostfUnit Cost/Unit <br />EQofP Volume Factor Qty q d Equip Cost Labor Total Labor Cost Materials Total Material Cost Total Cost <br />(1) Grade west open pit periphery. <br />CAT D9N Dozer 1 32,267 1.33 42,915 (cy) 158.40 (cy/hr) 270.93 $228.01 $61,774.04 $33.81 $9,158.85 $70 <br />933 <br />(2) Haul and spread topsoil at west open pit perimeter. , <br />CAT 7738 Haul Truck 3 26,900 1.215 32,684 (cy) 231.28 (cy/hr) 141 $215.83 $30,500.19 $30.02 $4,242.20 $34 <br />742 <br />W/ CAT 9886 Loader 1 Trucks Per Loader 3 47 $231.12 $10,887.18 $30.40 $1,432.22 , <br />$12 <br />319 <br />D6H 1 47 $103.24 $4,863.19 $33.81 $1,592.40 , <br />$6 <br />456 <br />12G 1 47 $62.83 $2,959.72 $32.37 $1,524.95 , <br />$4 <br />485 <br />Water Truck 1 47 $69.43 $3.270.28 $30.02 $1,414.07 , <br />$4 <br />684 <br />(3) Place Signs - 500 ft centers around pit perimeter 41 signs $ , <br />16.50 $ 683 $683 <br />(4) 2,80n N cio=line to ESC (30" corrugated HDPE) S495,948 <br /> Hrs Req'd Total Equip Cost Total Labor Cost Total Material Cost Total Cost <br />TOTAL COSTS <br /> $630,249 <br />Exhibit L <br />Feb 2011
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