DRC-2024-006724

e,ENERGYFUELS
August 26, 2024
VIA OVERNIGHT DELIVERY
Mr. Doug Hansen
Div of wa3 ,e Manag;amMt
and Radiation Control
UG 2 9 2024
Director, Division of Waste Management and Radiation Control
Utah Department of Environmental Quality
195 North 1950 West
Salt Lake City, UT 84116
Re: Energy Fuels Resources (USA) Inc. ("EFRI")
State of Utah Radioactive Material License No. UT1900479
Energy Fuels Resources (USA) Inc.
225 Union Blvd. Suite 600
Lakewood, CO, US , 80228
303 974 2140
www .energyfu e ls .com
White Mesa Mill, Blanding, Utah License Condition Number 9.5 -Surety Update
Dear Mr. Hansen :
Pursuant to License Condition No. 9.5 of State of Utah Radioactive Material License No . UT 1900479,
please find enclosed two (2) copies, and two (2) CDs containing an electronic word searchable copy of the
revised reclamation and decommissioning cost estimate in support of the surety bond on the White Mesa
Mill.
The attached is Revision 5 .1 B-09, which was revised in response to Division of Waste Management and
Radiation Control ("DWMRC") comments. Revision 5.lB-09 contains minor modifications to Revision
5. lB-08, which was submitted in March 2024 .
The attached reclamation estimate is based on Revision 5. lB of the Reclamation Plan, submitted to the
DWMRC in in February 2018. The revised reclamation estimate and surety amount in Revision 5 .lB-09
is $24,873,301, which is an increase of $1 ,047 ,865 from the current, approved, surety amount of
$23,825,436. The increase is primarily due to increases in fuel, labor , and rental equipment costs. This
update is designated Revision 5. lB-09 and should replace both the March 2024 submittal as well as
Attachment C in its entirety .
Please contact me if you have any questions or require any further information on the revised reclamation
and decommissioning cost estimate.
Yours very truly,
ENERGY FUELS RESOURCES (USA) INC.
Kf'~ )/;-£i.-,0_
Kathy Weinel
Director, Regulatory Compliance
cc : Mark Chalmers
Dave Frydenlund
Julia Hoffineier
Logan Shumway
Harold Roberts
Scott Bakken
Nate Bennett
DRC-2024-006724
xn ~
,_,,.C:£NERGYFUELS
August 26, 2024
VIA OVERNIGHT DELIVERY
Mr. Doug Hansen
Director, Division of Waste Management and Radiation Control
Utah Department of Environmental Quality
195 North 1950 West
Salt Lake City, UT 84116
Re: Energy Fuels Resources (USA) Inc. ("EFRI")
State of Utah Radioactive Material License No. UT1900479
Energy Fuels Resources (USA) Inc.
225 Union Blvd. Suite 600
Lakewood, CO, US, 80228
303 974 2140
www.energyfuels.com
White Mesa Mill, Blanding, Utah License Condition Number 9.5 -Surety Update
Dear Mr. Hansen:
Pursuant to License Condition No. 9.5 of State of Utah Radioactive Material License No. UT 1900479,
please find enclosed two (2) copies, and two (2) CDs containing an electronic word searchable copy of the
revised reclamation and decommissioning cost estimate in support of the surety bond on the White Mesa
Mill.
The attached is Revision 5.1B-09, which was revised in response to Division of Waste Management and
Radiation Control ("DWMRC") comments. Revision 5.1B-09 contains minor modifications to Revision
5.18-08, which was submitted in March 2024.
The attached reclamation estimate is based on Revision 5 .1 B of the Reclamation Plan, submitted to the
DWMRC in in February 2018. The revised reclamation estimate and surety amount in Revision 5.1B-09
is $24,873,301, which is an increase of $1,047,865 from the current, approved, surety amount of
$23,825,436. The increase is primarily due to increases in fuel, labor, and rental equipment costs. This
update is designated Revision 5.18-09 and should replace both the March 2024 submittal as well as
Attachment C in its entirety.
Please contact me if you have any questions or require any further information on the revised reclamation
and decommissioning cost estimate.
Yours very truly,
ENERGY FUELS RESOURCES (USA) INC.
K~ X ~Vv{_
Kat by Weinel
Director, Regulatory Compliance
cc: Mark Chalmers
Dave Frydenlund
Julia Hoffmeier
Logan Shumway
Harold Roberts
Scott Bakken
Nate Bennett
• e,ENERGYFUELS
Attachment C
Energy Fuels Resources (USA) Inc.
225 Union Blvd. Suite 600
Lakewood, CO, US, 80228
303 974 2140
www.enerevfuels.com
White Mesa Mill Reclamation Plan
Revision 5.lB -09
Revised Cost Estimates
For
Reclamation
ofthe
White Mesa Mill and Tailings
Management System
July 2024
State of Utahlle.(2) Byproduct Material License# UT1900479
Cost Summary
White Mesa Mill Reclamation Cost Estimate
Revision 5.1 B -08
March 2024
Mobilization
Office Facilities
Mill Decommissioning
Cell 1
Cell2
Cell 3
Cell4A
Cell4B
Management I Legal Support
Miscellaneous
Subtotal Direct Costs
Profit Allowance
Contingency
Licensing & Bonding
UDEQ Contract Administration
Engineering Design Review
Contractors Equipment Floater
Automobile and General Liability Insurance
Long Term Care Fund
Total Reclamation
Revised Bond Amount
8/22/2024 -7:46 AM -WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
10.00%
25.00%
2.00%
4.00%
2.25%
$60,650
$125,126
$2,871,522
$1,598,260
$1,222,224
$2,023,145
$1,651,663
$1,184,777
$2,755,515
$2,771,433
$16,264,315
$1,626,431
$4,066,079
$325,286
$650,573
$365,947
$105,930
$336,000
$1,132,740
$24,873,301
$24,873,301
Energy Fuels Resources (USA) Inc.
White Mesa Mill
Mill Decommissioning
MILL DECOMMISSIONING
Mill Building Demolition
Resource Description
Mechanics
Laborers
Small Tools
Cat 740 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 37 4F Excavator
Cat 374F Excavator Operator
Linkbelt 470 Trackhoe w/metal Shears
Linkbelt 470 Trackhoe Operator
65 Ton Crane
65 Ton Crane Operator
40 Ton Crane
40 Ton Crane Operator
Concrete Removal
Total Mill Building Demolition
Ore Feed Demolition
Resource Description
Mechanics
Laborers
Small Tools
Cat 740 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 374F Excavator
Cat 374F Excavator Operator
Linkbelt 470 Trackhoe w/metal Shears
Linkbelt 470 Trackhoe Operator
40 Ton Crane
40 Ton Crane Operator
Total Ore Feed Demolition
SX Building Demolition
Resource Descri ption
Mechanics
Laborers
Small Tools
Cat 740 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 374F Excavator
Cat 374F Excavator Operator
Linkbelt 470 Trackhoe w/metal Shears
Linkbelt 470 Trackhoe Operator
65 Ton Crane
65 Ton Crane Operator
40 Ton Crane
40 Ton Crane Operator
Asbestos Removal
Concrete Removal
Total SX Building Demolition
CCD Circuit Removal
Resource Description
Mechanics
Laborers
Small Tools
Cat 740 Haul Truck
Truck Drivers
8/22/2024WMM Rec Plan Est Rev 5.18 -09 July 2024 Rev 01
MILL DECOMMISSIONING
Units Cost/Unit Task Units
hrs $19.15 640
hrs $20.70 320
hrs $1.76 960
hrs $130.94 640
hrs $25.70 640
hrs $195.22 160
hrs $31.41 160
hrs $172.90 160
hrs $34.76 160
hrs $200.10 160
hrs $34.76 160
hrs $117.94 160
hrs $37.48 160
hrs $86.01 80
hrs $37.48 80
sf $3.30 37.500
Units Cost/Unit Task Units
hrs $19.15 64
hrs $20.70 32
hrs $1.76 96
hrs $130.94 64
hrs $25.70 64
hrs $195.22 16
hrs $31.41 16
hrs $172.90 16
hrs $34.76 16
hrs $200.10 16
hrs $34.76 16
hrs $86.01 0
hrs $37.48 0
Units Cost/Unit Task Units
hrs $19.15 320
hrs $20.70 160
hrs $1.76 480
hrs $130.94 320
hrs $25.70 320
hrs $195.22 80
hrs $31.41 80
hrs $172.90 80
hrs $34 .76 80
hrs $200.10 80
hrs $34.76 80
hrs $117.94 0
hrs $37.48 0
hrs $86.01 0
hrs $37 .48 0
sf
sf $3 .30 55.970
Units Cost/Unit Task Units
hrs $19.15 120
hrs $20.70 60
hrs $1.76 180
hrs $130.94 120
hrs $25.70 120
Task Cost
$12.254
$6,625
$1 ,689
$83 ,800
$16.450
$31.235
$5.026
$27.663
$5.562
$32.016
$5.562
$18,870
$5,997
$6,881
$2.998
$123.750
$386,378
Task Cost
$1 ,225
$663
$169
$8 ,380
$1 ,645
$3 ,124
$503
$2 ,766
$556
$3.202
$556
$0
$0
$22,788
Task Cost
$6.127
$3 ,313
$845
$41 ,900
$8 ,225
$15.618
$2 ,513
$13.832
$2.781
$16 ,008
$2.781
$0
$0
$0
$0
$1.000
$184.701
$299,642
Task Cost
$2 ,298
$1 ,242
$317
$15.712
$3.084
Hr/ Day
Hr/ Day
Hr/ Day
Hr/ Day
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
0
0
8
8
8
8
8
8
8
8
8
8
8
0
0
0
0
8
8
8
8
8
Days Crew No.
20 4
20 2
20
20 4
20 4
20 1
20 1
20 1
20 1
20 1
20 1
20 1
20 1
20 0.5
20 0.5
Days Crew No.
2 4
2 2
2
2 4
2 4
2
2 1
2 1
2 1
2 1
2 1
0 0
0 0
Days Crew No.
10 4
10 2
10
10 4
10 4
10 1
10 1
10 1
10 1
10 1
10 1
10 0
10 0
10 0
10 0
Days Crew No.
5 3
5 1.5
5
5 3
5 3
Energy Fuels Resources (USA) Inc.
White Mesa Mill
Cat 988 Loader
Cat 988 Loader Operator
Cat 37 4F Excavator
Cat 37 4F Excavator Operator
Linkbelt 470 Trackhoe w/metal Shears
Linkbelt 470 Trackhoe Operator
65 Ton Crane
65 Ton Crane Operator
40 Ton Crane
40 Ton Crane Operator
Concrete Removal
Total CCD Circuit Removal
Sample Plant Removal
Resource Descripti on
Mechanics
Laborers
Small Tools
Cat 740 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 365 Excavator
Cat 365 Excavator Operator
Linkbelt 470 Trackhoe w/metal Shears
Linkbelt 470 Trackhoe Operator
40 Ton Crane
40 Ton Crane Operator
Concrete Removal
Total Sample Plant Removal
Temporary Storage Building Removal
Resource Descriptlon
Laborers
Small Tools
Cat 740 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Concrete Removal
Total Temporary Storage Building Removal
Truck Shop Removal
Resource Descri ption
Mechanics
Laborers
Small Tools
Cat 740 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 374F Excavator
Cat 374F Excavator Operator
Linkbelt 470 Trackhoe w/metal Shears
Linkbelt 470 Trackhoe Operator
40 Ton Crane
40 Ton Crane Operator
Concrete Removal
Total Truck Shop Removal
Boiler Demolition
Resource Description
Mechanics
Laborers
Small Tools
Cat 740 Haul Truck
B/22/2024WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
sf
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
sf
Units
hrs
hrs
hrs
hrs
hrs
hrs
sf
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
sf
Units
hrs
hrs
hrs
hrs
MILL DECOMMISSIONING
$195.22 30
$31.41 30
$172.90 30
$34 .76 30
$200.10 30
$34.76 30
$117.94 30
$37.48 30
$86.01 15
$37.48 15
$3.30 15,000
Cost/Unit Task Units
$19.15 32
$20.70 16
$1.76 48
$130.94 32
$25.70 32
$195.22 8
$31.41 8
$172.90 8
$34.76 8
$200.10 8
$34.76 8
$86.01 0
$37.48 0
$3.30 4 ,200
Cost/Unit Task Units
$20.70 8
$1 .76 8
$130.94 2
$25.70 2
$195.22 2
$31.41 2
$1 .25 600
Cost/Unit Task Units
$19.15 32
$20.70 16
$1.76 48
$130.94 24
$2.5.70 24
$195.22 8
$31.41 8
$172.90 8
$34.76 8
$200.10 8
$34.76 8
$86.01 0
$37.48 0
$3.30 4 ,200
Cost/Unit Task Units
$19.15 160
$20.70 80
$1.76 240
$130.94 160
$5,857
$942
$5 ,187
$1,043
$6 ,003
$1,043
$3 ,538
$1.124
$1,290
$562
$49,500
$98,743
Task Cost
$613
$331
$84
$4 ,190
$823
$1 ,562
$251
$1 ,383
$278
$1 ,601
$278
$0
$0
$13 ,860
$25,254
Task Cost
$166
$14
$262
$51
$390
$63
$750
$1,696
Task Cost
$613
$331
$84
$3,142
$617
$1 ,562
$251
$1 ,383
$278
$1 ,601
$278
$0
$0
$13 ,860
$24,001
Task Cost
$3,063
$1,656
$422
$20 ,950
Hr/ Day
Hr/ Day
Hr/ Day
Hr/ Day
6
6
6
6
6
6
6
6
3
3
8
8
8
8
8
8
8
8
8
8
8
0
0
8
8
2
2
2
2
8
8
8
8
8
8
8
8
8
8
8
0
0
8
8
8
8
Days
5
5
5
5
5
5
5
5
5
5
1
1
1
1
1
1
1
1
1
1
1
1
1
Crew No .
4
2
4
4
1
1
1
1
1
1
1
1
Days Crew No .
1 1
1 1
1 1
1 1
1 1
1 1
Days Crew No
1 4
1 2
1
1 3
1 3
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Days Crew No ,
5 4
5 2
5
5 4
Energy Fuels Resources (USA) Inc.
While Mesa Mill
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 374F Excavator
Cat 374F Excavator Operator
Linkbelt 470 Trackhoe Operator
Linkbelt 470 Trackhoe w/metal Shears
65 Ton Crane
65 Ton Crane Operator
40 Ton Crane
40 Ton Crane Operator
Concrete Removal
Total Boiler Demolition
Vanadium Oxidation Circuit Removal
Resource De scription
Mechanics
Laborers
Small Tools
Cat 740 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 374F Excavator
Cat 37 4F Excavator Operator
Linkbelt 470 Trackhoe Operator
Linkbelt 470 Trackhoe w/metal Shears
65 Ton Crane
65 Ton Crane Operator
40 Ton Crane
40 Ton Crane Operator
Concrete Removal
Total Vanadium Oxidation Circuit Removal
Main Shop/Warehouse Demolition
Resource Descriptlon
Mechanics
Laborers
Small Tools
Cat 740 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 37 4 Excavator
Cat 37 4 Excavator Operator
Linkbelt 470 Trackhoe Operator
Linkbelt 470 Trackhoe w/metal Shears
Asbestos Removal
Concrete Removal
Total Main Shop/Warehouse Demolition
Decon Pads (2) Demolition
Resource Descri ption
Mechanics
Laborers
Small Tools
Cat 740 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 374F Excavator
Cat 374F Excavator Operator
Linkbelt 470 Trackhoe Operator
Linkbelt 470 Trackhoe w/metal Shears
8/22/2024WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
sf
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
sf
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
sf
sf
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
MILL DECOMMISSIONING
$25.70 160
$195.22 40
$31.41 40
$172.90 40
$34.76 40
$200.10 40
$34.76 40
$117.94 0
$37.48 0
$86.01 0
$37.48 0
$3 .30 2,900
Cost/Unit Task Units
$19.15 64
$20 .70 32
$1 .76 96
$130.94 64
$25 .70 64
$195.22 16
$31.41 16
$172.90 16
$34.76 16
$200.10 16
$34.76 16
$117.94 0
$37.48 0
$86.01 0
$37.48 0
$3.30 1,200
Cost/Unit Task Units
$1 9.15 128
$20 .70 64
$1.76 192
$130.94 128
$25.70 128
$195.22 32
$31.41 32
$172.90 32
$34.76 32
$200.10 32
$34 .76 32
$3.30 19 ,300
Cost/Unit Task Units
$19.15 64
$20.70 32
$1.76 96
$130.94 64
$25.70 64
$195.22 16
$31.41 16
$172.90 16
$34.76 16
$200.10 16
$34.76 16
$4 ,113
$7 ,809
$1 ,256
$6 ,916
$1 ,391
$8 ,004
$1 ,391
$0
$0
$0
$0
$9 ,570
$66,541
Task Cost
$1,225
$663
$169
$8,380
$1,645
$3 ,124
$503
$2 ,766
$556
$3 ,202
$556
$0
$0
$0
$0
$3 ,960
$26,748
Task Cost
$2 ,451
$1 .325
$338
$16,760
$3,290
$6,247
$1,005
$5 ,533
$1,112
$6.403
$1,112
$24,760
$63,690
$134,027
Task Cost
$1,225
$663
$169
$8 ,380
$1 ,645
$3 ,124
$503
$2 ,766
$556
$3 ,202
$556
Hr/ Day
8
8
8
8
8
8
8
0
0
0
0
8
8
8
8
8
,8
8
8
8
8
8
0
0
0
0
Hr/ Day
8
8
8
8
8
8
8
8
8
8
8
Hr/ Day
8
8
8
8
8
8
8
8
8
8
8
5
5
5
5
5
5
5
5
5
5
5
4
Days Crew No .
2 4
2 2
2
2 4
2 4
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
Days Crew No
4 4
4 2
4
4 4
4 4
4 1
4 1
4 1
4 1
4 1
4 1
Days Crew No
2 4
2 2
2
2 4
2 4
2 1
2 1
2 1
2 1
2 1
2 1
Energy Fuels Resources (USA) Inc.
White Mesa Mill
Concrete Removal
Total Decon Pads (2) Demolition
Office Building Demolition
Resource Description
Mechanics
Laborers
Small Tools
Cat 740 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 374F Excavator
Cat 374F Excavator Operator
Linkbelt 470 Trackhoe Operator
Linkbelt 470 Trackhoe w/metal Shears
Asbestos Removal
Concrete Removal
Total Office Building Demolition
Septic Tanks and Drain Fields
Resource Description
Mechan ics
Laborers
Small Tools
Cat 740 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 37 4F Excavator
Cat 374F Excavator Operator
Linkbelt 470 Trackhoe Operator
Linkbelt 470 Trackhoe w/metal Shears
Total Septic Tanks and Drain Fields
Misc. Tankage & Spare Parts Removal
Resource Description
Mechanics
Laborers
Small Tools
Cat 740 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 374F Excavator
Cat 374F Excavator Operator
Linkbelt 470 Trackhoe Operator
Linkbelt 470 Trackhoe w/metal Shears
Total Misc. Tankage & Spare Parts Removal
!sf
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
sf
sf
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
h rs
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
Alternate Feed Circuit and Reagent Storage Building
Resource Descri ption Units
Mechanics hrs
Laborers hrs
Small Tools hrs
Cat 740 Haul Truck hrs
Truck Drivers hrs
Cat 988 Loader hrs
Cat 988 Loader Operator hrs
Cat 374F Excavator hrs
Cat 374F Excavator Operator hrs
Linkbelt 470 Trackhoe Operator hrs
812212024WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
MILL DECOMMISSIONING
$3.30! 1,350!
Cost/Unit Task Units
$19.15 96
$20.70 48
$1.76 144
$130.94 96
$25.70 96
$195.22 24
$31.41 24
$172.90 24
$34.76 24
$200.10 24
$34.76 24
$1.25 12 ,100
Cost/Unit Task Units
$19.15 0
$20.70 16
$1.76 16
$130.94 16
$25.70 16
$195.22 8
$31.41 8
$172.90 8
$34.76 8
$200.10 0
$34.76 0
Cost/Unit Task Units
$19.15 48
$20.70 24
$1.76 72
$130.94 48
$25.70 48
$195.22 12
$31.41 12
$172.90 12
$34.76 12
$200.10 12
$34.76 12
Cost/Unit Task Units
$19.15 48
$20.70 48
$1.76 96
$130.94 48
$25.70 48
$195.22 36
$31.41 36
$172.90 36
$34.76 36
$200.10 48
$4,455 1
$27,243
Task Cost
$1 .838
$994
$253
$12.570
$2.468
$4,685
$754
$4.150
$834
$4,802
$834
$103 ,920
$15 ,125
$153,227
Task Cost
$0
$331
$28
$2.095
$411
$1,562
$251
$1,383
$278
$0
$0
$6,340
Task Cost
$919
$497
$127
$6 ,285
$1 ,234
$2 ,343
$377
$2 ,075
$417
$2.401
$417
$17,091
Task Cost
$919
$994
$169
$6 285
$1,234
$7,028
$1,131
$6,224
$1,251
$9,605
Hr/ Day Days Crew No
8 3 4
8 3 2
8 3
8 3 4
8 3 4
8 3 1
8 3 1
8 3 1
8 3 1
8 3 1
8 3 1
Hr/ Day Days Crew No
8 1 0
8 1 2
8 1
8 1 2
8 1 2
8 1 1
8 1 1
8 1 1
8 1 1
8 1 0
8 1 0
Hr/ Day Days Crew No .
6 4 2
6 4 1
8 4
6 4 2
6 4 2
3 4 1
3 4 1
3 4 1
3 4 1
3 4 1
3 4 1
Hr/ Day Days Crew No .
8 3 2
8 3 2
8 3
8 3 2
8 3 2
6 3 2
6 3 2
6 3 2
6 3 2
8 3 2
Energy Fuels Resources (USA) Inc
White Mesa Mill
MILL DECOMMISSIONING
Linkbelt 470 Trackhoe w/metal Shears hrs
Concrete Removal sf
Total Alternate Feed Circuit and Reagent Storage Building
Mill Yard Decontamination
Resource Descri ption
Cat 627 Scraper
Cat 627 Scraper Operator
Cat D8T Dozer With Ripper
Cat D8T Dozer Operator
Cat D7 Dozer
Cat D7 Dozer Operator
8,000 gal Water Truck
8,000 gal Water Truck Operator
Cat 140H Motorgrader
Cat 140H Motorgrader Operator
Total Mill Yard Decontamination
Ore Storage Pad Decontamination
Resource Descri ption
Cat 627 Scraper
Cat 627 Scraper Operator
Cat D8T Dozer With Ripper
Cat D8T Dozer Operator
Cat D7 Dozer
Cat D7 Dozer Operator
8,000 gal Water Truck
8,000 gal Water Truck Operator
Cat 140H Motorgrader
Cat 140H Motorgrader Operator
Total Ore Storage Pad Decontamination
Equipment Storage Area Cleanup
Resource Descri ption
Cat 627 Scraper
Cat 627 Scraper Operator
Cat D8T Dozer With Ripper
Cat D8T Dozer Operator
Cat D7 Dozer
Cat D7 Dozer Operator
8,000 gal Water Truck
8,000 gal Water Truck Operator
Cat 140H Motorgrader
Cat 140H Motorgrader Operator
Total Equipment Storage Area Cleanup
Revegetate Mill Yard & Ore Pad
Resource Descri ption
Cat 627 Scraper
Cat 627 Scraper Operator
Cat D8T Dozer With Ripper
Cat D8T Dozer Operator
Cat D7 Dozer
Cat D7 Dozer Operator
Cat 140H Motorgrader
Cat 140H Motorgrader Operator
Seed Mix
Seed Application
Total Revegetate Mill Yard & Ore Pad
8/22/2024WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
Acre
Acre
$34.761 48 1
I I
$2.151 25,5001
CosUUnit Task Units
$243.45 293
$34.76 293
$173.95 73
$31.41 73
$121.13 73
$31.41 73
$164.18 73
$28.09 73
$90.15 73
$34.76 73
CosUUnit Task Units
$243.45 174
$34.76 174
$173.95 43
$31.41 43
$121.13 43
$31.41 43
$164.18 43
$28.09 43
$90.15 43
$34.76 43
CosUUnit Task Units
$243.45 68
$34.76 68
$173.95 17
$31.41 17
$121.13 17
$31.41 17
$164.18 17
$28.09 17
$90.15 17
$34.76 17
CosUUnit Task Units
$243.45 81
$34.76 81
$173.95 20
$31.41 20
$121 .13 20
$31.41 20
$90.15 20
$34.76 20
included below 50
$ 4.601.57 50
$1 ,669 1
I
$54.825 1
$91,333
Task Cost
$71,241
$10.173
$12.726
$2.298
$8,862
$2.298
$12.011
$2.055
$6.596
$2 ,543
$130,803
Task Cost
$42 ,342
$6.046
$7 ,564
$1.366
$5 ,267
$1,366
$7 ,139
$1.222
$3,920
$1.512
$77,742
Task Cost
$16 ,554
$2 ,364
$2 ,957
$534
$2 ,059
$534
$2,791
$478
$1 ,533
$591
$30,395
Task Cost
$19 ,654
$2.806
$3.511
$634
$2.445
$634
$1.820
$702
$230.079
$262,283
8 3 2
Energy Fuels Resources (USA) Inc
While Mesa Mill
Total Demolition and Decontamination
CLEANUP OF WINDBLOWN CONTAMINATION
Scoping Survey
Resource Description
Soil Sam ples f
Survey Crew
Sample Crew
Total Scoping Survey
Characterization Survey
Resource Description
Soil Samples
Sample Crew
Total Characterization Survey
Final Status Survey
Resource Description
Soil Samples
Sample Crew
Total Final Status Survey
Windblown Cleanup
Resource Description
Cat 627 Scraper
Cat 627 Scraper Operator
Cat DST Dozer With Ripper
Cat DST Dozer Operator
Cat D7 Dozer
Cat D7 Dozer Operator
Cat 140H Motorgrader
Cat 140H Motorgrader Operator
Soil Samples
Survey Crew
Sample Crew
Total Windblown Cleanup
Quality Control
Resource Description
Quality Control Contractor
Total Quality Control
Total Cleanup Windblown Contamination
Conventi on al O re Dis posa l
Resource Description
Cat 740 Haul Truck (3)
Truck Drivers (3)
Cat 988 Loader
Cat 988 Loader Operator
8,000 gal Water Truck
8.000 gal Water Truck Operator
Cat 140H Motorgrader
Cat 140H Motorgrader Operator
Total Conventional Ore Disposal
Total Quantity
B/22/2024WMM Rec Plan Est Rev 5. 1 B -09 July 2024 Rev 01
each
hrs
hrs
each
hrs
each
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
each
hrs
hrs
I hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
MILL DECOMMISSIONING
Units CosUUnit Task Units
$50.00 100
$18.43 752
$18.43 1.312
Units CosUUnit Task Units
$50.00 472
$18.43 1.136
Units CosUUnit Task Units
$50.00 300
$18.43 3,552
Units CosUUnit Task Units
$243.45 680
$34.76 680
$173.95 170
$31.41 170
$121.13 170
$31.41 170
$90.15 170
$34.76 170
$50.00 500
$18.43 163
$18.43 83
Units Cost/Unit Task Units
$63 .00 1 2.oaol
Units Cost/Unit Task Units
$130.94 252
$2.5.70 252
$195 .22 84
$31.41 84
$164.18 84
$28.09 84
$164.18 84
$28.09 84
49,356 Cubic Yards*
196 Cubic Yards per Truck per hour
252 Truck Hours
$1,882,2771
Task Cost
$5.000
$13.857
$24 .1 76
$43,034
Task Cost
$23.600
$20.933
$44,533
Task Cost
$15.000
$65,453
$80,453
Task Cost
$165 .543
$23 .639
$29.571
$5 ,340
$20 ,592
$5 ,340
$15 ,326
$5 ,910
$25 ,000
$3 ,004
$1 ,529
$300,794
Task Cost
$131 ,040 !
