2010-05-07_PERMIT FILE - C2009087A ‎(38)‎

• Permit No: C2009087A
• IBM Index Class Name: Permit File
• Doc Date: 5/7/2010
• Doc Name: Estimated Reclamation Cost
• Section_Exhibit Name: Exhibit 3.02.2-E1 Estimated Reclamation Cost
• Media Type: D
• Archive: Yes

sheet 1 of 2
CIRCES Cost Estimatina Software
TRUCK/LOADER TEAM WORK
Task #
Date
User
Agency or organization name Division Of Reclamation, Mining And Safety
052 State : Colorado Permit/job # : C2009 - 087
0311612010 County : Routt Abbreviation : none
JHB Site Peabody Sage Creek Mine Filename : C087 -052
Permit or other job action : New application
Task description : Haul backtill mat. from Coal Handling Facilities to portal f.u.
HOURLY EQUIPMENT COST Shift basis: 1 per day
�Eouioment Description
Truck/loader team -Truck :
-Loader
Cat 769D
CAT 988G (2005)
Support equipment -Load area
-Dump area
Cat D10R - 10SU (2005)
NA
Road maintenance -Motor grader:
-Water truck:
NA
Water Tanker, 10,000 Gal.
Cost Breakdown :
Truck/Loader Work Team
Truck Loading Tool
Support Equipment
Load Area Dump Area
Road Maintenance Equipment
Motor Grader Water Truck
Import data filename :
truck2
loader
dozer
NA
NA
misctruk
% Utilization-machine:
90
100
100
NA
NA
25
- Ripper attachment:
NA
NA
20
NA
NA
NA
Ownership cost/hour:
$52.27
$62.60
$76.61
NA
NA
$62.58
Operating cost/hour :
$62.53
$76.38
$128.30
NA
NA
$21.28
Ripper op. cost/hour :
NA
NA
$0.00
NA
NA
$0.00
Operator cost/hour:
$22.29
$38.72
$38.54
NA
NA
$38.70
Unit subtotals :
Number of units :
$137.10
$177.70
$243.45
NA
NA
$122.56
4
2
1
0
0
1
Group subtotals :1
Work: $903.79
Support : $243.45
Maintenance : $122.56
Total work team cost/hour: $1,269.79
MATERIAL QUANTITIES
Initial Swell Loose
volume: 258,832 CCY factor : 1.125 volume: 291,186 LCY
Source of quantity take -off : Map 2.05.3 MIA, volume of face -up, % of disturbance
Source of estimated swell factor Caterpillar Handbook 40th edition
Material purchase cost: $0.00 /LCY Total cost: $0
„
HOURLY PRODUCTION
T
Truck Capacity:
Truck Payload (weight) Basis: Truck Bed (volume) Basis:
Material weight:
2,650 pounds /LCY
Struck volume :
21.60
LCY
Descr.: Decomposed rock - 25% Rock, 75% Earth
Heaped volume:
Average volume:
31.70
26.65
LCY
LCY
Rated payload : 82,000 pounds
Payload capacity :
30.94 LCY
Adjusted volume':
30.94
LCY
Final truck volume based
on number of loader passes :
27.06
LCY
'truck volume adjusted to not exceed
rated payload or heaped volume
Loading Tool Capacity:
Job Condition Corrections:
Site altitude (ft.) :
6,800
Rated capacity (nom. heaped) :
8.200 LCY
Truck
Loader
Source
Descr.: Blasted rock - avg. blasted (75 - 90 %)
Altitude adj. :1 1.000
1 1.000
(Cat HB)
Bucket fill factor :
0.825
Job efficiency : 0.830
1 0.830
(1 shift/day)
Net correction :1 0.830
1 0.830
Adjusted bucket capacity : 6.765 LCY