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2007-08-17_PERMIT FILE - C1981035A (4)
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2007-08-17_PERMIT FILE - C1981035A (4)
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Entry Properties
Last modified
8/24/2016 3:17:42 PM
Creation date
12/6/2007 11:09:09 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981035A
IBM Index Class Name
PERMIT FILE
Doc Date
8/17/2007
Doc Name
Reclamation Bond Information/Estimates
Section_Exhibit Name
KI Appendix 12
Media Type
D
Archive
Yes
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Permit or other job action :Permit Renewal RN-O- 4 <br />Task description :Haul topsoil/growth medium to Upper Facilities Area <br />HOURLY EQUIPMENT COST <br />Model :Cat 621G <br />Shift basis : 1 perday <br />Cost Breakdown : Job utilization % Horsepower : 365 <br />Ownership cosUhour : $46.76 NA Weight (UST) : 35.55 <br />Operating cosUhour : $76.82 100 Cost data source : (CRG) <br />Operator cost/hour : $24.95 NA <br />Total unit cost/hour : $148.53 Total fleet cost/hour : $148.53 <br />:::: ;,;;;;;;;» :.::.::.::.::.::.:::.::«<:«: ;;;;;;::.;:: ;:.::::::::::::::::::::::::::.:::::::::: <br /> <br />MATERIAL QUANTITIES :::::::::::::::::::::.:: ::::::::::::::::::::::::::.::::::::::::::::::::::::::........... <br />............................. <br />.................................. <br />Initial Swell Loose <br />volume : 1,581 CCY factor : 1.165 volume : 1,842 LCY <br />Source of quantity take-off :1.96 acres X 6" thick (Map C-6 and reclamation plan) <br />Source of estimated swell factor : DRMS estimate <br />• <br />:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::..:...... <br />................................................................. <br />......................... <br />............... <br />HOURLY PRODUCTION <br />Hauling Capacity <br />Scraper Payload (weight) Basis : Scraper Bowl (volume) Basis <br />Material weight : 2,550 pounds/LCY Struck volume : 14.00 LCY <br />Material description : Heaped volume : 20.00 LCY <br />Earth -Dry packed Average volume : 17.00 LCY <br />Rated payload : 48,000 pounds <br />Payload capacity : 18.82 LCY Adjusted capacity : 17.00 LCY *** <br />Cvcle Time (load + haul + spread + return) : Loading time : 2.00 minutes * <br /> Maneuver and spreading time : 0.70 minutes <br />Travel time : ~ l oading time per pair on push-pull models <br />Route Distance (feet) Grade (%) Roll. res.(%) Total res.(%) Velocity (fpm) Travel time (min.) <br />Haul : 500 0.0 5.0 5.0 1,443 0.45 minutes ** <br />Return : 500 0.0 5.0 5.0 2,472 0.20 minutes ** <br />"travel lime adjusted for acceleration and deceleration at load and dump points <br />velocities are max. attainable per total resistance shown, not average Total cycle time 3.35 minutes <br />Job Condition Correction Factors <br />Site altitude (feet) : 7,400 Adiusted Hourlv Production <br />Altitude adjustment factor : 1.00 (Cat HB) Unadjusted unit production : 304.11 LCY/Hour*** <br />Job efficiency factor : 0.83 (1 shiWday) Adjusted unit production : 252.41 LCY/Hour <br /> Adjusted fleet production : 252.41 LCY/Hour <br />Net job correction factor : 0.83 "' 2 times volume on push-pull models <br />............................................................... .................................................. <br />JOB TIME AND COST <br />Fleet size : 1 Scraper(s) Total job time : 7.30 Hours <br />Unit cost : $0.588 /LCY Total job cost : $1,084 <br /> <br />
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