$131,040
$599,853f
Task Cost
$32 ,972
$6,473
$16 ,386
$2 ,637
$13 ,781
$2 ,358
$13 ,781
$2.358
$90 ,745!
Energy Fuels Resources (USA) Inc.
White Mesa Mill
MILL DECOMMISSIONING
66,630 tons as of 01/18/24
* Loose (in-truck) material unit weight assumed as 100 lb/cubic foot
C la ricone Conta minated Soi l Disposa l
Resource Descriptlon Units Cost/Unit Task Units Task Cost
Cat 740 Haul Truck (3) hrs $130.94 20 $2.672
Truck Drivers (3) hrs $25.70 20 $525
Cat 988 Loader hrs $195.22 7 $1.328
Cat 988 Loader Operator hrs $31.41 7 $214
8,000 gal Water Truck hrs $164.18 7 $1 ,117
8,000 gal Water Truck Operator hrs $28.09 7 $191
Cat 140H Motorgrader hrs $90.15 15 $1.352
Cat 140H Motorgrader Operator hrs $34.76 15 $521
Total Claricone Contaminated Soil Disposal $7 ,920!
Total Quantity 4,000 Cubic Yards*
196 Cubic Yards per Truck per hour
20 Truck Hours
13.96 *Use 4 times estimated volume
Loose (in-truck) material unit weight assumed as 100 lb/cubic foot
Nitrate Contaminated Soil Disposa l
Resource Description
Cat 740 Haul Truck (3)
Truck Drivers (3)
Cat 988 Loader
Cat 988 Loader Operator
Cat D8T Dozer With Ripper
Cat D8T Dozer Operator
8,000 gal Water Truck
8,000 gal Water Truck Operator
Cat 140H Motorgrader
Cat 140H Motorgrader Operator
Concrete Removal
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
sf
Cost/Unit Task Units Task Cost
$130.94 335 $43,874
$25.70 335 $8.613
$195.22 112 $21 ,804
$31.41 112 $3,508
$173.95 251 $43.642
$31.41 251 $7,881
$164.18 112 $18.337
$28.09 112 $3.138
$90.15 112 $10,069
$34.76 112 $3,883
$2.15 27,500 $59,125
Total Nitrate Contaminated Soil Disposal $223,874!
Total Quantity 95,352 Cubic Yards*
285 Cubic Yards per Truck per hour
335 Truck Hours
*Use 2 times estimated volume
Hydrochlo r ic Acid Storage Ta n ks and Containm e nt
Resource Description Units Cost/Unit Task Units
Laborers hrs $ 18.39 8.0
Small Tools hrs $ 1.70 8.0
Cat 740 Haul Truck hrs $ 130.94 4 .0
Truck Drivers hrs $ 25.70 4 .0
Cat 988 Loader hrs $ 195.22 4 .0
Cat 988 Loader Operator hrs $ 31.41 4 .0
Linkbelt 470 Trackhoe Operator hrs $ 200.10 4 .0
Linkbelt 470 Trackhoe w/metal Shears hrs $ 34.76 4 .0
Concrete Removal sf $ 2.15 2,500
T otal Hydrochloric Ac id Storage Ta nks and Co ntainment
RA-226 Pilot Plant and Containment
Resource Description Units Cost/Unit Task Units
8/22/2024WMM Rec Plan Est Rev 5. 1 B -09 July 2024 Rev 01
Task Cost
$ 147.11
$ 13.60
$ 523.75
$ 102.82
$ 780.88
$ 125.65
$ 800.40
$ 139.05
$ 5,375.00
$ 8,008.26
Task Cost
Hr/ Day Days Crew No.
8
8 1
4
4
4
4
4
4
Hr/ Day Days Crew No.
Energy Fuels Resources (USA) Inc .
While Mesa Mill
Laborers hrs
Small Tools hrs
Cat 740 Haul Truck hrs
Truck Drivers hrs
Cat 988 Loader hrs
Cat 988 Loader Operator hrs
Linkbelt 470 Trackhoe Operator hrs
Linkbelt 470 Trackhoe w/metal Shears hrs
Concrete Removal sf
Total RA-226 Pilot Plant and Containment
North Storage Yard Building
Resource Description
Laborers
Small Tools
Cat 740 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 320 Trackhoe w/metal Shears
Cat 320 Trackhoe Operator
Concrete Removal
North Storage Yard Building Total
Bulk Alternate Feed Material
Resource Description
Cat 740 Haul Truck (3)
Truck Drivers (3)
Cat 988 Loader
Cat 988 Loader Operator
8,000 gal Water Truck
8,000 gal Water Truck Operator
Cat 140H Motorgrader
Cat 140H Motorgrader Operator
Bulk Alternate Feed Material
Total Quantity
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
sf
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
MILL DECOMMISSIONING
$ 18.39 16.0 $ 294.23
$ 1.70 16.0 $ 27.20
$ 130.94 8.0 $ 1,047.50
$ 25.70 8.0 $ 205.63
$ 195.22 6.0 $ 1,171.32
$ 31.41 6.0 $ 188.47
$ 200.10 4.0 $ 800.40
$ 34.76 4.0 $ 139 .05
$ 2.15 4,200 $ 9,030 .00
$ 12,903.80
Cost/Unit Task Units Task Cost
$ 18.39 8.0 $ 147.11
$ 1.70 8.0 $ 13.60
$ 130.94 8.0 $ 1,047.50
$ 25.70 8.0 $ 205.63
$ 195.22 6.0 $ 1,171.32
$ 31.41 6.0 $ 188.47
$ 200.10 4.0 $ 800.40
$ 34.76 4.0 $ 139.05
$ 2.15 5,151 $ 11,074.65
$ 14,787.73
Units Cost/Unit Task Units Task Cost
$130.94 66 $8,645
$25.70 66 $1,697
$195.22 22 $4,296
$31.41 22 $691
$164.18 22 $3,613
$28.09 22 $618
$90.15 6 $541
$34.76 6 $209
$20,311
12,941 Cubic Yards* (Projection to March 2024)
196 Cubic Yards per Truck per hour
66 Truck Hours
* Includes FMRI, GAM and Dawn Mining
Alternate Feed Barrels
Resource Description
Equipment Operators hrs
Flat Bed Trailer and Tractor* hrs
Fork Lift (2) hrs
Total Alternate Feed Barrels
* includes operator
Sub-Total Alternate Feed Disposal
8/22/2024WMM Rec Plan Est Rev 5.18 -09 July 2024 Rev 01
Units Cost/Unit
$25.70
$57.00
$18.00
9, 134 Barrels
Totes
40 Barrels per load
20 Totes Per Load
0.4 Hours per load
91 Truck Hours
Task Units Task Cost
91 $2,348
91 $5,206
183 $3,288
$10,842
(Projection to March 2024)
$31,153!
Hr/ Day
8 3
8 3
4 2
4 2
4 2
4 2
4 2
4 2
Days Crew No.
8 2
8 2
4 2
4 2
4 2
4 2
4 2
4 2
Energy Fuels Resources (USA) Inc
While Mesa Mill
MILL DECOMMISSIONING
TOTAL MILL DECOMMISSIONING
WMM ALTERNATE FEED Ending Inventory, tons & barrels
Projection to March 2025
2023 Ending 2024 Projected
Balance (tons) Receipts (Tons)
Global Advanced Metals 4,056 -
FMRI 8,404 -
CaF2 --
Calcined 827 250
KF 514 350
Reaen 171 250
UF4 2 5
Dawn 4,510 500
Resin 174 -
Chemours 261
Silmet 678 -
Totals 19,597 1,355
8/22/2024WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
Est.
Processing
through
February 2024
-
-
-
200
300
-
-
-
500
$2 ,871,5221
Projected
Inventory thru Current#
February 2025 lbs. per of Barrels
(tons) Barrel on site
4,056 NA
8,404 NA
-NA
877 600 2,923
564 600 1,880
421 500 1,684
7 650 NA
5,010 NA
174 450 773
261 500 NA
678 450 1,873
-
20,452 9 ,134
Energy Fuels Resources (USA) Inc.
White Mesa Mill
1) Removal of contaminated material from Mill Yard
Assume:
--18 inches (1 .5 feet) will have to be removed
--Area (from CAD takeoff) =
Therefore: Volume moved =
1,643,453 sq. feet
37.7 acres
1,643,453 x 1.5] / 27 =
91,300 / 312 cubic yards per hour =
2) Removal of contaminated material from Ore Pad
Assume:
--18 inches (1.5 feet) will have to be removed
--Area (from CAD takeoff) =
Therefore: Volume moved =
I Haul route H
976,780 sq . feet
22.4 acres
976,780 x 1.5] / 27 =
54,300 / 312 cubic yards per hour =
l Haul route H
3) Demolition Equipment
--Cat 320 (or equivalent) with LaBounty Sheers (hydraulic)
--Cat 365 Trackhoe with Grapples
--Cat 740 Rock Trucks (4 each)
--Cat 988 Loader (1 each)
4) Demolition Crew
--Heavy Equipment Operators -PC400, Cat 365, Cat 988
--Dust Control -2 Laborers
--Mechanics -Cut debris to reduce/avoid oversize and voids -4 each
--Truck Drivers -4 each
5) Tool and Expendable Allowance, covering the following items:
--Safety gear and supplies
--Hand tools
--Bottled Gases and Torches
293
174
--Allow $1.70 per man-hour for all but Heavy Equipment Operators and Truck Drivers
6) Demolition Time Estimates
--Mill Building
--Ore Bin
--SX Building Demo
--CCD, Pre-Leach,
Claricone
20 Days
2 Days
10 Days
5 Days
Reviewed 2/20/24
91,303 cubic yards
(use 91,300)
machine hours
54,266 cubic yards
(use 54,300)
machine hours
--Sample Plant
--Temporary Storage Building
--Truck Shop Removal
--Boiler House
--Vanadium EMF/Ox
--Shop/Warehouse
--Office/Lab Building
--Septic Tanks and Drain Fields
--Misc. & Bone Yard
--Decon Pads (2)
--Alternate Feed Circuit and
Reagent Storage Building
--Hydrochloric Acid Storage tanks
'Ra-226 Pilot Plant and Containment
North Storage Yard Building
Day
Day
Day
5 Days
2 Days
4 Days
3 Days
1 Days
4 Days
2 Days
3 Days
1 Days
3 Days
2 Days
7) Foundation Demolition
--Assume area of structure times $3 .30 per square foot
Area. sq ft
Mill Building 37,500
SX Building 55,970
CCD, Pre-Leach,
Claricone 15,000
Sample Plant
Shop/Warehouse 19,300
Office* 12,100
Sample Plant 4,200
Vanadium EMF/Ox 1,200
Boiler house 2,900
Decon Pads 1,350
Truck Shop Removal 4,200
Boiler House 2,900
Vanadium EMF/Ox 1,200
Temporary Storage Building• 600
Alternate Feed Circuit and
Reagent Storage Building •• 25,500
Nitrate Contaminated Soil •• 27,500
Hydrochloric Acid Tanks •• 2,500
RA-226 Pilot Plant and Containment•• 4,200
North Storage Yard Building 5,151
--Labor at $2. 75, Equipment at $0.55 $ 3.30
--• Labor at $0. 70, Equipment at $0.55 $ 1.25
--•• Labor at $1.60, Equipment at $0.55 $ 2.15
8) Revegetation
Assume:
--Mill Yard Area 1,643,453
--Ore Pad Area 976,780
--Place 6 inches of Topsoil
$ Cost
$123,750
$184,701
$ 49,500
$ 41,495
$ 15,125
$ 13,860 $589,236
$ 3,960
$ 9,570
$ 4,455
$ 13,860
$ 9,570
$ 3,960
$ 750
$ 54,825
$ 34,375
$ 5,375
$ 9,030
$ 11,075
See atatched estimated Costs
from RS Means On-line 2024
sq. feet
sq. feet
1,643,453 976,780 ] sq.feet x 0.5 feet]/ [27 cubic feet/ cubic Yard]
Seeding
48,600 / 602 cu yds per hour=
Quote from Horizon Environmental, 08/02/2024
50 acres
Use 48,600 Cubic Yards
=
81 Scraper hours
$ 4,601.57 per acre
$ 230,079
48,523 cu yds
9) Removal of Nitrate and Ammonium Sulfate Contaminated Soil
and Concrete Cover Required by Phase 1 of the Nitrate CAP
Assume:
--222 inches (18 .5 feet) will have to be removed over the entire excavated area as delineated by the
proposed excavation contours in Attachment 4-1 to the December 2013 White Mesa Uranium Mill Proposal
for Remediation, 2012 Phase 1 of Final Nitrate Corrective Action Plan, May 7, and Stipulation and Consent
Order of December 12, 2012 Docket No. UGW-12-04
--This depth corresponds to 20 feet minus the 18 inches associated with the Mill Yard and Ore Pad reclamation.
--The nitrate and ammonium sulfate contamination is located within the Mill Yard and Ore Pad which
will both have the top 18 inches removed during reclamation as addressed in above in item 1 and 2.
--Production is limited by the trucking fleet and not the loader.
--The dozer will assist the loader during the soil removal.
--The dozer will backfill and grade the excavation area after the contaminated soil has been removed .
--Volumes and areas are taken from CAD and shown on Attachment 4-1.
--RS Means reference 02 41 13 17 5300 was used to estimate the costs. $2.15 per square foot.
--Excavation Area (from CAD takeoff) =
--Concrete Cover Area (from CAD takeoff)
--Volume (from CAD takeoff) =
--Volume including a 200% Conservatism Factor
10) Asbestos Removal
95,352 / 388 cubic yards per hour =
95,352 / 685 cubic yards per hour = l Haul route H
83,641 sq. feet
27,500 sq. feet
47,676 Cubic Yards
95,352 Cubic Yards
246 Trucking Hours
139 Backfilling Hours
See the attached Executive Summaries from the Asbestos Inspection Reports.
Admin Building $ 103,920
Ma int/Warehouse
SX Building
$
$
24,760
1,000
Harold R. Roberts, P .E.
From: Garrin Palmer
Sent:
To:
Friday, January 26, 2024 2:39 PM
Harold R. Roberts, P.E.
Subject:
Attachments:
RE: Copy of Inventory 1_20_2023.xlsx
11 e-2 Spreadsheet 2022_2023.xlsx
Harold,
See attached. Let me know if this is whc1t you 11eed. Th,mk s
From: Harold R. Roberts, P.E.<[e-mail]>
Sent: Thursday, January 25, 2024 4:19 PM
To: Garrin Palmer <[e-mail]>
Subject: RE: Copy of Inventory 1_20_2023.xlsx
GARRIN :
Do you have a summary of the 11(e)2 disposal for 2023??
eF Energy Fuels Resources (USA) inc.
Harold R. Roberts, P E.
t:303 .902.2870 I c: I t:303 .389.4125
[e-mail]
225 Union Blvd ., Suite 600
Lakewood, CO 80228
http ://wvAv .energyfuels com
This e-mail is intended for the exclusive use of the person(s) mentioned as the recipient(s). This message and any attached files with it are confidential and may
contain privileged or proprietary information. If you are not the intended recipient(s) please delete this message and notify the sender. You may not use, distribute
print or copy this message if you are not the intended recipient(s).
From: Garrin Palmer <GPalme.r@e netgyfuel!>.co m>
Sent: Thursday, January 18, 2024 8:37 AM
To: Harold R. Roberts, P.E. <HRobert (a>energyf ucls.com>
Subject: Copy of Inventory 1_20_2023.xlsx
Hi Harold,
Appreciate the help yesterday. Please see the attached spreadsheet with the current alternate feed and ore inventory.
Let me know if you need anything else. Thanks
1
Ore and Alternate Feed Inventory as of 1/18/24
Wet Tons Dry Tons # bags/Drums
Calcine 826.70 7 4700
KF 513.70 ✓ 3324
UF4 2.00 ✓ 108
Regen 171.10 V 684
Dawn Mining 4,510.00 ✓ 1229
Hard ore 4 .20 10
Resin 174.00 / 732
Cabbot (GAM) 4,056.40 .,,.-
FMRI 10,925 ..,/ 8403.6
Chemours 261 .30 / 119
CaF2
Silmet 678.00 1873
Total Ore (Dry Tons) 71,728.08 66629.76/
Alternate Feed Totals 22,122.40 19,601.00 12,779
Ore Totals 71,728.08 66,629.76
Ore/ Alt. Feed Totals 93,850.48 86,230 .76 12,779
Generator
Crow Butte
Resources
!EC
Mestena Uranium,
L.L.C -Alta Mesa
ISL Project
Cameco-Highland
Cameco -North Butte
Cameco -SAT 2
Cameco -SAT 3
Cameco -Smith
Ranch Prope11y
Cameco -CPP
Strata Energy
UEC -South Texas
Mining
UEC -Goliad
U EC -La Palangana
Uranerz -Nichols
Ranch
Uranium One
URI, Inc. -Rosita
URI, Inc. -Kingsville
Dome ISR Project
URI, Inc. -Vasquez
ISR Project
USX -Texas
Uranium operations
Energy Fuels Resources (lJSA) Jnc. 11 c.(2) Receipts for 2023.
Received
Tons 2023
0.00
0.00
56.00
86.00
1.60
1.60
0.00
6.10
0.00
21.17
10.90
0.00
5.00
5.41
0.00
75.60
27.22
0.00
0.00
Received
Cubic
Yards
2023
0.00
0.00
76.80
222.30
17.29
17.30
0.00
24.70
0.00
68.00
15.00
0.00
7.00
20.00
0.00
325 .00
75.00
0 .00
0.00
Cubic
Tons Yards
Received Received
from from
Inception Incepti on
708.31 2005.00
4826.37 4920.00
3378.9 J 3643.05
1492.90 3413.43
32.22 116.39
38.90 22 1.39
13.20 43.90
1568.89 3704.36
68.80 257.40
155.27 736.00
5047.30 4095.00
0.00 0.00
407.70 494.70
52.11 310.00
29.20 198.10
740 .07 1253. 79
2725 .18 5142.26
172.23 424.70
5099.99 4636.35
,.
C.OSi ESTIMATE •
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COST ESTIMATE
7
~..;5'~..;n,.~ ..30 r?-:5..-'a' ~;-...-· T;,,,-'<.'-<C~ /0 ),;' /..:J Ci<.r~ ~
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INTERNATIONAL URANIUM (USA) CORP .
COST ESTIMATE
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07-30-2024
Harold Roberts
CASH SALES ·SALT LAKE CITY CRANE
5052 WEST 2400 SOUTH
BLDGB
Salt Lake City UT 84120
Dear Harold,
We would like to thank you for your interest in our equipment.
Attached you will find the requested quote which includes the following equipment:
GROVE CRANE RT765E-2 65 TON ROUGH TERRAIN CRANE
Thank you for this opportunity to quote our equipment and we hope we receive
your favorable consideration
Yours very truly ,
MGX Equipment Services LLC
Page 1 of 2
AtGX®
EQUIPMENT SERVICES
QUOTATION NO I
RQT001523
DATE
07-30-2024
PAYMENT TERMS
CASH ON DELIVERY
INVOICE TO :
MGX Equipment Services LLC
5052 W 2400 S, Bldg B
Salt Lake City UT 84120-1327
[phone]
RENTAL QUOTATION
CASH SALES -SALT LAKE CITY CRANE
5052 WEST 2400 SOUTH
SALESMAN
CONTACT
BLDG B
Salt Lake City UT 84120
: KEITH VANVRANKEN
: Harold Roberts 303-902-2870
RENTAL BEGINS: 09-01-2024
10
10
10
UNIT
65 TON ROUGH TERRAIN CRANE
GROVE CRANE MODEL:
HO DELIVERY CHARGE
HI PICK-UP CHARGE
CUSTOMER NO
BP0003786
CUSTOMER PO
Quote
JOBSITE:
Energy Fuels Resources
6425 S Highway 191
Blanding UT 84511
DELIVERY TERMS : DELIVERY 3rd PARTY
EST RETURN: 09-28-2024
RATE
9,500 .00
3,760 .00
3,760.00
TOTAL PERIOD
9,500 .00 MONTHLY
9,500 .00 MONTHLY
3,800 .00 WEEKLY
1,520.00 DAILY
3,760 .00
3,760.00
RENTAL TOTAL/PERIOD
SUBTOTAL/PERIOD
RENT TOTAL FOR ALL PERIODS
SALES TAX FOR ALL PERIODS
ENV CHARGE
TOT AL FOR ALL PERIODS (USD)
'Actual charges based on rental amount For information, see Section 5 of the Rental Ag reement Terms and Conditions or visit
tn1p_1,: '/n10xeg~11o m~..l!!Ll~fil1d -~.9Jl9.lli.Q!.§
Lessee will be charged for fuel usage, at a rate of $6.50/gallon, upon return Lessee is responsible for terminating the rental by calling 844-DIAL-MGX.
Pursuant to the terms and conditions of this agreement Lessee must provide acceptable proof of insurance .
LESSEE LEASES THE EQUIPMENT ACCORDING TO THE RENTAL TERMS AND CONDITIONS ON THIS AGREEMENT.
If other than Lessee, signature represents he/she is agent of and authorized to sign Lessee .
CUSTOMER NAME PRINTED CUSTOMER SIGNATURE DATE
BRANCH MANAGER PRINTED NAME BRANCH MANAGER SIGNATURE
CUSTOMER PO
DATE
9,500.00
17,020.00
17,020.00
1,815.62
189.05
19,024.67
Page 2 of 2
07-30-2024
Harold Roberts
CASH SALES -SALT LAKE CITY CRANE
5052 WEST 2400 SOUTH
BLDG B
Salt Lake City UT 84120
Dear Harold,
We would like to thank you for your interest in our equipment.
Attached you will find the requested quote which includes the following equipment:
GROVE CRANE RT540E 40 TON ROUGH TERRAIN CRANE
Thank you for this opportunity to quote our equipment and we hope we rec eive
your favorable consideration .
Yours very truly,
MGX Equipment Services LLC
Page 1 of 2
EQUIPMENT SERVICES
QUOTATION NO I
RQT001522
DATE
07-30-2024
PAYMENT TERMS
CASH ON DELIVERY
INVOICE TO :
,,.
MGX Equipment Services LLC
5052 W 2400 S, Bldg B
Salt La ke City UT 84120-1327
[phone]
RENTAL QUOTATION
CASH SALES -SALT LAKE CITY CRANE
5052 WEST 2400 SOUTH
SALESMAN
CONTACT
BLDG B
Salt Lake City UT 84120
: KEITH VANVRANKEN
. Harold Roberts 303-902-2870
RENTAL BEGINS: 09-01-2024
10
10
10
UNIT
40 TON ROUGH TERRAIN CRANE
GROVE CRANE MODEL :
HO DELIVERY CHARGE
HI PICK-UP CHARGE
CUSTOMER NO
BP0003786
CUSTOMER PO
Quote
JOBSITE:
Energy Fuels Resources
6425 S Highway 191
Blanding UT 84511
DELIVERY TERMS : DELIVERY 3rd PARTY
EST RETURN : 09-28-2024
RATE
7,500 .00
2,95 0.00
2 ,950.00
TOTAL PERIOD
7,500 00 MONTHLY
7,500 .00 MONTHLY
3,000.00 WEEKLY
1,200.00 DAILY
2,950 .00
2,950 .00
RENTAL TOTAL/PERIOD
SUBTOTAL/PERIOD
RENT TOTAL FOR ALL PERIODS
SALES TAX FOR ALL PERIODS
EN V CHARGE
TOTAL FOR ALL PERIODS (USD)
1 Actual charges based on rental amount. For information, see Section 5 of the Rental Agreement Terms and Conditions or visit
mt os :·maxea.Miilll:illnt.com1te1111s--and-cond it1ons
Lessee will be charged for fuel usage, at a rate of $6 ,50/gallon, upon return Lessee 1s responsible for terminating the rental by calling 844-DIAL-MGX.
Pursuant to the terms and conditions of this agreement Lessee must provide acceptable proof of insu rance
LESSEE LEASES THE EQUIPMENT ACCORDING TO THE RENTAL TERMS AND CONDITIONS ON THIS AGREEMENT.
If other than Lessee , signature represents he/she is agent of and authorized to sign Lessee ,
CUSTOMER NAME PRINTED CUSTOMER SIGNATURE DATE
BRANCH MANAGER PRINTED NAME BRANCH MANAGER SIGNATURE
CUSTOMER PO
DATE
7,500.00
13,400.00
13,400 .00
715.45
149 .2 5
14,264.70
Page 2 of 2
,NTALS
TTPS-//WWW RASEQ.~.l..!!Elli!JaNI
,NTALI)
.E8filS
fl.Q.!.9 72 .558K (lf.._~)
\f,/fil_la ~I.C.E ~ _(~_COM/SERVICES/)
85' REACH LINK~BELT 470X3
~
CONTACT
(HTTPS•/twWW RASEQ,<:OM/CONTACT-
ust)
1::/Qmg_(tfltp s•flWww.Ras ll r,.Com) I Rentals (tiJ,11/S;l!Www R,,ser,.Com/Rentalsl) r 85' Reach Link-Belt 470x3
85' REACH LINK-BELT 470X3
85' REACH LINK -BELT 470x3
Class: with Genesis LXP 300 Jaw
SKU: 85' Reach link-Belt 470x3
DAY
WEEK MONTH
NIA
$14,500 .00 $43,500.00
Exc:,wato, s3J.OOO. Jnw sl0,500, Mon1hly Tulal
$43.500
Our High Reach Demolition Excavator combines ti ,e strength. safety and comfort of tl1e
Link-Belt 470x3 Excavator and tl1e impressive reach al ou, custom-made 85' reach
boom and arm . The cab po s1t 1011111g system provid es the 01i eratur with a choice of llxed .
raised or raise-and-lilt cab configurations to improve upvvard v1s1b1luy and bctte1 view of
attachm ent operation
A spacious, enclosed cab w1L11 climate co nt,olled A/C anrl lieat, keeps operato1s
comfortable and safe throughout the day. The cab a lso leatures a conuol panel w ith LED
hi-definition cola, monitor, rearview camera display, operating gauges, l<Jel eHici ency
gauge , safety glass windows , sl1ock-less cab suspension, and travel ala11n for easy lO
aper ale conditions.
Our 85' reach arm includes a high tech dernol1lio11 boom wate, supply syste m for dust
control -The system boasts easy ope, at,on from an eleclrlcal cont , ol box "' the
operator"s cab . Dual nozzles mounted 011 the end o r the stick lmum allow for fu ll
adjustment from fine 1111st to straigl11 sll ea m .
With three different Genesis LXP 300 attach ment 1a ws available. we have the co rr ect
jaw for your high reach excavalor Lo gel the job done quickl y a, 1d safel y Each 1aw set's
integrated , patented pivot group ,s conllgured to deliver th e pe , lect powe , curve lor its
primary application , T11is provides maximum powe, al the pie1c1119 point w hen s hea 11ng .
concentrated frnc e al the cracke1 up s and peak powe, wl1en the Jaws a1e lull\' open Jo,
concrete crush ing .
Avail able Genesis LXP 300 atrachmenl 1aws:
• Genesis LXP 300 Shear Jaw -
o Designed for general demolition, and structmal s tee l, rellar, w11 e. aluminum anrl
copper processing
o Jaw opening -22"
o Jaw depth -24"
• Genesis LXP 300 Concrete Cracker Jaw
o Designed forconcrele recycling, C&D processing, demoli11on and rebar ,emoval
o Jaw opening -43·
o Jaw depth -30"
• Genesis LXP 300 Pulverizing Jaw
o Designed for conc rete p,ocessing, bridge clemolition rebar removal c::tnd secondary
demolition proJects .
o Jaw opening 35"
o Jaw Depth 25··
EQUIPMENT RENTALS
&l/!hllk.,lU!!Mil.ll!.l/JkJyLfn,-<l<o
IIJDWl~~lrrlt;o1,,1nd•f1D1 tl•
~).
111!iJ!J.8:.0J'Ysl!!J.
(L!,U~.con1lrenra1s1as~v£1mJ
=~,w;JJl!Ji~ U111ps ~J'J'Lm,v,., i.:r:,,,,om{,nma!jk.omP.aCljon-
IOIJersl)
Coucratn Bud·"''
l!lliP1:i ·/ffl\\lYJ~'i:"P:&:'9Pl/,,.nr,1tJifAA!tGf•'£·
bud<P.ts!)
~mos,1,on RPW
~.coa11,rvr,vsJtkJooP11Jpn.
!:.P.h,Q!I)
E&€AYl!l9f WI Saffr'lillO~
~=(.ftml1r,,rttl#Pl'CMbl(ON"J.
~~ rd Qen><Jl1ri'oo J,m~
llLUPS ·/Ar,,r.)i ,;ism~
~~
rtiitC::•lA~Zw,i'!;.i·,!!;ia,1mt0~c<'vllfOfrJI
E;q;:gv,.J!OQ w/ ttytJr,1ollr; flrr?t«s
[%e~1wW,,COm//W:Cn(§lm:ilYil[QQ•\Y.
==.Wfl~~
~a;:JIB~a,eh/q~g=
machines()_
Crushers (!J.1ws ·IJi.n\'\.'tJUl!'9·Camlrroca'aWneact-
crushern
~ tl1thJ,•IA•MJw:t,1.&SP (p1Prl1e nca1w11iicafl
YAfll❖:IAR Mn 1 Exan0tons
nw1U'i"ll¼'l'u'i!;1~.c:omtrenr-lfrFbr1ta J.q,r:cm,,1co,s,?
~~ii~£M\%ft,;iWt",!!,,,a,,Jnmaror •grumJJ
Roari PlalP.S
~\w-1.UrVtl c;9mf,,-11 1aP1fC9,JJ•~)
~tfl. P/111111
(tJ.rt1wJ/wvw1,@ffrtl £9?1t,c:11W~/S(f'C:tllln,1:
FJ_la11ts!}
Skid srecrs (l.!!Jp_s:/{'.wM,.rnseg CPmtmnmW s-1,f)g.
~)
~p_m t111tm,·1Ay;my,.,a°""' couurn ,uars.~wrr'lliliJ
RENtAl.5
_ 801.978.2830
.(tel :[phone])
fo.lai11 /lours:
,'.//md;1)' /-1 ,r/-.1)' BOOM/, ~001-'M
Senlll:e Hours:
;,trmday f:•tdil ' iUflAM ~OOPM
S,1!Utd,1}' & Sunti,,y: Closed
CO,f(AGJ A AF P!J£5.EHTA)1yg
RENTAL RATES BASED ON
8 hours day 40 hours week 176 hour calendar month
ADDITIONAL USAGE WILL INCUR OVERTIME CHARGES
Double Shi~ Rate = Standard Rate X 1. 75
Triple Shift Rate = Standard Rate X 2.50
Price:s SubJecr 10 cruinge Wilhout Nr.11u:e A/I RetU,lls Quilllfy lo, E'qu,iy Builder PrOfJf.Jm
Contact Equipment Sales And Rental
(!!QJ)~~iW.Q)
EfAru)UR REN TAL TERMS
~ ~~
(httIJ.s:l/www. raseg. con11).
3333 Wesc 2100 South
West Valley City, Ulah 84119
Service Genier
1141 W 200 s, Suice C
Parowan, UT. 84 761
801.972.5588
(.tel :[phone])
Main hours:
Monday -Fr,day: 8:00 AM -5:00 PM
Service Hours:
Monday -Friday: 7:00 AM -5:00 PM
Saturday & Sunday: Closed
f l~~w•IIBfi~russj//1Ec,wp1.!llllilc'l
Rasmussen Equipment Company is a heavy equipment company in Utah, proudly serving since 1947. We specialize in
custom rigging, light & heavy equipment rentals and sales, service, parts, and any of your supply needs
f.ft;-';;i;,IIWWW RA SE O COMtSALESt) MB1l> tHTTP S·IIWWW RASl;O.COM/PARTSI) ~ IHTT»S•IIWWW.RASE O.COMISUPPLIES0
WIRE ROPE
mms·,,wwwR,
fil2e.EIJ
HORIZON~
ENVIRONMENTAL
SERVICEs , .... l Nc. Q UOTE
24-300
P.O. Box 9057, Durango, CO 81302
91 S. Skylane Dr., Durango, CO 81303
Phone: [phone]
Coloracio Comm erci al Pesticide Applicators License# 11604
New Mexico Commercial Pesticide Applicators License# 53520
Utah Commercia l Pesticide Ap plicators License# 13786
Arizona Comm erci al Pesticide Applicators License #60209
Nevad il Commercial Pesticide Applicators License #6876
Certified DBE in Colorado (#5823), New Mexico (#10-07-365), Arizona, and Utah
CDOT Level l ESB
HES Quote#:
Sage JOB#:
Date:
Client/Owner Name:
Site Address:
Terms:
SBA Certified Veteran Owned Smali Business
24-300
5765
8/2/2024
Energy Fuels
Blanding Utah
Due U p on Recei pt
E5timated Start Date:
Bid Date:
Project Name:
Project Number:
Re visions Received:
Estimator:
mo
8/2/2024
White Mesa Mill
N/A
N/A
Levi Mead
Quantity I Unit I Line No. I Descdption I Unit Price I Amount
50 AC Revegetation $4,601.57 $230,078.50
TBD EA Erosion Control Maintenance Survey (incl. Mob) $1,367.28 TBD
TBD AC Erosion Con trol Maintenance $4,934.95 TBD
TBD EA Weed Management-Annual Survey (incl . Mob) $2,229.12 TBD
TBD AC Weed Management-Chemical Contro l $214.26 TBD
1 , EA Mobilization (Revegetat1011) $13,5 12.84 $13,512.84
TBD EA Mobilization (Ero sion Contrnl Maintenance) $4,222 .68 TBD
TBD EA Mobilization (Weed Management-Chemical Control) $1,329.24 TBD
Total I TBD
Exel usionsiSti pulations/ Notes
1. Revegetation includes discing down to 15 cm, spread ing and mixing compost at 10 ton/AC, broadcasting suppli ed see d mix in two perpendicular passes,
harrowing in the seed, and applying a hydromulch cover material co11sistin~ of 2000 lbs/AC of wood fiber mulch and 200 lbs/AC of tackifier per
specifications .
2. Erosion Control Maintenance include s a Survey to determine the maintenance scope of work, then a per acre appl ication of dirt work, reseeding, and re -
hydromulching with the above specifications . No compost is in clud ed in the maintenance work.
3 Weed Management includes an Annual Survey with documentation. then chemicai controis as n ec essary .
4 . Erosion Control Maintenance and Weed Man ageme nt Mobilizat iom ;,-.elud e 1 week of work each Prices may chang e if scope of work is larger or
smalle r than 1 week.
✓ Quote is valid for 30 days from date above
✓ Access must be readily available
✓ Site is accessible to heavy equipment
✓ Each mobilization will be billed at the unit cost
✓ Bondin_g , if required 3.5%
✓ Traffic control will be provided by Contractor
✓ Standby time will be billed per hourly rate
✓ HES requir es a minimum of 2 weeks notification
to start work.
,, Water is available on site
✓ Watering exc luded
,/ Ripping due to soil compaction is not included
and will be billed at an add ii ional cost
✓ Taxes wi ll be charged as applicable
✓ HES reserves the right to change prices if
quanti ties are lowered
✓ Mainten ance/Removal of any kind is excluded
If project specific specifications are not provided, HES will use manulacturers recommended specifications for material and installation.
This is a quotation on the goods named, subject to the condition s noted below:
HES , Inc. agrees to complete the Project in a good and workmanlike manner in accordance with the terms and conditions of this Quote, and sub ject to
compliance by Customer with its obligations under this Agreement HES, Inc wi ll complete the Project in timely manner, but weat her conditions may
delay the project. Customer agrees to pay the Deposit if requ ested by HE S, Inc . upon execution of this Agreement and the balan ce of the To t al Contract
Price based on the terms of this Quotation . In the event payment is not made when due, reasonable collection lees, lien fees, and attorney fees with or
without suit, together with a 1.5% per month FINANCE CHARGE which is an ANNUA L PERCEl~TAGE RATE of 18 %, will be assessed until paid in full . To
accept this quotation, sign and return.
Signature: _________________ _ Name: _________________ Date: _____ _
By signing, I attest that I am duly authorized by _______________________ (company if ap plic ab le) to enter into this
contract .
Acceptance of Quotation creates a legally binding contract and constitutes an ag reement and notice to proceed on purchase of materials and the scope of
work.
THANK YOU FOR THE OPPORTUNITY TO E.~RN YOUR BUSINESS!
erra con
July 16, 2024
Energy Fuels Resources (USA) Inc.
225 Union Blvd . Suite 600
Lakewood, CO 80228
Attn: Ms. Kathy Weinel
Director, Regulatory Compliance
P: [phone]
M: [phone]
E: l We1nel@E:r ~r<:.y FuL ks.r .,n
Re: Updated Asbestos Removal Estimate
White Mesa Mills -Energy Fuels Resources (USA) Inc.
6425 South Highway 191
Blanding, Utah 84511
Terracon Project Number 12U-Al081
Dear Ms. Weinel:
6952 South High Tech Drive, Ste. B
Midvale, Utah 84047
P [phone]
1 en aeon.com
This is in response to your request for Terracon to provide you with updated pricing for the
removal of asbestos-containing materials identified at your White Mesa Mills site in
Blanding, Utah. Terracon, formerly IHI Environmental, Inc., performed an asbestos
inspection at the White Mesa Mills site in 2012. Asbestos containing materials were
identified in three of four structures inspected. Estimated asbestos removal costs were
provided at that time. Terracon understands that Energy Fuels Resources (USA), Inc. is
requesting an updated estimate for the proper removal of the identified materials.
Location
Administration
Building
Administration
Building
Warehouse
Maintenance
Building
Material
Floor tile and mastic
Floor tile mastic
Floor tile and mastic
Asbestos
Content
5% C (tile)
> 1 % C (mastic)
20% C
12-15% C (tile)
>1-8% C (mastic)
Quantity
7,960 SF
$10.00/SF
3,040 SF
$8.00/SF
2,140 SF
$10.00/SF
Approximate
Abatement
Cost
$79,600
$24,320
$21,400
Updated Asbestos Containing Material Removal Estimate
Energy Fuels Resources (USA), Inc. I Den v er, Co lo rado
July 16, 2024 I Terracon Project No. 12U-A1081
Location
Warehouse
Maintenance
Building
SX Building
Mill, Boiler, & Scale
House
Material
Floor tile mastic
Pipe fitting sealant
(end cap)
No ACM identified
Total
Asbestos
Content
8% C
3% C
N/A
> = greater than ; SF= Square Feet ; C = Chrysotile Asbestos ; N/A = not applicable
erracon
Quantity
420 SF
$8.00/SF
20 units
$50 EA
N/A
Approximate
Abatement
Cost
$3,360
$1,000
$0
$129,680
Terracon's services were performed in a manner consistent with the generally accepted
practices of the profession undertaken in similar studies in the same geographic area
during the same period. Terracon makes no warranties, express or implied, regarding its
services, findings, conclusions, or recommendations.
The original inspection reports and this updated pricing letter were prepared for the
exclusive use and reliance of Energy Fuels Resources (USA), Inc. Reliance by any other
party is prohibited without the written authorization of Energy Fuels Resources (USA), Inc.
and Terracon. If, in the future, Energy Fuels Resources (USA), Inc. and Terracon consent to
reliance on the report by a third party, Terracori will grant reliance upon receipt of a fully
executed Reliance Agreement and receipt of an additional fee of $450.00 per relying party.
Sincerely,
Terracon Consultants, Inc.
John Murphy, CIH, CSP
Asbestos and Industrial Hygiene
Program Manager
J. Rush Bowers, CIH, CSP
Senior Industrial Hygiene Consultant
Sweetwater Uranium Project 2019 Surety Rebaselining Update
Sweetwater Uranium Surety
Rawlins WY Location Factor 0.885
Data Release : Year 2024 Unit Cost Estimate
Description
Quantity LineNumber Crew Daily Labor Unit Material Labor
Output Hours
Buillding footings and foundations
demolition , floors , concrete slab on
grade, concrete , wire mesh reinforced,
6" thick, excludes disposal costs and
0 024116170420 dump fees 813L 3200 0 S.F. $ -$ 0.3 0
Build ing demolition , small buildings or
single buildings . steel , includes 20 mi le
haul , exclude~ salvage, foundation
0 024116130500 demolition or dump fees B3 14800 0C.F. $ -$ 0.16
7/15/2024
Sweetwater Uranium Project 2019 Surety Rebaselining Update
Total Labor Equip. Total Labor Data
Equipme O&P O&P O&P Type Release
nt
$ 0.88 $ 1.18 $ 0.45 $ 0.97 $ 1.42 STD Year2024
$ 0.22 $ 0 .38 $ 0 .23 $ 0.24 $ 0 47 STD Year2024
7/15/2024
Cell 1
RECLAMATION OF CELL 1
Dewatering of Cell 1
Resource Descri ption
Dewatering of Cell 1 (2 yrs)
Total Dewatering of Cell 1
Crystal Removal
Resource Descri ption
Cat 7 40 Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat DST Dozer With Ripper
Cat D8T Dozer Operator
Cat 374 Excavator
Cat 374 Excavator Operator
Liner Cutting (Laborer)
8,000 gallon Waterwagon
8,000 gallon Waterwagon Operator
Cat 140H Motorgrader
Cat 140H Motorgrader Operator
Total Crystal Removal
Contaminated Materials Removal
Resource Description
Cat 627 Scraper
Cat 627 Scraper Operator
Cat DST Dozer With Ripper
Cat DST Dozer Operator
8,000 gallon Waterwagon
8,000 gallon Waterwagon Operator
Cat 140H Motorgrader
Cat 140H Motorgrader Operator
Total Contaminated Materials Removal
Topsoil Application
Resource Desc riptio n
Cat 627 Scraper
Cat 627 Scraper Operator
Cat D8T Dozer With Ripper
Cat DST Dozer Operator
8,000 gallon Waterwagon
8,000 gallon Waterwagon Operator
Cat 140H Motorgrader
Cat 140H Motorgrader Operator
Total Topsoil Application
8/22/2024 -WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
I hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
RECLAMATION OF CELL 1
Units Cost/Unit Task Units
$0.48 1 17,520 1
Units Cost/Unit Task Units
$130.94 1,442
$25.70 1,442
$116.53 481
$28.72 481
$173.95 481
$28.72 481
$172.90 481
$31.77 481
$20.70 481
$164.18 481
$25 .70 481
$90.15 481
$3 L 77 481
Units Cost/Unit Task Units
$243.45 481
$31.77 481
$173.95 240
$28.72 240
$164.18 240
$25.70 240
$90.15 240
$31.77 240
Units Cost/Unit Task Units
$243.45 60
$31.77 60
$173.95 30
$28 .72 30
$164.18 30
$25.70 30
$90.15 30
$31.77 30
Task Cost
$8 ,4 231
$8,423
Task Cost
$188,815
$37 ,066
$56,012
$13,805
$83 ,613
$13,805
$83,107
$15 ,269
$9,952
$78 ,916
$12,355
$43,335
$15 ,269
$651,318
Task Cost
$117 ,018
$15.269
$41 ,806
$6 ,902
$39.458
$6 ,178
$21,667
$7,635
$255,934
Task Cost
$14 ,603
$1,905
$5 ,217
$861
$4,924
$771
$2 ,704
$953
$31,938
Energy Fuels Resources (USA) Inc
White Mesa Mill
Construct Channel
Resource Description
Cat 740 Truck
Truck Drivers
Cat 374 Excavator
Cat 374 Excavator Operator
Drilling & Blasting Contractor
Drilling & Blasting Contractor, Fuel
Cat 140H Motorgrader
Cat 140H Motorgrader Operator
Cat DST Dozer With Ripper
Cat DST Dozer Operator
Total Construct Channel
Rock Armor and Rip Rap Filter
Resource Descriptio n
Cat D7 Dozer
Cat D7 Dozer Operator
8,000 gallon Waterwagon
8,000 gallon Waterwagon Operator
Cat 140H Motorgrader
Cat 140H Motorgrader Operator
Rock Cost Delivered
Total Place Rock Armor and Rip Rap Filter
Quality Control
Resource Descri ption
Quality Control Contractor
Total Quality Control
TOTAL RECLAMATION OF CELL 1
8/22/2024 -WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
RECLAMATION OF CELL 1
Units CosUUnit Task Units
hrs $130.94 171
hrs $25.70 171
hrs $172.90 43
hrs $31.77 43
BCY $5.50 66,667
Gal. $4.11 534
hrs $90.15 43
hrs $31.77 43
hrs $173.95 43
hrs $28.72 43
Units CosUUnit Task Units
hrs $121.13 30
hrs $28.72 30
hrs $164.18 30
hrs $25.70 30
hrs $90.15 30
hrs $31.77 30
CY $19.54 8,607
hrs
Units CosUUnit Task Units
!hrs $63.00 1 800 1
Task Cost
$22 ,383
$4 ,394
$7,389
$1 ,358
$366,667
$2,197
$3 ,853
$1,358
$7,434
$1,227
$418,258
Task Cost
$3 ,634
$862
$4 ,925
$771
$2.705
$953
$168,140
$181,989
Task Cost
S50 ,400 I
$50,400
$1,598,2601
Energy Fuels Resources (USA) Inc
White Mesa Mill
Volume Calculation -Cell 1
Reviewed 2/15/24
1) Area of Cell 1 -2,575,703 sq ft = 59.13 acres
2) Crystal and Liner Cover Removal
-Dewatering estimated at 2 years based on the last time Cell 1 was dry and approximate duration.
-Crystal thickness assumed as 1.5 feet.
-Soil Cover over the PVC Liner is based on design and as-built -1.5 feet.
-Crystal and soil cover will be excavated at the same time and placed in Cell 4A.
-Crystal and soil cover will be windrowed with a dozer, and loaded into 3 trucks with a loader.
-The PVC Liner will cut into manageable pieces and loaded into a truck with a hydraulic excavator.
-Road maintenance will be accomplished with a motorgrader and water wagon.
Volume to be removed = 2 .575 ,703 (1 .5 ft+ 1.5 .. 1 _28_6_, 1_8_9_c_v __ ____.lHours
27 ff Icy _ _
198 BCV/ HR
3) Removal of Contaminated Material Under Liner
-Estimated depth of contaminated soil required to be removed -1 foot.
-Contaminated material will be removed to Cell 4A.
-Contaminated soil will be windrowed with a dozer, and loaded into 3 trucks with a loader.
-Road maintenance will be accomplished with a motorgrader and water wagon.
Volume to be removed = 2,575,703 x (1 ft)
27 tflcy 95,396 CY
1,442
198 BCV/ HR 481
4) Construct Channel
-The channel will be constructed in the southwest corner of Cell 1 and will daylight to an existing
natural channel.
-The channel requires blasting of the bedrock to achieve the design grade .
-Approximate dimensions of the channel are 1,200 feet long by 150 feet wide by 10 feet deep.
Volume to be removed = 1,200 ft x 150 ft x 10 ft
27 trlcy 66,667 CY
390 BCV/ HR 171
-The broken rock material will be loaded into 3 trucks with a hydraulic excavator.
-23,188 CY of this material will be used in Cell 1 to grade the side slopes from 3H:1V to 5H:1V.
-The remainder of the excavated material will be hauled to Cell 4A South Slope and used as Random Fill -43,479 CY .
5) Grade Side slopes
-Material needed to grade the side slopes of Cell 1 will be produced during the construction of the
Cell 1 Drainage Channel
-The costs for staging the grading material at the base of the slopes is accounted for thin the
Channel Construction Task.
-The slopes will be graded and shaped with a dozer.
-Cell 1 has 6,020 feet of slopes. The slopes are 8 feet high and currently at a 3H:1V slope.
Volume needed for Grading = 6 ,020 ft x 8 ft x 26 ft x (1/2 1 23 ,188 CY
27 ft3/cy _
6) Topsoil Application
-29 acres of Cell 1 requires placement of 6 inches of topsoil.
-The remainder of Cell 1 will be covered with exposed Dakota Sandstone or Rip Rap.
-The topsoil will hauled from Topsoil pile W4.
-A scraper fleet will haul the topsoil and a dozer will assist with loading and final spreading .
-Road maintenance will be accomplished with a motorgrader and water wagon.
Volume needed for be placed = Icres x 43 ,560 ft2 /acre x
27 ft /cy
7) Rock Armor and Rip Rap Filter Placement
23,393 CY
390 BCY/ HR 60
-Rock for side armor, top armor and toe aprons will come from an off-site gravel source one (1) mile
north of Blanding. Rock will be produced through screening, stockpiled and trucked to the site at the
time of use. Belly dump trucks will dump gravel in windrows on the top and sides of the Cell.
-A dozer will spread the delivered rock.
-Road maintenance will be accomplished with a motorgrader and water wagon.
-8,607 CY of rock will be placed.
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FRA Kl~N DRILLING & BLASTiNG, INC.
Blasting Contractors
02-05-2021
Steven D . Hancock
6425 S. Highway 191
Blanding Utah, UT 84511
Subject: Per your email request from 2-01-2021
Mr. Hancock,
Per your request to rebid a previous quote w e submitted to you in February 2012, using the
sa me parameters of an area 160' wide by 12 00 ' long by an average depth of approximately 1 0'
producing around 67 ,000 cub ic yards of materia l.
If the above infomiation is correct , we offer to drill, load and blast at the cost of $3.70 per in
ban!c cubic yard . We request you supply fuel for the drills . Fuel consumption for two drills on
site wou ld be approximately between 75-100 gallons per day. We will supply all other
equipment, labor, and material, along with required insurances and MSHA compliance, (5000-
23).
Mobilization to the project for two drills and other supplies will be $7500,00 and is due upon our
mobilization to the project.
We request verification from your company t o ei ther suppiy explosive storage maga zin es , or
provide us with an area meeting BA TF requirements pertaining to safe storage locations of
explosives st orage magazines . We are able to suppl y explosive storage magazines if none can
be provided.
In the event d r illi ng and b'lasting operations encounter water in t h e bo re ho les , whether through
inclement weather or ground water infiltration, and specialized wet ho le explosive product is
needed , the cost of the product will be billed separately from the line item at invoiced materials
cost, plus delivery fee, plus 20% markup.
This quote is valid to December 31 , 202 i . If you have any questions, please contact us to
discuss .
Respectfully,
jeff Franklin
Owner
PO BOX 2246
hcct/4/4 Co5;/2 o/ 7 r) /u
Us e ' 3, CJC. / i,o/
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Re -Bid
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COST ESTIMATE
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By 6,A t'1 Date 9 /1-6/ lf C!ient f _:')o;1-J($ot-l Sheet _!_of _2__
Chkd. By ______ Description ...,,c,.,,· A=~u,.,,.__,,,i--=L=•.:..:.~l..:..,A.!.,:IJ:...,..l-=h1.=l,.'---'-"~;:;...:· v=A=t•\:.:..:la..,c.,'l".,___,_V--=¼=~-._,_'T'..:..,I }={A..:..,"t''-'-'n:.=~...__-~,lob No . I W ~146
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Chkd . By ______ Description C(.u. 1. 61 t\N t:,t@:·k, &,-1i u'f"l•f'Y ~SCI MM-c: Job No . I00914b
V.\23JO\o,U.,\2ll(I01001\co4\01)-ShNt Sol\llORROW
CELL 1 NO RTHERN OUTSLOPE
TYPICAL CROSS-SECTIO N
TOP OF ET C~VE~~
RIP RAP
CROSS-SECTIONAL
AREA: 82 SF
. RANDOM FILL
CROSS-SECTIONAL
AREA: 324 SF
5
-~:§ . ., l~ . AVG. HEIGHT: 18 FT .
~~---:;··--'.//,, ..
i" ,, , . • "3/ . '7~//~~'-.l :}.. , / /// // /. .r,~;.·-~ . .:;_;:_-._'"
RIP RAP BEDDING
CROSS-SECTIONAL
AREA: 45 SF
PIIOJfCI
-
mu: WHI TE MESA MILL RECLAMATION o M
SLOPE AREA CALCULATIONS l),\'!f
r""l'"'-'-i" r, ,,-, ,,... .,....,-1 1 .i SEP 2011 ,... JERGY FUELS I l,t:LL I llU -BO RROW
Cell 2
RECLAMATION OF CELL 2
RECLAMATION OF CELL 2
Place Radon Attenuation and Grading Layer -COMPLETE
Resource Description Units CosUUnit
Cat 627 Scraper hrs
Cat 627 Scraper Operators hrs
Cat D8N Dozer With Ripper hrs
Cat D8N Dozer Operator hrs
Cat D7 Dozer hrs
Cat D7 Dozer Operator hrs
Cat 140G Motorgrader hrs
Cat 140G Motorgrader Operator hrs
hrs
Total Place Radon Attenuation and Grading Layer
Place Compacted Radon Attenuation Layer -COMPLETE
Resource Description Units
Cat 627 Scraper hrs
Cat 627 Scraper Operators hrs
Cat 815 Compactor hrs
Cat 815 Compactor Operator hrs
Cat O8N Dozer With Ripper hrs
Cat O8N Dozer Operator hrs
Cat 07 Dozer hrs
Cat 07 Dozer Operator hrs
8,000 gallon Waterwagon hrs
8,000 gallon Waterwagon Operator hrs
Cat 140G Motorgrader hrs
Cat 140G Motorgrader Operator hrs
hrs
Total Place Compacted Radon Attenuation Layer
Place Water Storage Layer/ Growth Medium (48")
Resource Description Units
Cat 627 Scraper hrs
Cat 627 Scraper Operators hrs
Cat O8N Dozer With Ripper hrs
Cat O8N Dozer Operator hrs
Cat 07 Dozer hrs
Cat 07 Dozer Operator hrs
Cat 140G Motorgrader hrs
Cat 140G Motorgrader Operator hrs
hrs
Total -Place Water Storage Layer/ Growth Medium (48")
8/22/2024 -WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
$243.45
$34.76
$173.95
$31.41
$121 .13
$31.41
$90.15
$34.76
CosUUnit
$243.45
$34.76
$129.44
$28.09
$173.95
$31.41
$121.13
$31.41
$164.18
$28.09
$90 .15
$34 .76
CosUUnit
$243.45
$34.76
$173.95
$31.41
$121.13
$31.41
$90.15
$34.76
Task Units Task Cost
0 $0
0 $0
0 $0
0 $0
0 $0
0 $0
0 $0
0 $0
0 $0
$0
Task Units Task Cost
0 $0
0 $0
0 $0
0 $0
0 $0
0 $0
0 $0
0 $0
0 $0
0 $0
0 $0
0 $0
$0
Task Units Task Cost
1,996 $485,908
1,996 $69,386
499 $86,800
499 $15,674
499 $60,443
499 $15,674
499 $44,987
499 $17,347
$796,220
Energy Fuels Resources (USA) Inc.
White Mesa Mill
RECLAMATION OF CELL 2
Erosion Protection Layer (6")
Resource Descriptio n
Cat 627 Scraper
Cat 627 Scraper Operators
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
Cat D7 Dozer
Cat D7 Dozer Operator
Cat 140G Motorgrader
Cat 140G Motorgrader Operator
Rock Mulch Cost Delivered
Total Place Upper Random Fill
Place Compacted Outslope Fill
Resource Description
Cat 627 Scraper
Cat 627 Scraper Operators
Cat 815 Compactor
Cat 815 Compactor Operator
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
Cat D7 Dozer
Cat D7 Dozer Operator
8,000 gallon Waterwagon
8,000 gallon Waterwagon Operator
Cat 140G Motorgrader
Cat 140G Motorgrader Operator
Total Place Compacted Outslope Fill
Rock Armor and Rip Rap Filter
Resource Descriptio n
Cat D7 Dozer
Cat D7 Dozer Operator
8,000 gallon Waterwagon
8,000 gallon Waterwagon Operator
Cat 140G Motorgrader
Cat 140G Motorgrader Operator
Rock Cost Delivered
Total Place Rock Armor and Rip Rap Filter
8/22/2024 -WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
Units CosUUnit
hrs $243.45
hrs $34.76
hrs $121.13
hrs $31.41
hrs $121.13
hrs $31.41
hrs $90.15
hrs $34.76
CY $19.54
hrs
Units CosUUnit
hrs $243.45
hrs $34.76
hrs $129.44
hrs $28.09
hrs $121.13
hrs $31.41
hrs $121.13
hrs $31.41
hrs $164.18
hrs $28.09
hrs $90.15
hrs $34.76
hrs
Units CosUUnit
hrs $121.13
hrs $31.41
hrs $164.18
hrs $28.09
hrs $90.15
hrs $34.76
CY $19.54
hrs
Task Units Task Cost
213 $51,854
213 $7,405
59 $7 ,147
59 $1 ,853
59 $7,147
59 $1,853
115 $10,368
115 $3,998
5,000 $97,676
$189,300
Task Units Task Cost
58 $14 ,230
58 $2,032
15 $1,942
15 $421
15 $1,817
15 $471
15 $1 ,817
15 $471
15 $2,463
15 $421
15 $1,352
15 $521
$27,958
Task Units Task Cost
53 $6,420
53 $1,665
53 $8,701
53 $1,489
53 $4 ,778
53 $1,842
6 ,770 $132,253
$157,149
Energy Fuels Resources (USA) Inc.
White Mesa Mill
Quality Control
Resource Description
Quality Control Contractor
Total Quality Control
TOTAL RECLAMATION OF CELL 2
Notes and Assumptions:
RECLAMATION OF CELL 2
Units Cost/Unit
!hrs $63.001
Task Units Task Cost
8191 $51,5971
$51,597
1 $1,222,2241
-Quality control contractor is assumed to be necessary for duration of material placement plus 20% for
reporting.
-To blend topsoil and rock mulch in the Erosion Protection Layer, it is assumed that materials will be
windrowed and "bladed" three times by motograder.
Energy Fuels Resources (USA) Inc.
8/22/2024 -WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01 White Mesa Mill
Volume Calculation -Cell 2
1) Area of Cell 2 -2 ,986,660 sq ft = 68 .56 acres
2) The bridging layer (interium fill) and radon barrier of the cover has already been placed over 100% of Cell 2 surface.
3) Assumptions
-Cell will be graded to Design elevation utilizing finer materials in random fill stockpiles
and from "clay" stockpiles .
-Dewatering Estimated at 12 years based on the Cell 2 2013 drawdown(1 foot/ year) and remaing solution depth (12 feet).
-The upper 1 foot of random fill was placed utilizing the fine random fill and clay stockpiles
-Rock for side armor, top armor and toe aprons will come from an off-site gravel source
one (1) mile north of Blanding . Rock will be produced through screening, stockpiled and
trucked to the site at the time of use . Belly dump trucks will dump gravel in windrows
on the top and sides of the Cell.
5) Bring Platform Fill up to Design elevation (Lower Random)
Assume full area of Cell X one (1) foot thick
COMPLETE
2 ,986 ,660 sq ft X 1 ft. / 27 cubic feet per cubic yard= cubic yards
Use ~l _____ cu_b_ic_y._a_r_ds_.l
6) Placement of Clay Layer ( One (1) foot thick on top of Cell only)
Assume full area of Cell X one (1) foot thick Deleted
2 ,986 ,660 sq ft X 1 ft. / 27 cubic feet per cubic yard = cubic yards
7) Lower Random Fill Volume (Radon Barrier) -Top of Cell area
Assume full area of Cell X four (4) foot thick
-An excavator and loader will load 4 trucks .
Use~l ____ c_u_b_ic_y_a_r_ds_,!
100% Complete
-The dozer will place the material, water truck will moisture condition and the compactor will compact the materia l.
-The water wagon and grader will maintain the haul road .
2 ,986 ,660 sq ft X 4 ft. / 27 cubic feet per cubic yard= cubic yards
Use~l ____ c_u_b_ic_y_a_r_ds_.l
8) Upper Random Fill Volume ( Growth Medium) -Top of Cell area
Assume full area of Cell X one (4) foot thick
-4 trucks, 1 loader and 1 excavator used to load and haul the random fill.
Volume Calculation -Cell 2 (can't)
-A dozer will spread the material, a water truck will moisture condition prior to being compacted with the compactor.
-A road grader and water wagon will maintain the haul roads.
2,986,660 sq ft X 4 ft. / 27 cubic feet per cubic yard = 442,468 cubic yards
Use ! 445 ,000 cubic yards !
9) Armor Protection -Top of Cell
Assume full area of Cell X one-half (0.5) foot thick
2,986,660 sq ft X 0.5 ft. / 27 cubic feet per cubic yard= 55,309 cubic yards
Use l 55 ,400 cubic yards !
10) Cell 2 North Slope ( Slope #1 ) common with Cell 1-1
Average height
Length
12 feet
2600 feet
a) Random fill to reduce slope from 3:1 to 5:1
First Wedge [12 X 12 X 5)/2 -(12 X 12 X 3)/2] X 2600
= 374,400 cubic feet/ 27 = 13,867 cubic yards
Use! 13,900 cubic yards !
Remaining Random Fill
[15 X 15 X 5)/2 -(12 X 12 X 5)/2] X 2600
= 526,500 cubic feet/ 27 = 19,500 cubic yards
Use l 19 ,500 cubic yards !
Total Random Fill North Slope 33,400 cubic yards!
b) Rock Armor 8" thick -0.67 feet
[15.67 X 15.67 X 5)/2 -(15 X 15 X 5)/2] X 2600
= 133,568 cubic feet/ 27 = 4,947 cubic yard s
Use! 5 ,000 cubic yard s!
c) Rip Rap Filter 6" thick -0.5 feet
[15.5 X 15.5 X 5)/2 -(15 X 15 X 5)/2] X 2600
= 99,125 cubic feet/ 27 = 3 ,671 cubic yard s
Use! 3 ,700 cubic yards !
Volume Calculation -Cell 2 (can't) page 3
d) Toe Apron 2 X 7 X 2600 I 27 = 1,348 cubic yards
Use! 1,400 cubic yards l
Total Rock Armor Cell 2 north Slope 6,4 00 cubic yards !
11) North Slope common with Mill yard ( Slope #2 )
Average height 1 feet
Length 900 feet
a) Random fill to reduce slope from 3:1 to 5:1
First Wedge [1 X 1 X 5)/2 -(1 X 1 X 3)/2] X 900
900 cubic feeU 27 = 33 cubic yar ds
Use I 100 cubic yar ds !
Remaining Random Fill
[4 X 4 X 5)/2 -(1 X 1 X 5)/2] X 900
= 33,750 cubic feeU 27 = 1,250 cubic ya rds
Use I 1,300 cub ic yards !
Total Random Fill North Slope 1,400 cubic yards!
b) Rock Armor 8" thick -0.67 feet
[4.57 X 4.67 X 5)/2 -(4 X 4 X 5)/2] X 900
= 13,070 cubic feeU 27 = 484 cubic yards
Use! 500 cubic yards !
c) Rip Rap Filter 6" thick -0.5 feet
[4.5 X 4.5 X 5)/2 -(4 X 4 X 5)/2] X 900
= 9,563 cubic feeU 27 = 354 cubic yard s
Use! 350 cubic yard s!
d) No Toe Apron on fill common with Mill Yard
Total Rock Armor on slope common to Mill Yard 500 cubic yards!
Volume Calculation -Cell 2 (can't) page 4
12) Cell 2 West Dike ( Slope #3 )
Average height
Length
2 feet
500 feet
a) Random fill to reduce slope from 3:1 to 5:1
b) Rock Armor
First Wedge [2 X 2 X 5)/2 -(2 X 2 X 3)/2] X 500
2,000 cubic feet/ 27 =
Remaining Random Fill
[2 X 2 X 5)/2 -(2 X 2 X 3)/2] X 500
2,000 cubic feet/ 27 =
Total Random Fill North Slope
8" thick -0.67 feet
[5.67 X 5.67 X 5)/2 -(5 X 5 X 5)/2] X 500
8,936 cubic feet/ 27 =
c) Rip Rap Filter 6" thick -0.5 feet
[5.5 X 5.5 X 5)/2 -(5 X 5 X 5)/2] X 500
6,563 cubic feet/ 27 =
7 4 cubic yards
Use 1 ___ 1_o_o_c_ub_i_c_y_ar_d_.s l
7 4 cubic yards
Use .. l __ 1_.o_o_c_u_bi_c _y_ar_d_.s l
200 cubic yards!
331 cubic yards
Use .. I __ 4_0_0_c_u_bi_c _y_ar_d_.s !
243 cubic yards
Use .. I __ 2_s_o_c_u_bi_c_y_ar_d_.s l
d) Toe Apron Not required for slope 10 feet long -Drainage from Cell goes south to Cell 3
and then off of south slope of Cell 3
Total Rock Armor Cell 2 north Slope 400 cubic yards!
13) Cell 2 East Dike ( Slope #4 )
Average height
Length
a) Random Fill Wedge from #10
1 feet
1250 feet
1 cubic foot per linear foot X 1250 46 cubic yard s
Use .. I __ 1_o_o_c_u _bi_c _y_ard_s l
Volume Calculation -Cell 2 (can't) page 5
b) Remaining Random Fill from #10
37 .5 cubic foot per linear foot X 1250 I 27 1,736 cubic yards
Use l 1,800 cubic yards !
Total Random Slope #4 1,900 cubic yards!
c) Rock Armor 8" thick -0.67 feet from #10 14.52 cubic feet per linear foot of dike
14.52 cubic foot per linear foot X 1250 I 27
= 18, 150 cubic feeU 27 =
d) Rip Rap Filter 6" thick -0.5 feet
e) Toe Apron Not required
9.075 cubic foot per linear foot X 1250 I 27
420 cubic feeU 27 =
Total Rock Armor Cell 2 north Slope
14) South Slope Cell 2 common with Cell 3 ( Slope #5)
Average height
Length
3 feet
3500 feet
a) Random fill to reduce slope from 3:1 to 5:1
Random Fill [3 X 3 X 5)/2 -(3 X 3 X 3)/2] X 3500
= 31,500 cubic feeU 27 =
Random Fill Upper
[6 X 6 X 5)/2 -(4 X 4 X 5)/2] X 3500
672 cubic yards
Usej._ __ 6_7_5_c_u_bi_c_y_ar_d_.s !
420 cubic ya rds
Use l..._ __ 4_2_0_c_u_bi_c _y_ar_d_.s!
Use l
675 cubic yardsJ
1, 167 cubic yards
1,200 cub ic yards !
= 175,000 cubic feeU 27 = 6,481 cubic yards
Use l 6,500 cubic yards !
b) Clay Layer
c) Rock Armor
Volume Calculation -Cell 2 (con't) page 6
Deleted
[4 X 4 X 5)/2 -(3 X 3 X 5)/2] X 3500
cubic feeU 27 = cubic yards
Use ~l ____ c_u_bi_c_y_ar_d_,sl
8" thick -0.67 feet
[6.67 X 6.67 X 5)/2 -(6 X 6 X 5)/2] X 3500
= 74,278 cubic feeU 27 = 2 ,751 cubic yards
Use ! 2 ,8_00 cubic yards!
c) Rip Rap Filter 6" thick -0.5 feet
[6.5 X 6.5 X 5)/2 -(6 X 6 X 5)/2] X 3500
= 54,688 cubic feeU 27 = 2 ,025 cubic yards
Use ! 2 ,050 cubic yards!
No Toe Apron
Total Rock Armor on slope Cell 2 Slope common to Cell 3 2,800 cubi'c yards!
Top of Cell
North ( Slope #1 )
North ( Slope #2 )
West ( Slope #3 )
East ( Slope #4 )
South ( Slope #5 )
Totals
Volume Calculation -Cell 2 (can't) page 7
Volume Summary -Cell 2
Bridging Lower Upper Rock Rip Rap
Layer Random Clay Random Armor Filter
---445,000 55,400 0
13,900 19,500 6,400 3,700
100 1,300 500 350
100 100 400 250
100 1,800 675 420
1,200 -6 ,500 2,800 2 ,050
-15,400 -474,200 66,175 6,770
Cell 2 Lower Random Fill
Tailings Surface
Slope 1
Slope 2
Slope 3
Slope 4
Slope 5
Tota.I
Cell 2 Upper Random Fill
Tailings Surface
Slope 1
Slope 2
Slope 3
Slope 4
Slope 5
Total
Volume Calculation -Cell 2 (can't) page 8
Cell 2 Reclamation
Cat 637 Resource Requirements
Volume Route Yds/hr % Equip. Hr.
-E 263 100% 0.0
13,900 E 263 100% 52.8
100 E 263 100% 0.4
100 E 263 100% -0.4
100 E 263 100% 0.4
1,200 E 263 100% 4.6
15,400 58.5
Volume Route Yds/hr % Equip. Hr.
445,000 E 223 100% 1996.0
19,500 E 223 100% 87.5
1,300 E 223 100% 5.8
100 E 223 100% 0.4
1,800 E 223 100% 8.1
6,500 E 223 100% 29.2
474,200 2126.9
Cell 2 Rock Armor and Rip Rap Filter --use Highway Trucks
Clay Volume =
Trucking
980 Loader
D8N w/ ripper
Cat651 WW
Cat 825 Comp .
14G Patrol
5000galWW
Volume Calculation -Cell 2 (can't) page 9
Clay Production Cell 2
( use same assumptions as Cell 3 )
Bank Cubic Yards (BCY)
0.8 Swell Factor
Loose Cubic Yards (LCY)
475 LCY/hr 8 trucks plus one (1) Loader
150,000 LCY / 475 LCY, 0 hours
use 0 hours
0 X 8 Trucks = 0 hours
Hours
0
0
0
0
0
0
Volume Calculation -Cell 2 (con't) page 10
Rock Armor and Rip Rap Filter Production Cell 2
72,945 cubic yards (cy)
38 cy per hour times 8 trucks
304 cy per hour delivered
Assume 25% extra time for spreading, loading and screen wait
304 / 1.25 243.2 cy per hour 300 Hours ----
Y:\1330\...,,.\:2J.100100l\cod\Ol~S>!oll Sol\,IIMIWII
CELL 2 EASTERN EXTERIOR SLOPE
TYPICAL CROSS-SECTION
TOP OF ET CO VER
RANDOM FILL
CROSS-SECTIONAL
AREA: 63 SF
RIP RAP BEDDING
CROSS-SECTIONAL
AREA: 13 SF
RIP RAP
CROSS-SECTIONAL
AREA: 23 SF
5 _j
AVG . HEIGHT: 5 FT .
;si •
EX ISTING
GROUND SURFACE
CELL 2 NORTHEASTERN EXTERIOR SLOPE
TYPICAL CROSS-SECTION
TOP OF ET COVER~ -
I -··--
RANDOM FILL
CROSS-SECTIONAL
AREA: 63 SF
RIP RAP BEDDING
CROSS-SECTIONAL
AREA: 13 SF
RIP RAP
CROSS-SECTIONAL
AREA: 23 SF
_j T.
EX IS TING
GROUND SURFACE
CELL 2 WESTERN EXTERIOR SLOPE
TYPICAL CROSS-SECTION
TOP OF ET COVER\
I .. -•
RIP RAP
CROSS-SECTIONAL
AREA: 28 SF
5 __J
FT .
EXISil NG RANDOM FILL
CROSS -S ECTIONAL
AREA : 90 SF
GROUND SURFACE
RIP RAP BEDDIN G
CROSS-SECTIONAL
AREA : 15 SF
CELL 2 NORTH INTERIOR SLOPE
COMMON WITH CELL #1
TYPICAL CROSS-SECTION
RIP RASPSECTIONAL CROS -
AREA : 14 SF
p OF ET COVER~ L __j
TO 5 1 G.,JjfilG!:!I; 3 F~ --•• ''<~ Av_ . f
I --;·· -
/TOP OF ET COVER
-•C.--•-·
c~~s~~;E~;~g~~~F
AREA:9 S
PROll'.CT
WHITE MESA MILL RECLAMATION
SLOPE AREA CALCULATIONS
CELL 2
0 M WH
01(11;
SEP2011
fU ·NAWc BORROW
Cell 3
RECLAMATION OF CELL 3
RECLAMATION OF CELL 3
Dewatering of Cell 3
Resource Description
Dewatering of Cell 3
Total Dewatering of Cell 3
Place Platform Fill and Grading Layer
Resource Description
Cat 627 Scraper
Cat 627 Scraper Operators
Cat O8N Dozer With Ripper
Cat O8N Dozer Operator
Cat 07 Dozer
Cat 07 Dozer Operator
Cat 140G Motorgrader
Cat 140G Motorgrader Operator
Units
!hrs
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
Total Place Radon Attenuation and Grading Layer
Place Compacted Radon Attenuation Layer
Resource Description
Cat 627 Scraper
Cat 627 Scraper Operators
Cat 815 Compactor
Cat 815 Compactor Operator
Cat O8N Dozer With Ripper
Cat O8N Dozer Operator
Cat 07 Dozer
Cat 07 Dozer Operator
8,000 gallon Waterwagon
8,000 gallon Waterwagon Operator
Cat 140G Motorgrader
Cat 140G Motorgrader Operator
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
Total Place Compacted Radon Attenuation Layer
Place Water Storage Layer (48")
Resource Descriptio n
Cat 627 Scraper hrs
Cat 627 Scraper Operators hrs
Cat O8N Dozer With Ripper hrs
Cat O8N Dozer Operator hrs
Cat 07 Dozer hrs
Cat 07 Dozer Operator hrs
Cat 140G Motorgrader hrs
Cat 140G Motorgrader Operator hrs
Total Place Water Storage Layer (48")
8/22/2024 -WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
Units
Units
Cost/Unit
$0.481
Cost/Unit
.$243.45
$34.76
$173.95
$31.41
$121.13
$31.41
$90.15
$34.76
Cost/Unit
$243.45
$34.76
$129.44
$28.09
$1-73.95
$31.41
$121.13
$31.41
$164.18
$28.09
$90.15
$34.76
Cost/Unit
$243.45
$34.76
$173.95
$31.41
$121.13
$31.41
$90.15
$34.76
Task Units Task Cost
62,400 1 $30,000 1
$30,000
Task Units Task Cost
54 $13 ,250
54 $1,892
14 $2,435
14 $440
14 $1,696
14 $440
14 $1 ,262
14 $487
$21,901
Task Units Task Cost
1,222 $297,369
1,222 $42,463
306 $39,607
306 $8 ,597
306 $53 ,228
306 $9,612
306 $37,065
306 $9,612
306 $50,238
306 $8 ,597
306 $27 ,587
306 $10,638
$594,613
Task Units Task Cost
1,867 $454,459
1,867 $64,895
467 $81,234
467 $14 ,669
467 $56 ,567
467 $14,669
467 $42,102
467 $16,234
$744,830
Energy Fuels Resources (USA) Inc.
White Mesa Mill
RECLAMATION OF CELL 3
Erosion Protection Layer (6")
Resource Description
Cat 627 Scraper
Cat 627 Scraper Operators
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
Cat D7 Dozer
Cat D7 Dozer Operator
Cat 140G Motorgrader
Rock Cost Delivered
Cat 140G Motorgrader Operator
Total Place Upper Random Fill
Place Compacted Outslope Fill
Resource Descri pti on
Cat 627 Scraper
Cat 627 Scraper Operators
Cat 815 Compactor
Cat 815 Compactor Operator
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
Cat D7 Dozer
Cat D7 Dozer Operator
8,000 gallon Waterwagon
8,000 gallon Waterwagon Operator
Cat 140G Motorgrader
Cat 140G Motorgrader Operator
Total Place Compacted Outslope Fill
Rock Armor and Rip Rap Filter
Resource Description
Cat D7 Dozer
Cat D7 Dozer Operator
8,000 gallon Waterwagon
8,000 gallon Waterwagon Operator
Cat 140G Motorgrader
Cat 140G Motorgrader Operator
Rock Cost Delivered
Total Place Rock Armor and Rip Rap Filter
8/22/2024 -WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
Units Cost/Unit
hrs $243.45
hrs $34.76
hrs $121.13
hrs $31.41
hrs $121.13
hrs $31.41
hrs $90.15
CY $19.54
hrs $34.76
Units Cost/Unit
hrs $243.45
hrs $34.76
hrs $129.44
hrs $28.09
hrs $121.13
hrs $31.41
hrs $121.13
hrs $31.41
hrs $164.18
hrs $28.09
hrs $90.15
hrs $34.76
Units Cost/Unit
hrs $121.13
hrs $31.41
hrs $164.18
hrs $28.09
hrs $90.15
hrs $34.76
CY $19.54
Task Units Task Cost
193 $46,985
193 $6 ,709
49 $5,935
49 $1,539
49 $5,935
49 $1,539
49 $4,418
20 ,000 $390 ,704
49 $1,703
$465,468
Task Units Task Cost
20 $4,869
20 $695
5 $647
5 $140
5 $606
5 $157
5 $606
5 $157
5 $821
5 $140
5 $451
5 $174
$9,463
Task Units Task Cost
25 $3 ,028
25 $785
25 $4,104
25 $702
25 $2,254
25 $869
4,075 $79 ,606
$91,349
Energy Fuels Resources (USA) Inc.
White Mesa Mill
Quality Control
Resource Descri pti on
Quality Control Co ntractor
Total Quality Control
TOTAL RECLAMATION OF CELL 3
Notes and Assumptions:
RECLAMATION OF CELL 3
Units Cost/Unit
l hrs $63.00 !
Task Units Task Cost
1,040 1 $65,520 1
$65,520
i $2,023, 1451
-Quality control contractor is assumed to be necessary for duration of material placement plus 20% for
reporting.
-Erosion Protection Layer for Cell 3 does not require rock mulch.
Energy Fuels Resources (USA) Inc.
8/22/2024 -WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01 White Mesa Mill
Volume Calculation -Cell 3
Reviewed 02/24/24
1) Area of Cell 3 -3,234,252 sq ft = 74.25 acres
2) Area of Cell 3 still open as of January 2015
3.0 acres Use 131,328 sq ft
3) Assumptions
-Bridging layer is placed using random fill from piles east and west of Cell 3
-Dewatering estimated at 12 years.
-Cell will be graded to Design elevation utilizing finer materials in random fill stockpiles
and from "clay" stockpiles.
-The upper 1 foot of random fill will be placed utilizing the fine random fill and clay stockpiles
-Rock for side armor, top armor and toe aprons will come from an off-site gravel source
one (1) mile north of Blanding. Rock will be produced through screening, stockpiled and
trucked to the site at the time of use. Belly dump trucks will dump gravel in windrows
on the top and sides of the Cell.
4) Bridging Layer ( Platform Fill) Remaining to be placed
131,328 sq ft X 3 ft. I 27 cubic feet per cubic yard = 14 ,5 92 cubic yards !
5) Place Compacted Radon Attenuation Layer
Assume full area of Cell X one (4) foot thick
23.5 acres completed during 2017 1,023,660 sq ft
2,210,592 sq ft X 4 ft. I 27 cubic feet per cubic yard = 327,495 cubic yards!
6) Placement of Clay Layer ( One (1) foot thick on top of Cell only)
Assume full area of Cell X one (1) foot thick
DELETED
3,234,252 sq ft X 1 ft. I 27 cubic feet per cubic yard = cubic yards
Use'-! ____ c_ub_i_c_ya_r_ds_,!
Volume Calculation -Cell 3 (can't) page 2
7) Upper Random Fill Volume ( Growth Medium) -Top of Cell area
Assume full area of Cell X one (4) foot thick
-4 trucks, 1 loader and 1 excavator used to load and haul the random fill.
-A dozer will spread the material, a water truck will moisture condition prior to being compacted with the compactor .
-A road grader and water wagon will maintain the haul roads.
3,234,252 sq ft X 4 ft. / 27 cubic feet per cubic yard = 479,148 cubic yards
Use! 480,000 cubic yards!
8) Armor Protection -Top of Cell
Assume full area of Cell X one-half (0.5) foot thick
3,234,252 sq ft X 0.5 ft. / 27 cubic feet per cubic yard = 59,894 cubic yards
Use! 60 ,000 cubic yards!
9) Cell 3 North Slope ( Slope #6 ) common with Cell 2 No clay on slopes. Toe apron only at base of
long slope or where drainage is directed.
Average heigh·
Length
2 feet
1100 feet
a) Random fill to reduce slope from 3: 1 to 5: 1
First Wedge [2 X 2 X 5)/2] X 1100
= 11,000 cubic feet/ 27 =
Remaining Random Fill
[5 X 5 X 5)/2 -(2 X 2 X 5)/2] X 1100
= 57,750 cubic feet/ 27 =
Total Random Fill North Slope
b) Rock Armor 8" thick -0.67 feet
[5.67 X 5.67 X 5)/2 -(5 X 5 X 5)/2] X 1100
= 19,659 cubic feet/ 27 =
c) Rip Rap Filter 6" thick -0.5 feet
[5.5 X 5.5 X 5)/2 -(5 X 5 X 5)/2] X 1100
= 14,438 cubic feet/ 27 =
Use
d) Toe Apron No rock required
407 cubic ya rds
Use l._ __ 4_1_0_c_ub_ic __ ya_r_ds_.l
2 , 139 cubic yards
Use l 2 ,200 cubic yards!
2,61 0 cubic yards!
728 cubic ya rds
Use!._ __ 7_3_0_c_ub_ic __ ya_r_ds_.l
535 cubic yards
550 cubic yards
Total Rock Armor Cell 3 north Slope 730 cubic yards !
Volume Calculation -Cell 3 (can't) page 3
10) Cell 3 South Dike, west end ( Slope #7 )
Average heigh·
Length
16 feet
1750 feet
a) Random fill to reduce slope from 3:1 to 5:1
First Wedge [16 X 16 X 5)/2 -(16 X 16 X 3)/2] X 1750
= 448,000 cubic feet/ 27 =
Remaining Random Fill
[19X 19X5)/2 -(16X 16X5)/2] X 1750
= 459,375 cubic feet/ 27 =
Total Random Fill North Slope
b) Rock Armor 8" thick -0.67 feet
[19.67X19.67X5)/2 -(19X19X5)/2] X1750
= 113,351 cubic feet/ 27 =
c) Rip Rap Filter 6" thick -0.5 feet
[19.5X 19.5X5)/2 -(519X 19X5)/2] X 1750
84,219 cubic feet/ 27 =
Use
d) Rock Apron at toe of slope [2ft X 7ft wide X 1750 long] / 27 =
Total Rock Armor Slope #7
16,593 cubic yards
Use! 16 ,600 cubic yards!
17,014 cubic yards
Use ! 17, 100 cubic yards !
33,700 cubic yards!
4,198 cubic yards
Use ! 4 ,200 cubic yards !
Use l
3, 119 cubic yards
3,200 cubic yards
907
1,000 cubic yards!
5,200 cubic yards!
11) Cell 3 South Dike ( Slope #8 )
Volume Calculation -Cell 3 (can't) page 4
VOLUME DELETED. AREA FILLED WITH CELL 4A TAILINGS
a) Random Fill No existing Dike [(4 X 4 X 5) I 2] X 800 /27 = 1185 cubic yards
Use l 1,2 0 0 cubic yards !
Total Random Slope #4 1,200 cubic yards !
b) Rock Armor 8" thick -0.67 feet 14.52 cubic feet per linear foot of dike
14.52 cubic foot per linear foot X 800 / 27
430 cubic feet/ 27 =
c) Rip Rap Filter 6" thick -0.5 feet
10.84 cubic foot per linear foot X 800 / 27
321 cubic feet/ 27 =
d) Toe Apron Not required
Total Rock Armor Cell 3 East Slope
Use
430 cubic yards
Use!.._ __ 4_5_0_c_ub_ic ___ ya_r_ds_.!
321 cubic yards
325 cubic yards
450 cubic yards!
Volume Calculation -Cell 3 (can't) page 5
Volume Summary -Cell 3
Top of Cell
West ( Slope #6 )
South ( Slope #7 )
East ( Slope #9 )
Totals
Bridging Lower Upper Rock Rip Rap
Layer Random Clay Random Armor Filter
14,592 327,495 -480,000 60,000 0
410 2,200 730 550
16,600 17,100 5,200 3,200
1,200 450 325
14,592 344,505 -500,500 66,380 4,075
Volume Calculation -Cell 3 (can't) page 6
Cell 3 Reclamation
Cat 637 Resource Requirements
Volume Route Yds/hr % Equip. Hr. I
Cell 3 Bridging Lift
Tailings Surface 14,592 C 268 100% 54.4
Cell 3 Lower Random Fill
Tailings Surface 327,495 C 268 100% 1221.5
Slope 6 410 C 268 100% 1.5
Slope 7 16,600 C 268 100% 61.9
Slope 9 -C 268 100% 0.0
Total 344,505 1284.9
I
TruckinQ Fleet Requirements
Cell 3 Upper Random Fill Volume Route Yds/hr % Equip. Hr.
Tailings Surface 480,000 C 268 100% 1790.3
Tailings Surface D 268 100% 0.0
Slope 6 2,200 D 268 100% 8.2
Slope 7 17,100 D 268 100% 63.8
Slope 9 1,200 D 268 100% 4.5
Total 500,500 1866.8
Cell 3 Rock Armor --use Highway Trucks
' ; .
...
\. C.
. r· ..., .
.,,. .. ~ 1.......,,
! • · .. .: ,
r -I
• • •, I
JI. ,'~ l
..... -~ .
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r' -~-,.
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CELL 3 NORTHERN SLOPE
COMMON WITH CELL 2
TYPICAL CROSS-SECTION
CROSS-SECTIONAL L RIPRAP
rneoe;T:DVER ~ L --~ . AREA""'
) AVG. HEIGHT: 3 FT ~ -2~_...,_ --::7 1
;IP RAe BEDDING7L --~ ~ro e a, ET COVER
CROSS-SECTIONAL
AREA: 8 SF
CELL 3 EASTERN EXTERIOR SLOPE
TYPICAL CROSS-SECTION
RIP RAP
CROSS-SECTIONAL
AREA: 18 SF
TOP OF ET COVER
)
RIP RAP BEDDING
28 CROSS-SECTIONAL
AREA: 9 SF
AVG . HEIGHT 3.5 FTf '//'-,--., '3~' '*° 1 _
/ ' , • "'-~ ' -,.,,,:-:~·IS-c~-l ~,....G-7-....,.
RANDOM FILL
CROSS-SECTIONAL
AREA: 31 SF
GROUND
SURFACE
CELL 3 WESTERN EXTERIOR SLOPE
TYPICAL CROSS-SECTION
CROSS-SECTIONAL
AREA : 32 SF
TOP OF ET COVER\
\-. -.. /
RIPRAP
--_J ·,;c:;;::::-:-,1
RANDOM FILL
CROSS-SECTIONAL
AREA: 123 SF
RIP RAP BEDDING
CROSS-SECTIONAL
AREA : 17 SF
PllWtcT
·-"':\~ --
EXISTING
GROUND SURFACE
~RGYFUELS
n ru'
WHITE MESA MILL RECLAMATION
SLOPE AREA CALCULATIONS
CELL 3
((D) MWUU
l>\TI'
SEP 2011
f'IU: twit BORROW
Cell 4A
RECLAMATION OF CELL 4A
RECLAMATION OF CELL 4A
Dewatering of Cell 4A
Resource Description
Dewatering of Cell 4A jhrs
Total Dewatering of Cell 4A
Place Radon Attenuation and Grading Layer
Resource Description
Cat 627 Scraper
Cat 627 Scraper Operators
Cat D8N Dozer With Ripper
Cat 08N Dozer Operator
Cat D7 Dozer
Cat D7 Dozer Operator
Cat 140G Motorgrader
Cat 140G Motorgrader Operator
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
Units
Units
Total Place Radon Attenuation and Grading Layer
Place Compacted Radon Attenuation Layer
Resource Description
Cat 627 Scraper
Cat 627 Scraper Operators
Cat 815 Compactor
Cat 815 Compactor Operator
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
Cat 07 Dozer
Cat 07 Dozer Operator
8,000 gallon Waterwagon
8,000 gallon Waterwagon Operator
Cat 140G Motorgrader
Cat 140G Motorgrader Operator
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
Total Place Compacted Radon Attenuation Layer
Place Water Storage Layer (42")
Resource Description
Cat 627 Scraper hrs
Cat 627 Scraper Operators hrs
Cat D8N Dozer With Ripper hrs
Cat D8N Dozer Operator hrs
Cat D7 Dozer hrs
Cat D7 Dozer Operator hrs
Cat 140G Motorgrader hrs
Cat 140G Motorgrader Operator hrs
Total Place Water Storage Layer (42")
8/22/2024 -WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
Units
Units
70
Cost/Unit
Cost/Unit
$243.45
$34.76
$173.95
$31.41
$121.13
$31.41
$90.15
$34.76
Cost/Unit
$243.45
$34.76
$129.44
$28 .09
$173.95
$31.41
$121.13
$31.41
$164.18
$28.09
$90.15
$34.76
Cost/Unit
$243.45
$34.76
$173.95
$31.41
$121.13
$31.41
$90.15
$34.76
Task Units Task Cost
62,4001 $30,0001
$30,000
Task Units Task Cost
492 $119 ,886
492 $17,119
124 $21,570
124 $3,895
124 $15,020
124 $3,895
124 $11 ,179
124 $4 ,311
$196,875
Task Units Task Cost
329 $80,025
329 $11,427
83 $10,743
83 $2,332
83 $14,438
83 $2 ,607
83 $10,054
83 $2,607
83 $13,627
83 $2,332
83 $7,483
83 $2,885
$160,559
Task Units Task Cost
329 $80,025
329 $11,427
83 $14,438
83 $2,607
83 $10 ,054
83 $2,607
83 $7,483
83 $2,885
$131,526
Energy Fuels Resources (USA) Inc.
White Mesa Mill
RECLAMATION OF CELL 4A
Erosion Protection Layer (6")
Resource Descripti on
Cat 627 Scraper
Cat 627 Scraper Operators
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
Cat D7 Dozer
Cat D7 Dozer Operator
Cat 140G Motorgrader
Cat 140G Motorgrader Operator
Rock Mulch Cost Delivered
Total Place Upper Random Fill
Place Compacted Outslope Fill
Resource Description
Cat 627 Scraper
Cat 627 Scraper Operators
Cat 815 Compactor
Cat 815 Compactor Operator
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
Cat D7 Dozer
Cat D7 Dozer Operator
8,000 gallon Waterwagon
8,000 gallon Waterwagon Operator
Cat 140G Motorgrader
Cat 140G Motorgrader Operator
Total Place Compacted Outslope Fill
Rock Armor and Rip Rap Filter
Resource Description
Cat D7 Dozer
Cat D7 Dozer Operator
8,000 gallon Waterwagon
8,000 gallon Waterwagon Operator
Cat 140G Motorgrader
Cat 140G Motorgrader Operator
Rock Cost Delivered
Total Place Rock Armor and Rip Rap Filter
8/22/2024 -WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
Units Cost/Unit
hrs $243.45
hrs $34.76
hrs $121.13
hrs $31.41
hrs $121.13
hrs $31.41
hrs $90.15
hrs $34.76
CY $19.54
Units Cost/Unit
hrs $243.45
hrs $34.76
hrs $129.44
hrs $28.09
hrs $121.13
hrs $31.41
hrs $121.13
hrs $31.41
hrs $164.18
hrs $28.09
hrs $90.15
hrs $34.76
Units Cost/Unit
hrs $121.13
hrs $31.41
hrs $164.18
hrs $28.09
hrs $90.15
hrs $34.76
CY $19.54
71
Task Units Task Cost
86 $20 ,936
86 $2,990
29 $3,513
29 $911
29 $3,513
29 $911
86 $7,753
86 $2 ,990
14 ,000 $273,493
$317,009
Task Units Task Cost
364 $88,614
364 $12,654
91 $11,779
91 $2 ,557
91 $11 ,023
91 $2,858
91 $11,023
91 $2,858
91 $14,940
91 $2 ,557
91 $8 ,204
91 $3,163
$172,229
Task Units Task Cost
148 $17 ,927
148 $4,649
148 $24,298
148 $4,158
148 $13,343
148 $5,145
27,000 $527,451
$596,971
Energy Fuels Resources (USA) Inc.
White Mesa Mill
RECLAMATION OF CELL 4A
Quality Control
Resource Descri ption
Quality Control Contractor
Total Quality Control
TOTAL RECLAMATION OF CELL 4A
Notes and Assumptions:
Units CosUUnit
lhrs $63.001
Task Units Task Cost
738 1 $46,494 1
$46,494
1 $1,651,6631
-Quality control contractor is assumed to be necessary for duration of material placement plus 20% for
reporting.
-To blend topsoil and rock mulch in the Erosion Protection Layer, it is assumed that materials will be
windrowed and "bladed" three times by motograder.
72
Energy Fuels Resources (USA) Inc.
8/22/2024 -WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01 White Mesa Mill
Volume Calculation -Cell 4A
Reviewed 02/20/24
1) Area of Cell 4A • 1,785,960 sq ft = 41.00 acres
2) Assumptions
-Bridging layer is placed using random fill from piles east of Cell 4A
-Dewatering estimated at 6 years.
-Cell will be graded to Design elevation utilizing finer materials in random fill stockpiles
and from "clay" stockpiles.
-The upper 1 foot of random fill will be placed utilizing the fine random fill and clay stockpiles
-Rock for side armor, top armor and toe aprons will come from an off-site gravel source
one (1) mile north of Blanding. Rock will be produced through screening, stockpiled and
trucked to the site at the time of use. Belly dump trucks will dump gravel in windrows
on the top and sides of the Cell.
3) Bridging Layer ( Platform Fill ) Remaining to be placed
1,785,960 sq ft X 3 ft. / 27 cubic feet per cubic yard = 198,440 cubic yards
4) Bring Platform Fill up to Design elevation (Lower Random)
Assume full area of Cell X one (1) foot thick
Use~! __ 1_9_8_,5_o_o_c_u_bi_c_y_a_rd_s_
1,785,960 sq ft X 1 ft. / 27 cubic feet per cubic yard= 66,147 cubic yards
Use~! __ 6_6_,o_o_o_c_u_bi_c_y_a_rd_s_
5) Placement of Clay Layer DELETED
Assume full area of Cell X one (1) foot thick
1,785,960 sq ft X 1 ft. / 27 cubic feet per cubic yard= cubic yards
Use ~l _____ c_u_bi_c_y_a_rd_s_
8/22/2024 WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
Volume Calculation -Cell 4A (con't) page 2
6) Upper Random Fill Volume -Radon Barrier -Top of Cell area
Assume full area of Cell X one (2) foot thick
-3 trucks, 1 excavator used to load and haul the random fill.
-A dozer will spread the material, a water truck will moisture condition prior to being compacted .
-A road grader and water wagon will maintain the haul roads.
1,785,960 sq ft X 2 ft. / 27 cubic feet per cubic yard= 132,293 cubic yards
Use~! __ 1_3_2_.5_o_o_c_u_bi_c_y_a_rd_s__.
7) Armor Protection -Top of Cell
Assume full area of Cell X one-half (0.5) foot thick
1,785,960 sq ft X 0.5 ft. / 27 cubic feet per cubic yard= 33,073 cubic yards
8) Cell 4A South Dike, ( Slope #1 )
Average height
Length
36 feet
1600 feet
a) Random fill to reduce slope from 3:1 to 5:1
Use_! __ 3_3_,o_o_o_c_u_bi_c~y_a_rd_s_
First Wedge [36 X 36 X 5)/2 -(36 X 36 X 3)/2] X 1600
= ttltJt!t#ffK cubic feet/ 27 = 76,800 cubic yards
-43,479 CY of material will come from the excavated channel within Cell 1. (43,479) cubic yards
-The cost to load, haul and stage the material is included in Cell 1 channel construction.
Use~! --3"""3-,3"""_2"""1_c_u-bi_c_y_a-rd_s_
Remaining Random Fill
[39 X 39 X 5)/2 -(36 X 36 X 5)/2] X 1600
= 900,000 cubic feet/ 27 = 33 ,333 cubic yards
Use_! __ 3_4_,o_o_o_c_u_bi_c_y_a_rd_s_
Total Random Fill South Slope 110,800 cubic yards
b) Rock Armor 8" thick -0.67 feet
[39.67 X 39.67 X 5)/2 -(39 X 39 X 5)/2] X 1600
= 210,836 cubic feet/ 27 = 7 ,809 cubic yards
Use_! ___ 7_,8_o_o_c_u_bi_c_y_a_rd_s_
8/22/2024 WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
Volume Calculation -Cell 4A (con't) page 3
c) Rip Rap Filter 6" thick -0.5 feet
[39.5 X 39.5 X 5)/2 -(39 X 39 X 5)/2] X 1600
= 157,000 cubic feet/ 27 =
Use
5,815 cubic yards
6,000 cubic yards
d) Rock Apron at toe of slope [2ft X 7ft wide X 1600 long] / 27 = 830
Total Rock Armor South Slope
9) Cell 4A East Slope ( Slope #2 )
Average height
Length
8 feet
1200 feet
a) Random fill to reduce slope from 3:1 to 5:1
First Wedge [8 X 8 X 5)/2 -(8 X 8 X 3)/2] X 1200
= 76,800 cubic feet/ 27 =
Remaining Random Fill
[11 X 11 X 5)/2 -(8 X 8 X 5)/2] X 1200
= 171,000 cubic feet/ 27 =
Total Random Slope #3
Use~l ___ 8_5_0_c_u_bi_c_y_a_rd_s_,
8,650 cubic yards
1185 cubic yards
Use!.._ __ 1_,2_o_o_c_ub_i_c_y_ar_d_s___.
6 ,333 cubic yards
Use~l ___ 6_,5_o_o_c_u_bi_c_y_a_rd_s_,
7 ,too cubic yards
b) Rock Armor 8" thick -0.67 feet 14.52 cubic feet per linear foot of dike
14.52 cubic foot per linear foot X 1200 I 27
= 645 cubic feet/ 27 = 24 cubic yards
Usel.,_ ___ 2_5_c_ub_i_c_y_ar_d_s___.
c) Rip Rap Filter 6" thick -0.5 fee t
10.84 cubic foot per linear foot X 1200 I 27
8/22/2024 WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
Volume Calculation -Cell 4A (con't) page 4
= 482 cubic feet/ 27 =
Use
c) Toe Apron Not required
Total Rock Armor Cell 4A East Slope
Volume Summary -Cell 4A
Top of Cell
South ( Slope #1 )
East ( Slope #2 )
Totals
Bridging
Layer
198,500
198,500
Lower
Random
66,000
33,321
1,200
100,521
8/22/2024 WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
Clay
-
-
Upper
Random
132,500
34,000
6,500
173,000
18 cubic yards
20 cubic yards
25 cub ic yards
Rock Armor Rip Rap Filter
33,000 0
8,650 6,000
25 20
41,675 6,020
Volume Calculation -Cell 4A (can't) page 5
Cell 4A Reclamation
Cat 637 Resource Requirements
Volume Route Yds/hr % Equip. Hr.
Cell 4A Bridging Lift
Tailings Surface 198,500 A 403 100% 492.5
Cell 4A Lower Random Fill
Tailings Surface 37,500 A 403 100% 93.0
.
Tailings Surface 28,500 A 403 100% 70.7
Slope 1 33,321 A 403 100% 82.7
Slope 2 1,200 A 403 100% 3.0
Total 249.4
Trucking Fleet Requ irements
Cell 4A Upper Random Fill Volume Route Yds/hr per % Equip. Hr. truck
Tailings Surface 132,500 A 403 100% 328.7
Slope 1 34,000 A 403 100% 84.4
Slope 2 6,500 A 403 100% 16.1
Total 429.2
Cell 4A Rock Armor --use Highway Trucks
8/22/2024 WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
Clay Volume =
=
Trucking
Machine
980 Loader
D8N w/ ripper
Cat651 WW
Cat 825 Comp.
14G Patrol
5000 gal WW
Volume Calculation -Cell 4A (can't) page 6
Clay Production Cell 4A
( use same assumptions as Cell 2 )
Bank Cubic Yards (BCV)
0.8 Swell Factor
Loose Cubic Yards (LCY)
475 LCY/hr 8 trucks plus one (1) Loader
85,000 LCY / 475 LCY/h 0 hours
use 0 hours
Hours
8/22/2024 WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
Volume Calculation -Cell 4A (can't) page 7
Rock Armor and Filter Layer Production Cell 4A
47,695 cubic yards (cy)
38 cy per hour times 8 trucks
304 cy per hour delivered
Assume 25% extra time for spreading, loading and screen wait
304 / 1.25 243.2 cy per hour 196 Hours
Cell 4A Capacity 2018
Decommissioning Source
Total Production deposited
Year Tons
2009 144,434
2010 233,744
2011 174,545
2012 139,344
2013 132,108
2014 46,537
2015 0
2016 41,002
2017 0
Total 911,714
Cell 4A Design Capacity
Remaining Capacity
Placed in Cell
Cell 1 Crystals
Cell 1 Cont Mat
Demo Mat
Demo Mat Vol
Mill Cont Mat
Cell 48 Cont Mat
Total
8/22/2024 WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
286,189 cy
95,396 cy
488 hr
195,200 cy
134 hr
66,147 cy
643,066 cy
798,688
2,100,000 tons
1,188,286 tons
911,714 tons
11! \2lJO\oci]w\23lOOI00l\,od\Ol:I--Sot~OW
CELL 4A SOUTHERN EXTERIOR SLOPE
TYPICAL CROSS-SECTION
CAE$TO
EXISTING 011(£
TOP OF ET C0.1/ER ~
Clllll
EXlSTING CllllE
TOP OF ET C~
CELL 48 SOUTHERN EXTERIOR SLOPE
TYPICAL CROSS-SECTION
T.
:IP RA P BEDDING
CROSS-SECTIONAL
AREA 82SF
.,.,lil,Ul'BEODING
CROSS-SECTIONAL
AREA:705F
··.":;t~ -:...:-
TOP OF ET CiDVU
CELL 4A EASTERN EXTERIOR SLOPE
TYPICAL CROSS-SECTION
EX ISTING GROUND S\Alf(l tf
RIP RAP
CROSS-SECTIONAL
AREA: 78 SF
IP RAP BEDDING
CROSS-S ECTIONAL
AREA: 42 SF
CELL 4B WESTERN EXTERIOR SLOPE
TYPICAL CROSS-SECTION
c~a-,
EXISTING DIKE
TOP OF ET COVEil"\_ , . ......).
RANDOM FU
CRO SS-SECTIONAL
AREA: 180 SF
PR<ilttf
RIP RAP
CROSS-SECTIONAL
AREA : 41 SF
EXl$1 1~
GROUND SURFACE
~RGYFUELS
WHITE MESA MILL RECLAMATION
SLOPE AREA CALCULATIONS
CELLS 4A AND 4B
((I))
~TE
SEP 2011
'FU)WIC
MWH
BORROW
Cell 48
RECLAMATION OF CELL 48
Dewatering of Cell 48
Resource Description
Dewatering of Cell 48 (1 Yr)
Total Dewatering of Cell 48
lhrs
Units
Liner and Contaminated Soil Removal
Resource Description Units
Cat 37 4F Excavator hrs
Cat 37 4F Excavator Operator hrs
Cat 7 40 Truck (3 trucks in Fleet) hrs
Truck Drivers hrs
Liner Cutting (Laborer) hrs
Cat D7 Dozer hrs
Cat D7 Dozer Operator hrs
Cat 140H Motorgrader hrs
Cat 140H Motorgrader Operator hrs
Cat 988 Loader hrs
Cat 988 Loader Operator hrs
6000 Gallon Water Truck hrs
6000 Gallon Water Truck Operate hrs
Total Liner and Contaminated Soil Removal
South Dike Breach
Resource Description Units
Cat 365 Excavator hrs
Cat 365 Excavator Operator hrs
Cat 770 Truck (3 trucks in Fleet) hrs
Truck Drivers hrs
Cat 825 Compactor hrs
Cat 825 Compactor Operator hrs
Cat D8N Dozer With Ripper hrs
Cat D8N Dozer Operator hrs
Cat D7 Dozer hrs
Cat D7 Dozer Operator hrs
6,500 gallon Waterwagon hrs
6,500 gallon Waterwagon Operate hrs
Cat 14H Motorgrader hrs
Cat 14H Motorgrader Operator hrs
5000 Gallon Water Truck hrs
5000 Gallon Water Truck Operate hrs
Equipment Maintenance (Butler) hrs
Total South Dike Breach
Cost/Unit Task Units Task Cost
$0.48 1 8,7601 $4,2121
$4,212
Cost/Unit Task Units Task Cost
$172.90 110 $18,932
$31.77 110 $3,478
$130.94 219 $28,675
$25.70 219 $5,629
$20.70 110 $2,267
$121.13 110 $13,264
$28.72 110 $3,145
$90.15 110 $9,872
$31.77 110 $3,478
$195.22 110 $21,377
$28.72 110 $3,145
$79.30 110 $8,684
$25.70 110 $2,815
$124,760
Cost/Unit Task Units Task Cost
$172.90 83 $14,319
$31.77 83 $2,631
$130.94 166 $21,688
$25.70 166 $4 ,258
$129.44 83 $10 ,720
$25.70 83 $2,129
$173.95 83 $14,406
$28.72 83 $2,379
$121.13 83 $10 ,032
$28.72 83 $2,379
$164.18 83 $13,597
$25.70 83 $2,129
$90.15 83 $7,467
$31.77 83 $2,631
$79.30 83 $6,568
$25.70 83 $2,129
745 $0
$119,460
8/22/2024 WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
Slope Grading
Resource Description
Cat 365 Excavator
Cat 365 Excavator Operator
Cat 770 Truck (4 trucks in Fleet)
Truck Drivers
Cat 825 Compactor
Cat 825 Compactor Operator
Cat 988 Loader
Cat 988 Loader Operator
Cat D7 Dozer
Cat D7 Dozer Operator
6,500 gallon Waterwagon
6,500 gallon Waterwagon Operate
Cat 14H Motorgrader
Cat 14H Motorgrader Operator
5000 Gallon Water Truck
5000 Gallon Water Truck Operate
Equipment Maintenance (Butler)
Total South Dike Breach
Topsoil Application
Resource Description
Cat 637 Scraper
Cat 637 Scraper Operator
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
6,500 gallon Waterwagon
6,500 gallon Waterwagon Operate
Cat 14H Motorgrader
Cat 14H Motorgrader Operator
Equipment Maintenance (Butler)
Total Topsoil Application
Rock Armor and Filter Layer
Resource Descriptio n
Cat D7 Dozer
Cat D7 Dozer Operator
6,500 gallon Waterwagon
6,500 gallon Waterwagon Ope rate
Cat 14H Motorgrader
Cat 14H Motorgrader Operator
Rock Cost Delivered
Equipment Maintenance (Butler)
Units Cost/Unit
hrs $172.90
hrs $31.77
hrs $130.94
hrs $25.70
hrs $129.44
hrs $25.70
hrs $173.95
hrs $28.72
hrs $121.13
hrs $28.72
hrs $164.18
hrs $25.70
hrs $90.15
hrs $31.77
hrs $79.30
hrs $25.70
hrs
Units Cost/Unit
hrs $243.45
hrs $31.77
hrs $173.95
hrs $28.72
hrs $164.18
hrs $25.70
hrs $90.15
hrs $31.77
hrs
Units Cost/Unit
hrs $121.13
hrs $28.72
hrs $164.18
hrs $25.70
hrs $90.15
hrs $31.77
CY $19.54
hrs
8/22/2024 WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
Task Units Task Cost
177 $30,646
177 $5 ,631
709 $92 ,835
709 $18,224
177 $22,942
177 $4 ,556
177 $30,832
177 $5,091
337 $40,820
337 $9,678
177 $29,100
177 $4,556
177 $15,980
177 $5 ,631
177 $14 ,057
177 $4,556
2,110 $0
$335,134
Task Units Task Cost
109 $26,536
109 $3 ,463
27 $4 ,740
27 $783
27 $4,474
27 $700
27 $2 ,457
27 $866
191 $0
$44,017
Task Units Task Cost
99 $11 ,992
99 $2,843
99 $16,253
99 $2,545
99 $8,925
99 $3 ,145
24,119 $471,170
297 $0
Total Place Rock Armor and Filter Layer
Quality Control
Resource Description
Quality Control Contractor
Total Quality Control
lhrs
TOTAL RECLAMATION OF CELL 48
Units
$516,873
Cost/Unit Task Units Task Cost
$63.001 6401 $40,3201
$40,320
1 s1,1s4,1111
8/22/2024 WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
Volume Calculation -Cell 48
Reviewed 02/1 8/24
1) Area of Cell 48 1,785,960 sq ft = 41 acres
2) Assumptions
-Since there will be no tailings in Cell 48 in the next year, the south Dike will be breached for closure.
-Dewatering is estimated at 1 year due to no restrictions from tailings.
-The liner will be removed and 1 foot of soil beneath the liner is also planned to be removed.
-The side slopes will be reduced to 5H:1V Slopes.
-The side slopes adjoining Cell 3 and Cell 4A will be capped with 3 feet of random fill and rock armored.
3) Liner and Contaminated Soil Removal
-The triple liner will cut into manageable pieces and loaded into a truck with a hydraulic excavator_
-1 foot of Contaminated soil will be windrowed with a dozer, and loaded into 3 trucks with a loader.
-The contaminated soil will be hauled to Cell 4A.
Volume to be removed= 1,785 ,960 X (1 ft)
27 ft3/cy 66,147 CY
8) South Dike Breach
-Assume approximately 750 feet of dike will be breached with 5H:1V Slopes.
-Excavation will extend to the southeast corner and will allow reclaimed Cell 48 area to naturally drain.
-The excavated material will be used to backfill a portion of the east and north slopes of Cell 48 to 5H:1V.
-An excavator and 3 trucks will be used to load and haul the material and a dozer will used for final placement.
-A water truck and grader will be used for road maintenance .
-Volume estimate based on AutoCAD model of excavation.
9) Grade the north and east slopes from 2H:1V to 5H:1 V.
Use!
60,810 cubic yards
61 ,000 cubic yards
-A portion of the required grading material will be produced during Cell 48 South Dike Breach. (61,000 CY)
-The remainder of the material will com from the random fill stockpile west of Cell 48.
-The cost from loading, hauling and placing the material from the Dike Breach is
accounted for in the Dike Breach Task.
-The remainder of the material will be loaded with a loader and excavator and hauled
a) Random fill to reduce slope from 3:1 to 5:1
First Wedge [36 X 36 X 5)/2 -(36 X 36 X 2)/2] X 2,670
= 5,190,480 cubic feeU 27 = 192,240 cubic yards
-Portion obtained from Dike Breach (61,000) cubic yards
Use! 131 ,240 cubic yards
Remaining Random Fill
[39 X 39 X 5)/2 -(36 X 36 X 5)/2] X 2,670
= 1,501,875 cubic feeU 27 = 55 ,625 cubic yards
b) Rock Armor 8" thick -0.67 feet
[39 .67 X 39 .67 X 5)/2 -(39 X 39 X 5)/2] X 2670
= 351 ,832 cubic feeU 27 = 13 ,03 1 cubic ya rds
Volume Calculation -Cell 48 (can't) page 2
c) Rip Rap Filter 6" thick -0.5 feet
[39 .5 X 39 .5 X 5)/2 -(39 X 39 X 5)/2] X 2670
= 261,994 cubic feeU 27 =
d) Rock Apron at toe of slope [2ft X 7ft wide X 2 ,670 long] / 27 =
Total Rock Armor South Slope
10) Grade the south and west slopes from 2H:1V to 5H:1V.
-A dozer will be used to push down the slopes .
[36 X 36 X 5)/2 -(36 X 36 X 2)/2] X 1,520
= 2,954,880 cubic feet/ 27 =
9,703 cubic yards
1,384 cubic yards
24 , 119 cub ic yards
10 9 ,440 cub ic yar ds
Volume Calculation -Cell 4B (con't) page 3
6) Topsoil Application
-29 acres of Cell 1 requires placement of 6 inches of topso il.
-The remainder of Cell 1 will be covered with exposed Dakota Sandstone or Rip Rap .
-The topsoil will hauled from Topsoil pile W4.
-A scraper fleet will haul the topsoil and a dozer will assist with loading and final spreading .
-Road maintenance will be accomplished with a motorgrader and water wagon.
Volume needed for be placed = 11 acres x 43 ,560 ft2 /acre x 0.5
27 ft /cy
Cell 48 Reclamation
Cat 637 Resource Requirements
Volume Route Yds/hr per
Truck
Cell 48 Dike Breach
61,000 N 368
Cell 48 Slope Grading
North and East Slope 131 ,240 B 263
Cell 48 Rock Armor --use Highway Trucks
33,073 CY
% Equ ip. Hr.
100% 166
100% 498
Rock Armor and Filter Layer Production Cell 48
24,119 cubic yards (cy)
38 cy per hour times 8 trucks
304 cy per hour delivered
Assume 25% extra time for spreading, loading and screen wait
304 / 1.25 243.2 cy per hour 99 Hours
Miscellaneous
MISCELLANEOUS ITEMS
MISCELLANEOUS ITEMS
Decontamination Pad
Resource Oescri lion Units Cost/Unit Task Units
Laborers hrs $20 .70 8,320
Construct Wheel Wash Facility LS $180,000
Facilities constructed in 2000 & 2008
Total Decontamination Facilities
Chloroform System Operation and Reclamation
Task 1: Operation for a 10 year period . $ 204,368
Task 2: Maintenance for a 10 year period. $ 107,499
Task 3: Monitoring for a 10 year period . $ 889,160
Task 4: Reporting fora 10yearperiod, $ 104,748
Task 5: Chloroform System Abandonment -'-$ __ 3_5_6_,_,2_8_8_
Sub Total $ 1,662,063
Nitrate System Operation and Reclamation
Task 1: Operation for a 5 year period.
Task 2: Maintenance for a 5 year period.
Task 3: Monitoring for a 5 year period.
Task 4: Reporting for a 5 year period .
Task 5: Nitrate System Abandonment
$
$
$
$
$
Sub Total $
4,479
6,864
8,493
57,776
77,613
Task Cost
$172 ,255
$180,000
($180,000)
$172,255
Notes: The Nitrate Pumping System Operation is included in the Chloroform Pumping System Operation Costs.
There is only 1 Nitrate pumping well that is not already included in the 13 wells associated with the Chloroform Pumping System.
Maintenance is scaled from the Chloroform estimate based on the ratio of pumping wells
(1 Nitrate Pumping well/ 13 Chloroform Pumping Wells and 5 years instead of 10 years)
Monitoring is based on an analytical cost of $345 per quarter for 5 years.
Reporting is scaled from the Chloroform estimate based on the ratio of total wells (6 Nitrate wells/ 37 Chloroform Wells and 5 years instead of 10 years)
Abandonment is scaled from the Chloroform estimate based on the ratio of total wells (6 Nitrate wells/ 37 Chloroform Wells)
Slimes Drain Evaporation Pond
Resource Descriotlon
60 mil HOPE Liner, installed
Cat 637 Scraper
Cat 637 Scraper Operator
Cat 825 Compactor
Cat 825 Compactor Operator
Cat 07 Dozer
Cat 07 Dozer Operator
6,500 gallon Waterwagon
6,500 gallon Waterwagon Operator
Cat 14H Motorgrader
Cat 14H Motorgrader Operator
Equipment Maintenance (Butler)
Total Slimes Drain Evaporation Pond
TOTAL MISCELLANEOUS ITEMS
Units
sq. ft.
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
81221202• • 7;45 AM • WMM Reo Pl•n Eat Rav 5.1 B -09 July 2024 Rav 01
Cost/Unit Task Units
$0.85 960 ,000
$243.45 100
$34 .76 100
$129.44 25
$28.09 25
$121.13 25
$31.41 25
$164.18 25
$28 .09 25
$90 .15 25
$34.76 25
200
Task Cost
$816,000
$24 ,345
$3,476
$3 ,236
$702
$3,028
$785
$4,104
$702
$2 ,254
$869
$0
$859,502
S2 ,771 ,433j
Energy Fuels Resources (USA) Inc
White Mesa Mill
Harold R. Roberts, P.E.
From:
Sent:
Greg Corcoran <[e-mail]>
Friday, February 16, 2024 8:10 AM
To: Harold R. Roberts, P.E.
Subject: RE : Current HOPE Liner costs
Morning Harold,
Doing well, hope the same for you. I will be in Denver in May, I would love to connect if we can. I will reach out to you
as we get closer.
• 60 Mil W/B HD $0.420/SF
• Installation $0.350/SF
Budget: $0.750/SF -$0.850/SF
Includes freight . Does not include tax.
From: Harold R. Roberts, P.E.<HRoberts@energyfuels .com>
Sent: Thursday, February 15, 2024 1:54 PM
To: Greg Corcoran <[e-mail]>
Subject: RE: Current HOPE Liner costs
.--------------------·----
CAUTION: This email originated from outside of the organization . Do not click links or open attachments unless you recognize the
sender and know the content is safe. If you have any suspicion, please confirm with the sender verbally that this email is authentic. If
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Greg:
Hope all is well with you and you are keeping busy.
I am updating the White Mesa surety estimate again. Could you update the current price for 60 mil HDPE,
installed. As always, I really appreciate it.
Let me know when you are in Denver and maybe we can get together.
eF Energy Fuels Resources (USA) Inc.
Harold R. Roberts. P.E.
t:303 .902.2870 I c: I f:303.389.4125
[e-mail]
225 Union Blvd ., Suite 600
Lakewood, CO 80228
l1\tp :/lw-.vw energyfuels .com
1
Chloroform Pumping System -Required Surety Estimate
Task 1: Operation for a 10 year period.
Assumptions
The full Chloroform pumping and monitoring system has already been installed.
Operation will be performed by the Environmental Technician at $ 34 .11
Environmental Technician will be local labor hired by a DWMRC Contractor. A 15% markup has been applied to the actual labor rate .
Daily operation checks take 1.0 hours for 1 Environmental Technician .
Weekly operation checks take 3.0 hours for 1 Environmental Technician.
Measure Depth to Water Monthly 6 hours for 1 Environmental Technician.
Water from the chloroform pumping sysytem will be pumped to the evaporation or tailings ponds or used in the Mill process.
After reclamation, the water will pumped to the Cell 2 Slimes evaporation pond. The costs associated with the Cell 2 slimes evaporation
pond are included in the Miscellaneous items.
Power $0 .07/KWH
Average power of each pump motor= 0. 75 hp .
Average pumping time per day = 1.1 hr.
Item Quantity Units Quantitv Un its Cost
Daily Operation Checks -Labor 1 Hrs/Day 365 hrs/Yr $ 12 ,451
Weekly Operation Checks -Labor 3 Hrs/Wk 156 hrs/Yr $ 5,322
Measure Depth to Water Monthly 6 Hrs/Month 72 hrs/Yr $ 2,456
Pumping hours per well per quarter 1.1 Hrs/Day 401 .5 hrs/Yr $ 16 .00 Electric Power
Total per year $ 20,437
Total 10 vears $ 204,368
Task 2: Maintenance for a 10 year period.
Assumptions
Maintenance will be performed by the Environmental Technician at $ 34.11 per hour
Environmental Technician will be local labor hired by a DWMRC Contractor. A 15% markup has been applied to the actual labor rate.
Pump Replacement takes 4 hours for 2 Environmental Technicians.
Average of 3 pump replacements per year. Each replacement pump costs $2,200.
Flow Meter Replacement takes 2 hours for 2 Environmental Technicians.
Average of 4 flow meter replacements per year. Each replacement flow meter costs ! $ 500
Heat lamp bulb replacement labor is included in daily operational checks.
Average of 14 heat lamp bulb replacements per year. Each bulb cost $12.
Average of 3 pipeline freezing per year.
Clearing of a pipeline freeze takes 8 hours for 2 Environmental Technicians. No material costs ,
Item
Pump Replacement
Flow Meter Replacement
Heat Lamp Replacement
Frozen Pipeline Clearino
Task 3: Monitoring for a 10 year period.
Assumptions
Analytical cost per sample= $210
50 samples per quarter
Quantitv
3
4
14
3
Units
Replaced / vear
Replaced / year
Replaced / year
Clearino / vear
Labor Material
Hours/
Year
24
16
0
48
Cost per
vear
6600
980
168
0
Total
Total 10 years
Cost
$
$
$
$
$
$
Sample collection will be performed by an Environmental Technician and a Contractor Field Geologist.
Environmental Technician = $34.11 per hour. Field Geologist= $90.00 per hour
7.419
1,526
168
1,637
10,750
107,499
Environmental Technician will be local labor hired by a DWMRC Contractor, A 15% markup has been applied to the actual labor rate.
Sample collection requires 80 hours for 2 Environmental Technicians per quarter.
Item Quantitv Units Unit Cost Unit Cost
Analytical Costs 200 Samples/year $ 210 $/Sample $ 42 ,000
Samplino Labor -Environmental Techni 320 Hrs/year $ 34.11 $/hr $ 10,916
Sampling Labor -Field Geologist 320 Hrs/vear $ 90 .00 $/hr $ 28 ,800
Field Geologist -Travel Costs 40 Days/year $ 180.00 $/day $ 7,200
Total $ 88,916
Total 10 vears $ 889,160
Task 4: Reporting for a 10 year period.
Assumptions
Reporting will be performed by the Environmental Technician at $ 34 .11 per hour
Environmental Technician will be local labor hired by a DWMRC Contractor. A 15% markup has been applied to the actual labor rate ,
Report preparation is expected to take 40 hours for the Environmental Technician to complete each quarter.
Quarterly analysis of contamination extent is estimated to cost $3,000.
Energy Fuels Resources (USA) Inc.
8/22/2024 WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01 White Mesa Mill Surety Estimate
Item Quanti Un its Quanti Unit Cost
Re ort Pre aration 160 Hrs/ ear $ 34.11 $/hr $
Contamination Anal isis 4 r ea r $ 3,000 S/Q uarter $
Total 10 ears $
Task 5: Chloroform System Abandonment
Assumptions
Pumps and well head enclosures will be loaded on a flat bed truck by hand.
Abandonment will be performed by the Environmental Technician at $ 34.11 per hour
Wells will be abandoned in accordance with State of Utah Administrative Code R655-4 subsection 14 .9
Flatbed truck with operator costs $65/hr.
Assumed 1 hour of labor to remove each pump and enclosure.
5,458
12,000
104,748
The materials will be discarded in the active trash area of the tailing cells if available or in an off-site landfill.
Well casing will be cut off 2 feet below the ground level.
The well will be abandoned per R655-4 Subsection 14.9 which specifiesoverdrilling and grouting/bentonite seals
Drilling contractor will provide all materials for abandinment
Average well depth of 120 feet.
There is 2,600 feet of underground electrical line and 3,850' of pipeline.
The HDPE pipeline and power line will be uncovered with a 374 Excavator.
The 374 Excavator is estimated to excavate or backfill 412 feet per hour.
The 365 Excavator costs $172. 90 per hour without the operator
The Excavator will also backfill the trench after the pipe has been removed .
Assumed 8 hours to place the pipeline and powerlines in the tailing cell.
Equipment
Item Quantitv Un its Labor Hrs Hours Tota l Cos!
Pull pumps and remove enclosures 16 Pumping Wells 16 16 $ 1,425.80
Abandon All Wells -Contract Driller 44 Wells $ 7.800 0 $ 343.200 .00
Landfil Charges 1 Surcharge 0 0 $ 5,000 ,00
Excavate and Backfill Pipeline Trench 12.900 Linear Feet 39.31 31 .31 $ 6,662.26
Total $ 356,288.06
Energy Fuels Resources (USA) Inc.
8/22/2024 WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01 White Mesa Mill Surety Estimate
Well Abandonment costs were provided via text message to Tanner Holliday on July 1 0, 2024. The
cost estimate was based on 44-60 wells being abandoned.
The text was sent by Scott Marian for Recapture Drilling-Utah Division of Water Rights License
Number 913.
Recapture Drilling
PO Box72
Blanding, UT 84511
435-459-0163
6:42 AM
Can you get me that estimate today
$468,000 that is $7800 well
Rock Production
ROCK PRODUCTION COST
March 2023
Assumptions:
Rock is obtained from gravel source north of Blanding, Utah. BLM Public Pit
Rip rap rock is processed by screening only, no crushing is required, 1.25 CY of feed for 1 CY of product
Rip rap bedding and rock mulch are produced from rip rap reject
Rock is produced and stockpiled at the site
Site is 7 road miles from the mill; 6 miles of which is paved public highway
Rock will be hauled in 22 CY bellydump trucks, contract haulers ($155.00/hr)
Rock will be dumped in windrows on Tailings Cells by trucks, spread by grader, and spread by D7 Dozer
Trucks can average 30 MPH and unloading/unloading take 5min each: 14miles 130mph X 60min/hr + (2 X 5min) = 38min round trip
Work hours are 50min long: 50min / 38min round trip= 1.3 round trips per hour
Rip rap material fed to plant
Rip rap bedding material fed to plant
Rock mulch fed to plant
PRODUCTION OF RIPRAP
Resource Descriptio n
Laborer
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
Cat 980 Loader
Cat 980 Loader Operator
Screening Plant w/conveyors*
BLM Usage Fee
Contract Highway Trucks -Bellydumps**
Mob/Demob, Screen Setup, screen cloth
Product
Required (CY)
54,000
21,000
25,000
100,000
Units
hrs
hrs
hrs
hrs
hrs
hrs
CY
hrs
LS
Reject Factor
25.0%
10.0%
10.0%
Cost/Unit
$32.20
$173.95
$37.48
$116.53
$34.76
$100.25
$1.10
$155.00
$13,300.00
Material Feed
to Plant (CY)
67,500
23,100
27,500
Task Units
1,100
367
367
1.100
1.100
1,100
100,000
3,497
1
Plant Plant
Throughput Operating
(CY/hr) Hours
122 600
122 200
122 ___ --'3-'-0-'-0
1,100
Task Cost
$35,424
$63,781
$13 ,742
$128 ,182
$38,239
$110.275
$110 ,000
$541 ,958
$13,300
Total Production of Rip Rap $1,054,902
RIPRAP COST PER CUBIC YARD DELIVERED $1 9.54i
* Cost Quoted from Power Motive Corporation, Denver, Colorado updated August 12, 2024
Cost for screen and conveyors, 176 hours per month for one month $ 16,500.00
Mob and Demob -$
Screen Cloth $
Hourly PM Expense $
Screen Setup $
7,500.00
2,300.00
6.50
3,500.00
** Cost quoted from Dennis Cosby, Cosby Trucking, Inc., Blanding, Utah, Updated 08/12/24. See attached Record of Telephone Call
(includes ownership expense, fuel, maintenance and operator)
8/22/2024 -7:46 AM -WMM Rec Plan Est Rev 5 1 B -09 July 2024 Rev 01
Energy Fuels Resources (USA) Inc
While Mesa Mill
Record of Te l ep h one Call
Proj ect:
Call to : i>(?A.J,v/ 5
Company : C&o/ Zett ,/4,.NJ'
Phone No: { #-37) r/5'9-~I/ 2
Date : $u <'(,,~ f /Z , ZQi!Jf ~ .
Page / of /
Subject : R811/J -~"-'/e ~ /4J/~/---/R11r/4 ✓ e,..;d Jr~ 0/2 IJel 4
/4'7'.$
Notes :
Comments:
-/,ve,"
, c/4ive;t.
• .flu/
, /44 .,..,, /4 .v e--e
., '49.ice,
, ~~,.v$e
, (} 41.ve..£s-fi;J c,$1
Harold R. Roberts, P.E.
From:
Sent:
To:
Subject:
Attachments:
Eric Smallwood <[e-mail]>
Monday, August 12, 2024 1 l :31 AiVl
Harold R. Roberts, P.E.
RE: Updated screen deck rental quote
GT165DF 2022.pdf; GT205S .p d f
Good Morning, Mr. Roberts,
Please see the updated rate below:
GT165DF: 5'x16' Two Deck Track Screen Self Contained
Monthly Rate: $16,000.00 / 28 days or 176 hrs whichever occurs first
Hourly PM fee: $6.50 I hour of use
GT250S: 5'x20' Three Deck Track Screen Self Contained
Monthly Rate: $16,500.00 / 28 days or 176 hrs whichever occurs first
Hourly PM fee: $6.50 / hour of use
Does not include Screen Media, Screen Media Installation, Equipment Delivery, Equipment Set-Up
We will offer a 10% discount for the rental rate if you rent for 6 months or longer term.
If you have any questions, please feel free to give me a call.
Thanks,
Eric Smallwood
Aggregate I Asphalt Product Sales Mgr
Mobile I 719-322-6620
esmallwood(@powermo iver-ot::. •• > ..
2259 Commercial Blvd.
Colorado Springs, CO 80906
From: Harold R. Roberts, P.E. <[e-mail]>
Sent: Monday, August 12, 2024 10:32 AM
To: Eric Smallwood <[e-mail]>
Subject: Re: Updated screen deck rental quote
CAUTION: This message was sent from outside of PMC 1'\Je ./fS E.,nter credentials from this point on. Be
cautious of links and attachments.
Eric:
You have previously quoted screen deck rentals to Steve Hancock. See the attached document.
GT205S
Track-Mounted Screen
Hopper
8 cubic yard capacity
-Hydraulic support legs
-Heavy duty 25° sloped grizzly with 6" std. openings
-Hydraulic remote tipping grid with foldable wing extensions
Feeder
-13' x 48" (1200mm) belt feeder
-Hydraulic variable speed drive
Delivery Conveyor
-39' x 42" (1050mm) conveyor with hydraulic drive
-Full-length skirt boards
-Chevron Belt
Product Conveyors
-Two 34' x 32" (800mm) conveyors with swing out design
-Hydraulic drive with variable speed
-Chevron Belts
Power Unit
-Cat C4.4 129 HP Tier Ill diesel engine
-Oil Cooler
-Hydraulic pumps operate all plant functions
-120 gal/454I Fuel tank
-130 gal/492 I Hydraulic Oil reservoir
-NEN\A-4 rated instrument panel
-Emergency stop system
Fines Conveyor
-28' x 48" (1200mm) conveyor
-Hydraulic drive with fixed speed
Overs Conveyor (3 Deck Unit)
-29' x 26" (650mm) conveyor, swing out design
-Hydraulic drive variable speed
-Chevron Belt
Vibrating Screen
-Side tensioned 5' x 20' top and middle deck, with end
tensioned 18' bottom deck
950 RPM with adjustable amplitude
Hydraulic angle adjustment
-Aggregate spreader
-Access ladder with wrap around walkway
Chassis
18" channel frame
-Bolted track frame design
-Pendant remote control (wireless optional)
Paint
-One primer coat, finish coat of KPI Beige
Plant Capacity
-Up to 600 TPH (tonnages will vary with conditions)
Options Application Parameters
-2 or 3 deck Vibrating Screen Configuration -Ma x imum Feed to Grizzly: 24" / 730mm
-Hammer Mill Shredder -Grizzly Spacing: 6" / 152mm
-Wireless Track Remote -Ma x imum Top Deck Screen Opening: 4" / 102mm
-Tier IV Engine -Maximum Total Products: (3) sized, 1 oversize
-Ball Tray for Bottom Deck Module
-Standard Steel Screen Cloth Operating Slope
15 ' Hopper Feeder in lieu of 12' Hopper Feeder
2-deck Vibrating Screen Configuration
-Side to Side: 1% grade
-Front to Back: 3% grade
-Rinser Package : Includes spray bars and collection Aume (ILO
fines conveyor) Physical/Operating Characteri sties
-Rinser Package plus Fines Conveyor Package (Rinser package or
fines conveyor system must be determined at a time of order
for installation. The package not chosen for installation w ill be
shipped on a separate load)
Dimension
Overall Length
Travel Length
Standard Metric
61' 11" 18 .87 m
60 ' 18.29m
-Consult Factor for Additional Options Operating Heig ht 22 '6" 6.86m
Travel Height 11' 10" 161 m
Operating Width 59' 9" 18.26m
Travel Width 11' 2" 3.41 m
Unit Weight (Belt Feeder) 82 ,800 lbs 37,558 kg
Feed Height (Side Feed) 11' 3• 3.43 m
l n. ,, r I i ~ .•
j___j_; _ ____J____=::~~~-~r u
Kolberg-Pioneer, Inc.
700 West 21st Street,
Yankton, SD 57078
1 [phone]
ma [e-mail]
www.kpijci.com
NOTE: CONSULT FACTORY FOR EXACT DIMENSIONS , specifica t ions are subject to ch ang e wi tho ut notice.
Because Kolb«g-Pioneei. Inc. Johnson Crushers lntematlonal, Inc.arid Astec Mobile Screens.. Inc ,nay use In their catalog and litera1ure,
field phorographs oi their products wl,ld, n-.ay have been modified by the QIVMerS. products furnished bo/ Kolbe!g-l'fcneer. Inc. Johnson
Ctu.lhers lmem.itfonaL Inc. and AStec Mob<le Sc,eens. Inc. may not nea?ssarlly bi? as illustrated therein. Also continuous design progress
makt?l Ir necessa,y tha t 1!)eclnc.t:Jcns be subje,:c 10 change wlthoof no,!O!-AII sales of the p,oductsofKciberg-Plonw, Inc. Johnson Ctushim
ln tema«ona~ Inc. and AStec Mobile Sattns. Inc, are 5Ubject to the p,ov£Jlons d their standard warranty. Kolberg-Pioneer, Inc. Johnson Crushers
lnternadonal, Inc, .ind Astec Mobile Screens, Inc. do not warrant o, represent thatthelr products meec any Federal.state. or local statutes. codes.
ord inances. r~. standaidsor other regularlons. 1nduding OSHA .ind MSHI\, rover!ng safety. polfutloO. el!lC!rical wftlng, et-.:. Comp!ianc:e wfth
these 11arute-s-and regulations ,s !he responsibility of the use, and will be depeodeor upon the an?a and the use to which the product Is put by
!he user, In some photographs. gunrds m.iy haW1 been removed lbr illustrarlve purposes only ThiS 11qu,pment should not be opera red without
art guards atca<hed 11 thelr nomial position. Placement of guards and 01her safety equipment is often dependent UPQ'1 the area and how the
product ,s used. A safety srudy should be made by the user of the appllcadon. a,,d, of required addldonal guan:!s. wamjng signs and Other s.ifer1
d!!V'.ces should bl> ,nsralled by the uS1lr, wherl!ver appropriate before. operating the producis, R""· 09/ 17
GT165
Track-Mounted Screen
Vibrating Screen
-5' (1.52m) x 16' (4.88m) top deck and 5 (1.52m) x 15' (4.57m)
bottom deck
-950 RPM adjustable amplitude
-Access ladder with wrap around walkway
-Hydraulic controls for variable angle operation
-Modular top deck design
Discharge end of screen raises for cloth changes
Hopper/Belt Feeder
-10.5 cubic yard heaped capacity
-Impact bed
-17' (3 .96m) x 54"(1400mm) belt feeder
-Hydraulic variable speed dual motor drive
-HD vulcanized belt
-Hydraulic fold for transport
Overs Conveyor
-One (1) 20' (6 .10m) x 54" ( 1400mm)
-Hydraulic variable speed drive
-Impact bed
-Chevron belt, vulcanized
-Hydraulic discharge height adjustment
-Folds for transport
Underscreen Conveyor
-One (1) 17' (5.18m) x 48" (1200mm) fixed conveyor
-Hydraulic variable speed , adjustable backboard
-Primary belt cleaner
Bottom Deck Overs Conveyor
-One (1) 31' (9.45ml x 36" (900mm) fold out design
-Hydraulic variable speed
-Hydraulic discharge height adjustment
-Chevron belt, vulcanized
Fines Conveyor
-One (1) 31' (9.45m) x 36" (900mm) fold out design
-Hydraulic variable speed
-Hydraulic discharge height adjustment
-Chevron belt, vulcanized
Chassis
-15" channel frame
-Track mount design
-Pendant remote control
Power Unit
-Cat 129 Tier Ill diesel engine
Oil cooler
120gal/454L fuel tank
-130gal / 492L hydraulic oil reservoir
-Engine mounted hydraulic pumps to operate all plant Functions
-NEMA-4 rated instrument panel
-Emergency stop
Options Physical/Operating Characteristics
-Punch plate top deck (flat or crowned)
-Grizzly bars top deck
-Tine deck top deck
Dimension Standard Metric
Overall Length 50 ' 5" 15 _39m
-Wireless track remote Operating Width 53' 3" 16.25 m
-Ball tray for bottom deck module Operating Height 15' 7" 4.79m
-Rear loader feed wings Travel Width 10' 1" 3.08 m
-HO hydraulic grizzly for hopper Travel Length 50' 4" 15.36m
-Standard steel screen cloth both decks Travel Hei ghr 11 ' 10" 3.63 m
Feed Hei ghr (Front Feed) 11' 5" 3.51 m
Feed Hei g ht (Side Feed) 13 ' 3" 4.05 m
Maximum Feed 24 " 610mm
Unit Weight 75,000 lbs 34,019 kg
-I
------.?---154 3l8-_...,::>1e,__ !27 7.,11 ,--,;s,[•
-· 257m . ~ l/16-----= , -~---241 l,!S----J.=. ·
~-------------616 U/16 --------------,
KPi .. JCI
ASTEG CONIRO..NIES
Kolberg-Pioneer, Inc.
700 West 21st Street,
Yankton, SD 57078
1 [phone]
[e-mail]
www.kpijci.com
ASTEC
MOBILE SCAEENS
NOTE: CONSULT FACTORY FOR EXACT DIMENSIONS, specifications are subject to change without notice.
8eca1Jse Kolbetg-Pfonoo; Inc. Johnson Crushe rs lmernational , Inc. and As~ Mobile Soeen1. Inc. may use In their caralog and literature,
field photographs of thelr products wllleh m.;y have been modilied by the 0'1Jnffl. products I\Jrnlshed by Kolbeig-Pionee<, Inc. )ohnson
Crushers In retna,lonal, Inc. and Astec MobHe Screens. Inc. mo-y not necessanly be .is illusuated therein. Also contlnL'OIJ5 de'Slgn progres,
makes ft nec=y that sp«/licatlons be subject ro change without notice.All sales ohhe productsof:<olbe<g-Pfoneer. Inc. Johnson Crushers
lnh!ma tlOflal, Inc and Astec Moblle Screens, Inc are_rubject to the ptovlsloos of 1heir siand.wd warranty. Kolberg.Pioneer, Inc. Johnson Cn.ishers
lncematlon al, Inc and 1\stec Mobile SCteens. Inc do not warrant or ...p,esenc ,hat the/, ~ucrs meei any federa~ sta te, o, local starutes,,codes.
ordlranCl!s, n.,Jes, sraridards or 01her regulations, lndudlng OSHA an<l MSHA covering safei'/. pollution, !!lectriCal wiring, elc. Compliance 1vich
these sratures and regul.Jtlons Is !he responsibil ity of the user and will be depent!ent upon the asea and the use to which !he produtt Ispu1 by
the user. In some pho l(X)raphs.-guards may have been removed ror lllustratrve purposes only, ThlS eqUli;tn!!llt should no( be operated wlthour
all guards a,..-.ched In their normal position. Placement ol'gu.i,ds and other sa~ty equipmeni is often deperoent upon the area and how the
product rs used A safety study 5hovld be made by tile userol' the appllea!lon . and. ,r requued .iddl!lon.il guards. warning sign, and other safety
devlees should be lnsta!lcd by \he user. wt,ere-,er aP!Jropriare before operatlng !he produm. Rev. 09/17
Equipment Costs
WHITE MESA MILL RECLAMATION COST
HOURLY EQUIPMENT COSTS 2024 DOLLARS
Equipment rates quoted from Wheeler Machinery Co., 12 monlh renlal period
July 16, 2024
I ... ,. I llfC< I
Un115
4
I MONTHLY I .., ..... I ~ tb--1 I 50 Jftivr Wttll~ I li)i~UOA8U:5 I
627G/K Scraper
DBT Dozer
D7E Dozer
B15K Compactor
980 KIM Loader
988 K Loader
740 Haul Truck
374F Excavator
8,000 gal Water Truck
4,000 gal Water Truck
140 M Ripper Motor Grader
Linkbelt 470X3 (85 foot reach)
Quote from July 27, 2024
Small tools allocation -Demolition -
$1.70/mechanic labor hour ror
oxygen/acetylene, expendables
Crane Rental Rates
65 ton Hydraulic Crane
40 ton Hydraulic Crane
30,534
25,047
17,861
15,791
16,335
27,679
17,606
25,229
16,BB0
6,353
11,707
43,500
........
"""""'' 9,5!l(l
7,500
152,67 152 ,67
125.24 125.24
89,31 89 31
78 96 78 96
81 ,68 81 .68
138 40 138.39
88,03 BB 03
126.15 126.14
B4 ,40 B4.40
31.77 31.77
58,54 5B.53
217,50 130,50
1w1yc ;
~" I c-.xl"!llDABl..!.l,;
63.9S 2.27
42.61 2 27
Rental Rates updated rrom MGX Equipment Services, 07/30/2024
Power Motive -Screen deck and conveyors, Replacemenl Cost
812212024 -7:46 AM-WMM Rae Plan Est Rev 518-09 July 2024 Rev01
152.G7 9.26
125.24 6.50
89,31 6.06
78 96 6.78
81 ,68 6,80
138 39 8.21
BB.03 7.B2
126.14 4.54
B4.40 7.69
31 .77 4.24
5B.53 7,6B
200, 10 Included
,un. ......
15,0
10 0
~J.. .... ..
61 ,69
41 ,13
EQUIPMENT COSTS
''"" I IFUIL.A I Th111Ma11T
"'"'" I JA11J I
18.5 76.08 5 .43
10,0 41 .13 1.09
6,0 24.68 1.09
10,5 43.18 052
5,5 2262 543
10.5 43.18 5.43
7.5 30.B4 424
10.0 41 .13 1.09
17.0 6991 2.17
10.0 41.13 2.17
4.5 1B.51 5.43
Included Included
J_qr~ilL
oon
l1J7,9.!
$86,01
TOTIIL
CO>T
S243 ,45
5173.95
$121 .13
S12\144
$116.53
5195.22
$130.94
S172.90
S164 .18
$79.30
$90.15
$200.101
□
Moh/Ce.mob
r7T2o
S S,900
MOD/Demo!> l MoD/Oomab l Qot,r.,l ina Hrs l
011.r m11chtne I Totlitls I norMcinlh I
S2,86B S1t ,472 eeo
$2,978 $2,978 220
$2,868 $2,868 220
$2,338 $2,338 220
$2,978 $2,978 220
$3,616 $3,616 220
$2,97B $11,912 BBQ
$5,000 $5,000 220
$2,978 $2,97B 220
$1,04B $1,04B 220
$2,33B $2,33B 220
$49,5261 3,740
Replacement Cost
S 2,200,000
S 710,000
S 650,000
S 290,000
$ 340,000
S 400,000
S 2,480,000
$ 490,000
S 300,000
$ 240,000
S 310,000
$ 510,000
$ 280,000
$ 210,000
$ 220,000
---
9,630,000
$ 105,930
EnergyFuelsRes-uurees(USA)lnc;
WhltaMnaMHI
Harold R. Roberts. P.E.
From:
Sent:
To:
Cc:
Subject:
Attachments:
Harld,
Chris J. McKinlay <[e-mail] >
Tuesday, July 16, 2024 3:53 PM
Harold R. Roberts, P.E.
Isak Stolen
Equipment Estimate .
202479 Energy Fuels Resources Multi Machine 1 YR 2500HR 35%.pdf; Energy Fuels.pdf
Sorry, this took a minute to get back to you. Took a bit to get the maintenance costs.
I'm sharing the pdf the maintenance team put together so you can see what the services cost for each piece.
I've filled out your spread sheet with the equipment costs.
I don't think you would need to pay for field service technicians. Normal break downs would either be covered
under the rental costs or warranty.
But if you took two techs for 50 hours a week each. We would discount the labor 10% and they would be about
$200 per hour plus room and board.
The rental rates are based on today's rates with a 25% discount.
Machine transport is based on transport from the nearest location which would be our Moab store to Blanding.
Assuming the project would be in Blanding.
Thanks for the opportunity to quote and I look forward to working with and meeting you.
Please let me know if you have any questions.
Thanks!!
Chris J. McKinlay I Account Manager I Wheeler Machinery Co.
1345 South State, Salina, UT 84654
Office: 435.201.1906
cmc ki nla y@ wh ee lercatco:n I wwv'l.vvhc.i.·, at.cf?,"'
WhadVl-rm
Built to Listen. Built to Deliver.
How can we better serve you? Please share your .~ :J1 1f".t.::.
f
MODEL QTY
627G/K 4
D8T w/ RIPPER 1
D7E w/ /RIPPER 1
815K 1
980K/M 1
988K 'I
740 4
37 4F Trackhoe 1
8.000 Gal W ater Tru ck 74 0 1
4,000 GAL. Water Truck Ken• 1
140M w/ RIPPER 1
Energy Fuels Resources (USA) Inc.
Equipment Package Quote: White Mesa Mill, Blanding, Utah
July 2024
MINIMUM
GUARANTEED TOTAL*
MONTHLY HOURS EXCESS NUMBER OF FREIGHT
RENTAL ALLOWED HOUR MONTHS RATE CHARGES
RATE PER MQ~TH CHARGE BASl:;D Ul::,ON TO _& FROM
$30,534 each 200 HR $152.67 each 12 each $1,434 each way
$25,047 each 200 HR $125.24 each 12 $1,489 each way
$17,861 each 200 HR $89.31 each 12 $1 ,434 each way
$15,791 each 200 HR N/A 12 $i ,169 each way
$16,335 each 200 HR $81 .68 each 12 $1,489 each way
$27,679 each 200 HR $'138.39 each 12 $1 ,808 each way
$17,606 each 200 HR $88.03 each 12 each $1,489 each way
$25,229 each 200 HR $126.14 each 12 $2 ,500 each way
$16,880 each 200 HR $84.40 each 12 $1,489 each way
$6,353 each 2000 miles $.35 per mile 12 $524 each way
$11,707 each 200 HR $58.53 each 12 $1,169 each way
* INCLUDE ASSEMBLY AND DISASSEMBLY
Contract Maintenance
MAINTENANCE **
RATE
PER
OPERATING HOUR
$9 .26 each
$6 .50 each
$6.06 each
$6.78 each
$6.80 each
$8.2i each
$7.82 each
$4 .54 each
$7 .69 each
$4.24 each
$7.68 each
$200 PER HOUR Monthly charge for two service technicians working fifty (50) hours per week, maintenance and lube trucks, parts and
service trailers, mobilization , and overhead, to be invoiced at the start of each month .
"' Maintenance rates per hour would be Invoiced at the end of each month based upon actual hours. The maintenance rates per hour
listed on the above Table includes the material part items only , such as oil filters, greasec, anti-freeze , batteries , fan belts, lights and
make LIQ oils •
Quote Date: 711512024
Malncesof Mac hin esl\Jmts mciuded ,n lhs,0/A
Sella! No. DBD
Un!tNu-NA
Model 6<7G
Etltimaled H011r AC<MII 2500
SIIIVlce tnlelval 500
ust Knawn SMU Readi119 NA
SlarUna Service NA
SellalNo. KPZ
UnltNu~er NA
Model 08 T
Estimated Hour Acorual 2500
SMl!ca rnterwt 500
last Known SMU Roodirn, NA
6-n• Service NA
s.t.11 ND . SS H
Or!lHl(nnbot NA
JIIO/$ol 07E
E'llf,nob,d floor A""""" 2SOO
SOM.,. lnW>!ol 500
~ ".....,..SMU Rndlng_ NA
Swt!no=lct NA
lla!IINo. T1Y
UnltNulJi>or IIA
Modtl 115K
Esd~ !lour /\ecru 2500
S°Prvl'4111Jllitval 500
La,t l<noW!) SIIU fl61 dfn g HA
St»mnn.s.,,yjCl'I IIA
s.lalNa. W7K
Unll Nuntiar Ni\
lloilol ea o~
Ertim>lod Hour ~al zsoo
"SMlllca lnt.rvill 500
L..t Kn°""' SW Rilodino NA
~011..Servlca NA
8er1al No. T6E
Unll.flumbo, NA
l,lodul 9i8K
EllirraodHout A~ 2500
Sor,fq,fnbl/11111 500
l oo! l\oOVff! SIIU l<UOlllA IIA
Slnrtl na·Sen,fca NA
Salalllo. 316
Unlr NUn'i>• NA
l,IC)jjel 745
&lfm-lod KoolfAccruol 2500
StMce l~t,ivnl 500
lat!(,-,i SJJU Roadlng NA
Sti111no Strvlclo NA
Ouoie Va lid Unti l 8/1412024
Custo mer Vaiue Agree ment (CVA)
Premium Maintenance Service
Customer Energy Fuels Recources Corp (019670)
Agreement 202479
Reµresenla hve : Chris McKinlay
Le ngth of Agreement (1n Yea rs) I
Maintenance Quantlty Service Oesc~pll<>n lndMduBI PM P~clng Total Lwol
?M2 l 500 SERVICE r!OUR MAINTENANCE S3.•39 Jp SID,318.08
PM 3 I 1000 SEFMCE HOUR M/IINTENftNCE S4 .6)1 .99 >,t ,6'J1Jl9
PM4 I 2000 SfilMCE HOUR M/\ll~TENANCi:: 56. 180 03 SS,180.0J
r01a1orServoces-,,.,,150 w
Mllll nlnrmnce Quantity S8!Vi ce Deocnplion Individual PII Pricing Tolai lo.-ul
PM2 l SOil SERVICE HOUR MAINTENANCE $2 .51174 S7 .S41 .i1
PMl I 1000 SERVICE HOUR W;INTENANCE SJ ,m~ oJ ,01• ...
PM 4 I 2000 SERVICE HOUR l.!AINTcNANCc 54,11'4 80 S¢,84 4..60
Tola! or Services· sto_2ij0,6li
Maintenance QuanUty S1ttvic1 Description lndMdual PII Pndng Tola lwol
Pi.I 2 3 !)!i(} SERVICE HOUR MAI NTENANCE S2.397 Id ,,,1v1 q,
PM3 I U)OO SERI/ICE HOUR 1,/AJNTENANCE SJ,609 66 SJ,w.166
PM 4 I 2000 SERVICE HOUR MAIN TENANCE ll.380.75 SJ.880,15
PM 3000 I JOOO SEJMGE HO UR MA IN TENAACE S46~ 31 :i'lti4.:il
TolalofSetvices Sl 5,l~S 14
M ~111.,-. •U Quantity Servlc,, Desc'1ption lndMlh,al PII Pol<lng Tobi! L.avtll
PM i 3 500 SERV ICE HOUR t,II\IITT ENM4CE S2,o0i82 $7 ,8 17 46
PM J I 1000 SERVICE HOUR MAl/'1TENANCE SJ,158.14 OJ,753-1 4
PM4 1 2000 SERVICE HO\JR MAINlENPNCI: SS.2998o S5299.86
PM1F 1 2501NITIAL SERI/TCE HOUR MAINTEN ANCE S6 4 36 »1'.lo
Tota l al ~rces. >lo,,,,_.,
Malnteuance 011.tutity Senrlce Dna1ption lndi,iiduai PII Prictng Tot.I lno!
PM 2 J 500 SERVICE HOUR I.IAIN fEIIANCE S2.6'~d0 S7,i 48,l0
PM3 1 !COO SERVICE HOUR MAINTENANCE Sl,325 sa ~J.J,o'"'
PM 4 I 7DOO SERVICE HOUR MAINTENANCE 54.66'192 SU6C 92
PM3000 1 3000 SERV IC E HOUR MAIITT!'NANCE $1 055 .39 S1,05~ 39
-Total ol ~Brvices· $1ij,W4.09
lloln1.,,,.• .. Ouan~ty Servico °"5etlptlon lndlvldual PM Pricing TolBI Level
PM2 3 500 SERVICE I !OUR MMN fENAHCE S2 Js; 9d sa,;,;,·I.U l
PM3 I 1000 SER•nCE i lOUR 1,WUTENANCE Sl 908 34 :>J,euo.J<l
Pl.'4 I 2000 SERVICE HOUR MIII NTENJ\NC~ S3 145 JO ~l4S JO
PM I F 1 250 INITl/ll SERVICE HOUR M/\/NfENANCE S!17 42 5111 42
Total or Siwlces ,,v., ....
Mant~na11t;& Quenrtty Se1V1ce Oe9'."riplion lndividuol PII Pricing rota L.,o!
Pt.12 3 500 SERVIC<: HOIJR '4AI NTEN.ANCE $2,721 00 ~.lliJOO
PM 3 I 1000 SERVICE HOUR MI\I NTENA NCE $4-2 29.35 S4.Zl'J.J>
PM4 I 200C SEfMCE HOUR ~•AI NTE N~,NCE 56,2 36 20 SS,230.20
PM 4000 I IOC~ SERVICE HOUR M/\JNTEN'INCE S9I1.45 ,slJ.45
Total ol Se!v>tes S1 9.54 Ul0
"~•Col!
P•Hour
$9 26
•A"""O Coal
Pal-lo ur
$6 50
A~t COtl
Par Rour
S6 06
Av,ng Cott
P111Hour
$6 78
·~•CoJI
P.,llour
S6 80
A-.g1 Co111
Porflo ur
58 21
... ._.eo.1
P« ttou,
57 82
s.t■No. H5M Maintenance Quantity Ser-i1ce Descr1pti<in lndill1dual PM Pridng Total AWQQ•Colt , ....... Pit Hour
UnltJlumbor NA
Mpf 374 PM 2 J 500 SERVICE HOUR MAIIJTENANCE 51.953,6 1 S5.a61 51
Etti.l!lllfil HoUr Aecrulil 2500
Sorl,!coJn-500
Pt.13 1 IOilO SERVICE HOUR M<I IN TENANCE S2.J2l.8S unn5 $4 54 PM4 I 2000 SERVICE HOUR MAINTENANCE s2..ao.12 si,uo ,2
PM1F I 1.50 llllTli ,L SERVICE HOUR MAIN TENANCE S193 46 ......
1.MtKnotm SMU RMdln<1 NA
Stdnn'S""'tc,, HA Totm of Services-m.JJHr•
SatalNo. 2NK M:auJt UA" uon·b s.imc.o..ot,ipuon lnd>vid\UII PM P~Olllg l o AllnV j;o!ol
L...i p.,IJ ...
UnltNunlbw llA
Modol WT4000 PM 2 3 500 SeRVICE HOVI! IAAII./TENAI ICE S1 ,91391 ».t41 -'"
&!f!llllltdllourAccrual 2500
841Mct lnlor,;,I 500
PM J I 1000 S~RI/ICE HOOi! MA~ITFM/\MCE $2,428.05 S1.428.01; S4.24 PM 4 I 2!)00 SERVICE HOIJR MAIN TENAMCE S,!,421105 52.428 .05
ust K11ovin SIIU R&dino NI\
Sb,1JltoSavl .. NA Tolal of SfllVices »u.~'111.UJ
SOIi■ No. 81P Mainten11nce Quantity Service Ot-scnptlon lmllvlclual PM Pnang Total AvWllll Cow. ~-Porllour
Unl\!i umbli' IIA
lloc!el N O PM? 3 ~ SERVICE HOUT! MAINTENANCE Sl.55344 57.660.32
Eaffmo1MI Ho ur ACCIUal 2500
S-""ca lnt11rvol so o
PMJ 1 I 000 SE!lVICE HOUR I.IAINTE NANCE SJ.161180 SJ .76880 57.69
PM• 1 2000 ScRVICE HOUR ~INTEIIANCE SU0340 So 903 40
PM4000 I .;ooo SER'IICE HOUR IMINTEJ-lANCE $893 10 sa<ll.10
lat ~nawn SIIU Rao.ding Ill\
Slardna SOfll!ce NI\
6..talNo. N9D MMntenance Quanbly ServiC1!DeS<;fiption lndNiduBI PII Pricing Total Av..-.io Cai
Le1Jel Ptlftlour
U~I\NUrd,or NA
llodir 140M PM1 l 500 SERVICE HOU R MAINTENANCE $2 ,553 ◄4 ~7.ti00.32
Edrnolad Hour Ao<:!1l• ,2500
SoN!t,1"™'111 soo
PM3 1 1000 SERVICE HllUR MAI NTENANCE $3,768 80 ,;i,r&suu $7 .68 PM 4 I ltOO SERVICE HOUR 1111\INTE NANCE S6.68437 SG,83'137
PM 4000 1 4000 SERVICE HOUR MAINTENANCE $893 10 S893.IO
!Ml Known SMU ~1111 fl /\
SIMti~o s...,..,. IIA
Wheelgr Machine ry Co . Resoonsibi~Ue:,
• Yt'hceb' Machin.my Co.. wUI utiJ:r.o ks stamf.,1rd jobs lo plan and provide labor . od, filters , and 0U1e; necessary parts to perform lhe Prevenlahve Mamlenance (PM) Seniices lisled above
• Wheeler Machinery Co . will perform Scheduled Oil Sampling (SO S) and pIoces$ sample s 111 lhe Fkl id Analysii:. Lab Results of the anJly sis will be provided la tl1e Customer by e--rnail .
• Wheeler Machinery Co. will track machine SMU hours via machine lelematics (if applicable) and will 1each out to cuslomor to schedule ma1nlenance services
• Wheeler Machinery Co. will perform a TA I Machme lnspeclion at lime of service The In spection will be sent by e,.mail lo lhe Customer
• Wheeler Machinery Co. will cover Visionl1nk® Daily or equivalent subscripti ons for un ils on CVA vlh1ch have Product link {Pl) telemahc s, and may cove, API daily feeds for non-CAT unils with non-CAT
telematics (when deemed possible by Wheeler Machinery Co),
• Wheeler Machinery Co. will provide customer a JS% discount on qualify ing CAT maInlen ance parts for CAT Equipmen t actively reporting SMU hours lhrouyh Pl telematics.
• Wheeler Mach inery Co will automaticaffy renew this CVA at the conclusion of the length of Agrt:ernenl (or the Customers ccnvenience. At renewal. the updated CV/I. pncing iAill be sent to the Customer for
review, Any unit no longer in the customers fleel can be removed from the updated agreernenl All cance llation opllons remain i11 place for lhe customers benelit and convenience
• Wheeler Machinery Co. will adrninister a Services Commitment Program for all qualifying Conslrnctio11 lnclustlies (Cl) units for Cl customers. F 01 details, vis1I wheelercat comlcva
CuslQmer RespMS,btlrtl1w
• Custome, Y.'111 peufon,, d~ greasing, daily filter Inspecbo11s, daily fluid level in spection s daily drat11 ))lug and fill cap lorque Inspect1ons and an overali 1nspectI011 pnor to operaling tl,1: machine
• Customer will provide labor and Is respon sible for the cost all daily and other PM ser-1Icec; as µresdbed by the tna11ufacLL1re1 which are not pen'ornied by Wheeler Machinery as pmt of this agreement.
• Custome, will obtain and submit SOS samples to Wheeler Mach inery Co. pe• the manufactwe s mc1mtenance ~rn.:ies (or all $ample ,nte,vals not mcluded 111 1hc :.e1v1ces pe11ormed by Wheeler Mad1ine1y. If
SOS samples im/1cate a need to or lhe Cu stomer otherwise elects to :;hurten service 1nleI vals ihe Cl1 Slomsr will he Iespon s11Jie io1 the cost of any added ser'liiCC:.! 1n tervc1l s nol included in t/11s agraement
• Cuslomer will make lhe machine Timely /1c1;ess1ble for each sch eduled ser1JI ce. Tune!y Access1b!;a is Jef1ned ~s Customer confll ms lac .::ll1011 of 111c1ch1ne, acc~ss granted lo enler through all locked gates or
doors. petm1ssmn 1s granied to work on sitE:, machme 1s 1.:icilled in an a,ea wh ere ct ;ubf:-lrud ms1y puil r1:ongs111 e and :;,1 ieiy p1:;1fnrm iii•:? se;v!c.e ,:1 l!achmen<s ar e renM,ed 1/ th ey will ml !:!rfe,e with the ser.-ice .
visil Is schedu led w1lh sufficient lime to comp le ie and comply wilh ail cIly HOA or :oca lIc11 nrnse oml,01 workllm c ot d111anc e:. Ii Ihe mac h11 m Is not ma<l e lnnely ijCcess1ble and a repe(l l vis it is required to
perform or comp~te lhe service Cuslome1 will incur an ncld1tionai :;200 service cail ctwrgl.:!
• Customer will conlact Wheeler Machinery Co, for questio!ls rega1 1J111g t!ny pat ! 01 labor il en, 1ndutle<1 or 001111 th is agreement .mdior 1e~ard111g a11~· terms of lhi:; agreement
• Customer 'MIi review all Inspe ctions and SOS data follo•.ving !he service and 1s 1cspons.1ble let c1il -:or 1esµomJii;g cie c1sro11s anc1 co sts of sll actions er rep~ir s :ntlde or not made
• Customer will perfo1m or make arrangements tor all 0U1cr repair and se1"'11ce work frn Ilen,:; not ca'Jered Dy Um t!g1eement
• Cuslome, v11ll notify Wheeler Machuuuy Co. or any spec1<'ti se1v1cutg requir eme nt:; 01 spec13I fl uid:.: needed fo, lh 1s machme 1f C.U. T oil $ will not be compat:ble This 3ppiie!. only to Non-CAT m.:ichines.
• Customer Is respon si ble to notify Wheeler Ma ch1ne1y Co if this mach ine ts scld or lfan sferreLI su as to pr13 venl any contract ual !;e1 v,ce expense !i ab,htf to th e customer
• Customer understands and ag rees to share mach111e teiemaUcs and 01he1 dc1tc1 as desc1ibed at whe elercalco1n.'datacons enl
• Customer Will report setVice meter hours and local1011 lo Wheeler Machmery Co weekl y for any 111.-=i ch1ne wli 1ch c1oes no\ have Produc;t l ink ir,:;talled or Is nol repo1ting correcl SMU hours or loceition data to
Wheeler Machinery Co. Product Link te!emahcs ha,dware is availa ble for purcha se as an added PM hac"ing co11vtmIence ior the cus tG m€r
• Customer understands and ag rees to share machine telematics and other dc1.la as descnbed at tne,'!_i:ille~Lill-~~tJ':d,i'1u;onGi:µ1l
• Customer will report ;;eIvIce meler hours and location /u Wheele1 Machineiy Co wef::k!y /01 anr 11rn:l111 113 which do".s 11ol ha•:P. Prociuctl111k .. '' instailed 1.;1 •snot reportin g correct SivlU l1ours or location data lo
IMleeler Machinery Co. Producllink ·.• 'J telemallcs ha1d ware 1s a•J mla ble fll1 purch.ise 3S an ~dci ec.l PM tradmo !=O:rv~rneli ce for the custome1 . Cuslome1 1s 1esponS1ble fer lhe cost ol Producl Unk 1'' repairs.
Exclusions
• This agreement excludes all pi\lts and labo1 ior the follow111g but 1101 hmrled to vaivc i<:lsh check .'odJu:;11nen1, d1e:.el part1culole Mier se1vIce, spark plllg(s). Diesel Exhaust Flu id (DEF), DEF Filter and any other
DEF Df Tier 4 emissions component
• Th,s agreement excludes all other repairs , mecha111cal work. fluid fk.Jshes 01 addi1Jo11al 1munlenance items not co1Jered by 1/i/heele< iv1achiner/ Co .'s preventative maintenance slilncJ ard jobs.
• Unless otherwise included above lh1s ayreernent excludes the lollowmg rnit1al break 111 i.en11ces rndeoenclenl service nnervals outsrde of the slandc!rd PM1•4 . or any o:her 1le111 nol part of Wheeler Machinery
Co. Standard Job of the corresponding PM1 (250 hr), PM2 (500 hr}. PM3 (1000 lu), or PM4 (2000 hr) lor eac!i Senai Number mcluded 111 this Cl/A
• One hour of travel is included with each PM visit This ayreemenl excludes ill! lravei charges In excess of one houi l ravel charges will accIue 1f a repeal visit lo !he machine is required due to any of the
followmg: the machine Is not made availab le lo Wheeler Machinery Co al the hme oi ih~ schedu led 5(;!1V1ct:, ihe machine 1s not localed where slated by lhe customer at lhe iima service 1s scheduled . or if lhe
machine is located in an area inaccessible lo Wheeler lv1ach1ne1y Co
• Discounts available as part ol lhis agreement are vahd through Wheeler 1niti.i\ed CV/;,, tranc;tI011s only and do not apply Lo any other purchase
• Fulfillment or this agreemen! may not occu, •1.11en machine 1s located outside of WheelP.1 Machmcr1 Co. 1errito1y (Exclusion zone 1s ou!s1de of UT & pr.rt1ons of NV, 1/1/Y, ID, ,3 Al.)
• Excludes the cost of loppmg off of low fluid compa1tmenls lhat were not seP1Iced as µait cf lhe scheduled PM perfrnmed Excludes DEF fluid
Renewal
• This agreem ent a)J)ltes when the Signature O.:tte-~s the Length of Agreement has passed. It U1ere 1s no Signature Date, the agreement will expire v,hen the Quote Date plus the Length of Agreement has
passed. Customer BgJOtr.i lo future automaLlc renm·;a!s of th is agreemenl at each lime of expiration, for the same Length of Agreement Al renewal. updated CVA pril:mg and terms will be sent to the Customer
Any unit no longer in the customers fleet can be removed from the updated agreement by notifying Wheeler Machinery Co. This renewal 1s completecl for customer benefit and COfl\l0niencs and the customer
may cancel al any time by notifying Wheeler Mac'hinery Co. Any renewed agreement for a urnl whtch in lhe previous ag1eemenl had funds set aside al Lime of sale, or was oQ\eNir'..e charged internally to
Wheeler Machinery Co. will be invoiced entirely lo lhe Customer as part of th!;! renewal agreement
Termination :
• Either party can terminate this agree ment wilh a JO-day written nol1ce
• This agreemenl is non-transferr.able This ag1 eement exists soiely belween Wheeier rvfa1ch1nery Co and the Customer s1gnin\:j lhe agre~ment
• Wheeler Machinery Co. reserves lhe nght lo audit, at any tune, all payments received lron1 the customer for this agreement in compari son w1lh tha 'l11divrdual PM Pricing • c1bove .0..ny outslandmg balance for
services performed by Wheeler Machinery Co will be uw01ced to the customer Any credit may be applied to subsequEml CustomEf Value Agreements
• Ir customer elects to remove any unit fram lh1s c1greemenl, they inay do ::min writing Alf olher units In ih1s c,g1eeme11t will remain subject lo the terms and cr:mdiltons of the agreemenL and the remainder of the
agreement will remc1in active
• Any unit in this agreement is terminated the momen t the unit identified above by Senal Number JS .:.okJ or I[s lease is terminated. All other units in \~ns agreement will remc1in active.
• At the completion or termrnatI011 of this agreement. Wheeler Machrnery Co. reserves !he righl to aui.111 poymcnls rP.Ce1ved ~nd services completed lo, lh1s contmct . .!\ny oulstanding balances will be invoiced to
the customer. and credits may be appried to subsequent Customer Value Agr ee 111enls
• This agreement will remain active fa1 the Length of Agreement hsled above, from the dat e of sIgnatuI e below If no dale ot sI9rIature is hsterJ . lhe Q11ole Date will be used . Wheeler Machinery Co may elect
to honor pricmg for the Length of Agreement fOf any urnt which exceeds the Quanl1ty or serv,c,as during lhe lenglh or Agreem ent
Payrmml,
• Tai.I'~ are not mclu<led in !he listed pricing and will be added lo 1no.1,iMJtm l invoices 1f appli cable.
• It auy tnvoice is not paid when due . mteres( wi ll be added to and pft)'blih on all overdu~ c1mounls al 24·~,o per yea, 01 ihe ma:xi mum µerc eniage aliowe-ci under app!lc-ahle Uiah laws, whichever is less.
Customer shall pay all costs or coilection including without ilm1tatiori , 1easonabie allorn~y it::es
• In addition to any other right or remedy provirled by law, if U1e Custome1 fall s lo pai for thE: .:iel\1kes •:,hen due Wheelei Mactii11e1y Co. hc1s Urn op!Jon lo tre at suctl failure to pay as e1 material breach of this
agreement and may cancel this agreement andior seek lega l remedies
• Prices aI e .;;ubiect to change if a Customer's filler Of other parts discount cllanges or e:<p11 es during tl1e dura~on of lh1s agreeIm:11l Prices aI e al:;;o subject lo review and may change bi-annually from U1e
Signature Date For Non-CAT units included In lhis C\/A, pm;es arl3 subject lo ch~nge wh en required ports dilfer from lhe standard JOb used lo quote or whe11 parls pncI11g chc1nges
• Customer agrees to pay ror all Preventative Mamten ;v,cd lVld Producllmk '' '11 mstaUallon services as ou t~ned 111 lhis agreement
• Payments shall be made lo Wheeler Machinery Co.: PO Bo.: 413071 Salt lake City, UT 84141-3071
Selected Payment Optlqn: Customer agrees to pay according to the paymenl option below
□ Bill Actual Cost Per Service: (;11stvmerw:.\' be NI VO/Ced fnd,vduat PM l·h:mg dntOU/r/s ,l//1/f!f' ols('{Vlee
□ Full Payment at Sale: hinds St1/ /!Side al r1rne or Sa.,, 8:/i ~er• .. ccs lo /lie dl'!ferred acco11n/
0 External Lease: hinos ~el iJS«ie .:;t /1mi:: ol /e;,se &Ii sel\':ces to //Je Jeie,~cl.:iccounr Na olhcrcnarges /c lu!ld a!lawed ;l:'co,11;~,.,r:011 cl limu~ ta /he kJSC' al conbocl complehon
□ Internal Lease • Bill Machine : lnvo,ce md,1·1du.il PM Pr,;111g o1mm,nls lo tr,,! maci11.~e AtcOUIII
Signature:
Print Name: ----------------
Signature Date: _______ _
Ct.mormJ, c:on1«r detail!: fa, .:sC'Jrect.uhrtq s:e,v,g.e.s:
Name:
Phone: _______________ _
Email:----------------
Wheeler Machinery Co
Signature
Representative Chris McK1nlay
If nor sra-11!'d h~ Cuslam i.-r fi'ep1es ~1l,nR ~CL'f)!S respu11siLJJ~I~ of Qhl,...lln!J c11srame,
M:Ccolmr:e ol lhe rem,s Ill 1/us sgeer11et1I
Signature Dale: _______ _
D Renewal Agreement
OR
0 New Agreement
Wheel Tractor-Scrapers Specifications
• Twin Engine Open Bowl
• Optional Push-Pull
MODEL 627K 637K 657G
Flywheel Power: Tractor 304 kW 407 hp 425 kW 570 hp 421i447 kW 564/600 hp
Scraper 216 kW 290 hp 216 kW 290 hp 306/33 7 kW 410/451 hp
Approx. Operating Weight (Empty)◄ 40 811 kg 89,973 lb l12 140 kg 1·14,950 lb 68 384 kg 150,760 lb
Scraper Capacity : Struck 13 m 17.1 yd ' i8.3 rn '' 24 yd' 24 .5 m ·; 32 yd'
Heaped 18 .4 m 24 yd" 26 m' 34 yd'' 33.6 m"J 44yd'
Rated Load 26127kg 57,610 lb 37 285 kg fl2,200 lb 47 174 kg 104,000 lb
Weight Distribution -Empty: FronL 59% 59% 58%
Rear 41%, 41% 42%
Weight Distribution -Loaded: Fror1l 50!j~ 50% 50%
Rear 50% 50% 50%
Engine Model: Tractor C13ACERT C18 ACERT C18ACERT
Scraper C9.3ACERT C9ACERT C15 ACERT
Emission Standards Tier 4 Final/Stage IV/ Tier 4 Final/St age IV/ Tier 3/Stage IIIA/
Japan 2014 (Tier 4 Final) Japan 2014 (Tier 4 Final) Japan 2006 (Tier 3) equivalent
Rated Engine RPM: Tractor 2000 1900 1800
Scraper 2150 2150 1800
Displacement: Tractor 12.5 L 763 in ' 18 .1 L 1105 in ' 18.1 L 1105 in'
Scraper 9.3 L 567 in' 9.3 L 567 in' 15.2 L 928 in'
Top Speed (Loaded) 53 .9 kmih 33.5 mph 5~}.8 k rn/il 34.7 mph 53 km/h 33 mph
7 80° Curb-to-Curb Turning Width 18.25 m 59'11" 19 .94 m 65'5" 22.33 m 73'3"
Tires -TractoriScraper 33.25R29" • E3 37.25RJ5,. * E3 40 .5/75R39* * E3
Width of Cut 3.14 m 10 '4" 3.57 Ill 11'6" 3.85 m 12 '8"
Maximum Depth of Cut 315 mm 12.4" 47 5 mm 18. 7" 440 mm 17.3"
Maximum Depth of Spread 540 mm 21.3 " 451 mm 1Z8" 660 mm 26"
Fuel Tank Refill Capacity 1272 L 336 U.S. gal 1400 L 370 U.S. gal 1597 L 424 U.S. gal
Tractor DEF Tank 31 .5 L 8.3 U.S. gal 3 1.5 L 8 .3 U.S. gal -
Scraper DEF Tank 23 .1 L 6 .1 U.S. gal 22 .9 L 6.0 U.S. gal -
GENERAL DIMENSIONS :
Non Push-Pull
Height -Overall Shippi11g 4 03 m '13'2" 4 _·15 !Tl 137" 4.62 m 15'2"
Wheelbase 7.99 m 26'2" 3.81 m 28'11 " 9.96 m 32'8"
Ove1 all Length 14.02 rn 45'10" 15 ,04 m 49'4" 16.2 m 53'1"
Overall Width 3 .57 Ill 11 '7" 3.94 rn 12'11" 4.35 m 14'4"
Shipping Width
(Draft Arm on Inside of Bowl) --3.91 m 12 '10 "
Center Line of Scraper Tread 2.29 m 7'5" 2.46 rn 8'1'' 2.81 m 9"3"
Center Line of Tractor Tread 2.28 rn 7'4" 2.46 rn 8'1 " 2.63 m 8'8"
GENERAL DIMENSIONS: Push-Pull
Operating Weight (Empty)◄ 42 158 kg 92,942 lb 54 005 k~J 119,060 lb 72 304 kg 160,505 lb
Overall Length 15 .58 m 5"1"!" 16 .64 m 54'7" 18.01 rn 59'1"
Weight Distribution -Empty:
Front 59% 61% 58%
Rear 41¾ 39% 42%
Weight Distribution -Loaded:
Front 50%, 51 °/o 51%
Rear 50% 49% 49%
·•S ta ndard Shipping CoM,gurntio".
◄ Opcratirog weight inc;lll le:; $lamJurcl rnachin,;. c:o,,larrt, lu lJn~d n ls. i 111 11""1 l,mk. ,111'1 vlJ\'ffiln r. Or)erdll1111 w,ii~lits for rh u G27K .-,ml fj371 ,iro l>dso<'i on Tier 4 Final/
S1ag1: IV/J apan 201 4 (Ti er 4 Fuoal) piatforrn machiows. b•ill uct bb~l ~R {1.?S•l lb) r,, lhu "1"""11119 w,•,yil l fu r th ~ 6271s Ti er 21 Sl,19,• 11 ,Japan 2001 (Ti e r 2i
e4u1valent. Ded uct 650 k g (1433 lb) lor t11 e o pe, at i n rJ vt,il)h ! fr.,r l lt;, i;:n~; liDr;, Sl,,y., II.J:,µ1111 l!0UI l"f rer ;>; ,;q u011H le11 1. 657C i:. ,101 av'11 1able in Ti er 2/
Stage II/Japan 2001 (Tier 2) equivcilent.
NOTE: Wheel Tractor-Scrapers ore not emiss ion cerl i:'iefl ill ..Japdn rnci1h fl l
24-4
Specifications
• Tier 2/Stage II/Japan 2001 (Tier 2) equivalent
MODEL
Gross Power -SAE J1995
Net Power -SAE J1349
Net Power -ISO 14396
Operating Weight (Empty)·'
Top Speed (Loaded)
Gross Machine Weight
Distribution Empty:
Front
Center
Rear
Distribution Loaded:
Front
Center
Rear
Max. Capacity*'
Struck (SAE)
Heaped (2:1) (SAE)
Tailgate Heaped SAE 2:1
Tailgate Struck
Engine Model
No. Cylinders
Bore
Stroke
Displacement
Tires
Clearance Radius
Fuel Tank Refill Capacity
General Dimensions (Empty):
Height to Cab Top
Overall Length
Loading Height (Empty)
Height at Full Dump
Body Length
Width (Operating -Over Mirrors)
'Includes coolant, lubricant and full fuel tank
735C
336 kW 450 hp
329 kW 441 hp
333 kW 447 hp
31 200 k~J 68,784 lb
53 .9 km /h 33.5 mph
63 900 kg 140,875 lb
60%
19%
21%
33%
33%
34¾
32 .7 t 36T
15 rn' 19.6 yd'
20.5 m 26.8 yd'
22 rn' 28.7 yd '
15.5 m '' 20.3 yd ·'
C15ACERT
6
137 mm 5.4"
171.5 mm 6.75"
15.2 L 926 in'
26.5R25
8420 mr11 331.5"
550 L 145.3 U.S. gal
3684 mm 145.0"
11 061 rnrn 435.5"
2932 mm 115.4"
6550 mm 257.9"
5912 rnrn 232.8"
4166 mm 164.0"
740C EJ
38'1 !cW 511 hp
370 kW 496 hp
376 kW 484 hp
35 600 kg 78,484 lb
54.8 km /h 34 mph
73 600 kg 162,260 lb
56%
23%
21%
29%
36%
35%
38 t 42T
18 rn ·' 23.5 yd'
23 m '' 30.1 yd'
C18ACERT
6
145mm 5.7"
"183 mm Z2"
18.1 L 1106 in'
29.5R25
9082 mm 357.6"
550 L 145.3 U .S. gal
3725 mrn 146. 7"
11 776 rnn, 463.6"
2987 mm 117.6"
6761 mm 266.2"
4166 mm 164.0"
'f ~Rating dependent on option al equipment. Maximum yross wrnyht {(:.rn1ply weight µlus pDyload) s hould not b,:; exceeded
C Series
Articulated Trucks -
745C
381 kW 511 hp
370 kW 496 hp
376 kW 484 hp
33 000 kg 72,752 lb
54.8 km/h 34 mph
74 000 kg 163,142 lb
58%
21%
21%
34%
33%
33%
41 t 45.2T
18.5 111'1 24.2 yd'
25 m' 32 .7 yd'
26.5 rn·' 34.7 yd'
19.5 m' 25.5 yd'
C18ACERT
6
145 mm 5.7"
183mm 7.2"
18. 1 L 1106 in'
29.5R25
9082 mm 357.6"
550 L 145.3 U.S. gal
3725 mm 146.7"
11 429 mrn 450.0"
3101 mm 122.1"
7239 mm 285.0"
6447 mm 253.8"
4166 mm 164.0"
1-5
PPI Commodity Data
Original Data Value
Series Id: WPU057303
Not Seasonally Adjusted
Series PPI Commodity data for Fuels and related products and
Group: Fuels and related products and power
Item: No . 2 diesel fuel
Base 198200
Date:
Years: 2000 to 2023
Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
2000 76 .1 86 .1 90 .0 84.1 82 .8 85 7 89 ,5 92 1 110.8 110 0 110.4 101 6
2001 96.7 92.4 83 .5 86.4 93 1 90 2 81.6 82 0 91 .6 75 9 71 3 56 .2
2002 58 .9 60 0 69 .7 76.9 74.7 73 .3 77 6 80 4 92.3 98 7 85 5 86 8
2003 97 6 123.8 129.4 102.3 87 9 89 .8 92.7 96 .6 91 . 1 101 .1 95 .9 98 1
2004 109 3 103 7 109 7 119 .9 121 0 114 2 123.0 135 .1 140 ,9 166 .6 159 7 135.3
2005 141 .1 149 .5 173.3 175 4 170 8 187 .2 189 .8 200 ,6 2·12 6 264 1 206 2 198.5
2006 197 .1 196 .2 206 5 230.4 239 6 246 .9 237 5 250 ,2 201 3 197 .5 197 2 203 0
2007 180 9 193 .5 220 .2 238 .0 226 5 227 .6 243 5 231.2 246 ,2 249 6 296 .7 271 9
2008 278 2 287 .5 353 .7 365 .1 398 .2 421 0 431 9 346 7 342 .3 281 8 224 1 168 0
2009 161 .6 147 .2 139 .2 167.4 166.4 191 1 172.8 204 1 193 .2 202 .8 215 7 205 1
2010 229 4 206 9 225 5 240 0 235 8 221 8 218 5 231.1 227.7 243 .7 255 3 259 2
2011 270 .0 289 3 321 .8 339 8 328 4 333 7 327 8 307 3 317 8 310 .6 337 1 311 .0
2012 322.0 329 2 344 3 339.4 325.8 295 4 298 .7 324 1 342 4 351 0 323 .8 317.4
2013 318 .9 342 4 321 .0 318 .3 3077 304 .8 311 6 319 .3 328 0 318 4 307 .0 314.7
2014 308 .5 322.0 318 1 318 .7 316 5 308 .8 307 8 306 9 302.3 283.4 272.3 229 ,9
2015 182.6 191 .5 193 1 183 .8 202 .6 198.7 194.0 189-2 169.4 173 .5 167.4 130.8
2016 119 .2 113_4 119 4 123 .6 144.4 155.4 157 6 149.8 163 1 159 .7 157 0 158 .8
2017 161.1 163 5 161 .3 162.9 173 6 171 5 179 6 188 .9 204.2 213 .5 223 7 223 .8
2018 229 4 226 .5 224.8 231 .8 251.1 261.4 256 9 254 3 262 5 271 7 264 ,8 232 7
2019 201 1 218 .3 239.3 237 .7 235 .0 204.4 220 .0 207 .2 218 4 220 5 223 .1 231 1
2020 214 .5 193 3 169.7 123 6 108.3 137 .8 179 2 191 .0 177.5 187 3 201 .1 224 .6
2021 232 .9 264 4 304 1 282 0 318 .8 317 8 326.966 322 .279 334 175 374 .107 366 731 346.234
2022 365.449 415.354 503 ,052 528.256 587.939 665 720 568 603 497.425 548.658 605 .641 585 .306 419.191
2023 449 169 435 .578 406 .306 387 .167 363.260 342 988 322 199 428045 446 .947 407.772 393 .769 340 831
36 Month Average 411.3
!1.,J...AllJ!MlLlltillWJUJ6W TICS
Databases, Tables & Calculators by Subject
..,, ~Peda l Not c<a, 121os12023
Change Output Options:
From iooo To '2023
rnc.lude graphs ; ,n(lude ilnnucJI averages
'lore Formi1Um g Opim n •
PPI Commodity Data
Series Id: WPU057303
Not Seasonally Adjusted
Series Title: PPI Commodity data for Fuels and ,elalccJ products and power No 2 diesel foci, r101 :.€'a:.oni1lly ddJuste<J
Group: Fuels and related products .md power
Item: No . 2 diesel fuel
Base Date: 198200
~ ijQ
a,
] J OO
r
o-i--...--------.... _,,....._____ --r-_I
:w oo ZCG2 2 0◊~ 2QO U .2008 JOHi lOl 2 2014 .!O 1\ll lGlS 10.'.:0 .:o? ...
Download: 1 :d:sx )
Vaar Jan ftb Mar Apr May Jun Jul Aug Sep Oct Nov Doc
2000 76 1 1!61 90 0 84-1 82.8 85 7 89 '3 92 l l!0 8 110n 110 4 101.fi
2001 967 92 4 83.5 86.4 931 ; 90,2 816 8,.o 916 75 9 7 L3 Sli 2
2002 58 9 : 60.0 69 7 ' ' 76 9 70 73 .3 77 6 80 4 92 1 98 7 85.5 8~.B ' 200] 97 6 123.8 129.4 102.3 87 9 89.8 92.7 %.6 91.1 101.l 95.9 98.1
2004 109,3' 103.7 ! 109.7 119 9 121 0 tl4 2 123 0 115 l 140 g 16h Ii 159 7 \]r)3
2005 1411 ' 149 5 173.3 175.4 1708 187.2 1898 2()0 6 112 6 26'11 206 2 l9B5
2006 197.l 196 2 : 206.5 230.4 239 6 246.9 2315 J.50 2 201 3 197 5 197 2 203 0
2007 180,9 '. 193.5 220 2 238 0 226S' 227 6 243 5 231 ,2 246 2 249 6 296 ,7 2719
2008 278,2 ' 287 5 353 7 365 1 398 2 421 ,0 431.9 346 7 342.3 )81 8 ).24 1 lbB 0
2009 161,6 147,2 139,2 167 4 166 4 ' 191.l 172,B 204 .1 1932 202 8 215 ,7 205 .l
2010 229.4 206 9 225 5 240.0 235 8 221 B 218 ~ 731 1 2?7 7 243 7 255.3 259 2
2011 270 0 289.3 321,8 339 8 3284 333 7 327 8 307 3 317 B 310 6 JJ7.l 3110
20U 322 0 ; 329.2 344 3 339 4 32 5 8 295.4 2Cl~ 7 124 l J.d2 4 JC.I 0 323 a ~17 4
201] 318.9 342.4 321.0 318.3 307 7 i .l04.8 311.6 319..J 328 0 318 4 307.0 314 7
2014 308.5 : 322 0 3 18 l 3 18.7 316 5 308 6 307 B 306 9 30 1,3 283 4 272 J 229 9
2015 182 6 191 5 193.l 183.8 202 6: 198,7 194,0 189 2 169 4 173 5 167 4 130.8
2016 119,:? 113 4 1194 123.6 144 4 1S5 .4 157.6 1498 163.1 159 7 \'j7 0 1SfL8
2017 161.l 163.5 161.3 162 9 173 6 171 ,5 179 6 188 9 204 l 2n s 213 7 223 8
2018 229 ,4 226 5 224.8 231.8 I 2511 261 .4 256 9 J.54 3 26) 5 27 1 7 26 4 8 232 7
2019 201.1 218 3 239.3 237.7 235 0 204 ,4 220 0 207 2 218 4 220.5 223.1 231,l
2020 214 5 • 193 3 169 7' 123 6 JOB 3 137 B 179 7 191 0 177 5 1873 201 .1 224 h
2021 232 9 264.4 304.l 282.0 318 B 3 11.S 326.966 322 279 334 175 374.107 3G6 7 JI 34G 234
20U 365 449 415 354 503.052 528.256 587 939 665720 568 603 497 425 548 658 G0S.641 585 306 419191
2023 449.169 , 435 578 406 306 387.167 363,260 342 988 312 199 428.045 446 94 7(P) 407 772(P) 393 769(Pl HC ,3l(P)
P: Preliminary. All indexes are subject to monthly revisions lip to four months rifte r original publicat ion.
US. BL.JREAU OF LABOR STATI STICS Postal Squar!:' 6uiidmq : r-1assai;tio_1 scl•.-A-.-•:i nue ~JE Wa .:;I !1 ngton DC 20 21.e 0t1() L
1/1
Labor Costs
Specified Wages
~~F"nl•~d,,.,,,..fbln
Labor Cla&&lllcaUon
Boller Makers
Millwr1gh\s
lronworkers
Carpenters
Cement Masons
Electricians
~• ~ ll~clrl;
Laborers(lncludlngplpelayers)
Plperrtters
POWER EQUIPMENT OPERATOR
Backhoee
Cranes
Dozers
Graders
Loaders
Sclilpelll
Trackhoea
Traciora
Truck Drivers
}
,OJ,11 El!fm.,t,td ~-Jl.t1H-
-a,,,,·-iil....U.CO:F~
1:1:tt] $1876
,,..., .. ,.
m;,s, .,.,
""" $303
1\7,.14 $056
.,..., $271
'1G2:8
1Hf.N $000
$2591
$1J:i1(1
i·J7.'111 1
l.!l ,.al
"'""
:52l..1:l .,..,
"""" ,,.,..
'"'""
1565%
Labor Burden
(FICA, SUI,
FUI, etc
$503
$4,15
$433
$294
$27g
$200
$411
$264
$400
$3211
$431
$368
$400
$368
S<Cl!i
$4~
$32~
S32Ei
700%
Company
Benefits (medical,
life insure, etc)
l"IO added cost
no added cost
tt,addedcost
no added cost
,.,..,,
f"ID added cost
" ..
S$.t 8
$1 ,81
s,,.n
S-1.IS
S:,_6,jt
$181
11.&o
S1 81
$181
H,,47
I U7
Not•: bas• n.las do not Include FICA, wori.•r comp,~••~~~ lncruse the cost per hour
F~Costs Labor Cost/HR
$2379 $5592
$B43 $34 96
$14 27 $4210
$597 $24 76
"04 $21 ,88
$560 $2410
$505 $3220
$382 $20,70
$587 $31 ,78
$475 $2570
$632 $34 2-4
$530 $28,72
$587 531 .n
$530 $2872
$587 531 ,n
$587 531,n
$475 $2570
$4 75 $2570
1505%
FringeCosts-
on Overtime
hoUrll
$2319
$783
$1367
$537
$3 44
$500
$535
$322
$527
$415
$572
$470
$527
$470
$527
$527
$415
$415
State of Utah-General Decision -Current Update UT130043, attached, 5 pages, 02/27/2014 ( For comparison only, not used)
Nonspeclfled Wages
Survey Crew Member
Sample Crew Member
Mechanic (Demolition)
Manager/Engineer
Radiation Safety Officer
Secretary
Clerk
Engineer
Emi:~Jtchnlc.wi
Safety Engineer
MP'llffllntcf''ON!ffliltl
Security Personnel
Chemist
e.....,Pbijc,••· ~h~
.S,t502 $000
SlSOi: $000
$1561 $000
:1,54~7 $000
54195 $000
$17.37 $000
11429 $000
,,us $000
s:i.i ,19 $000
$2.i lO $000
53151 $000
$931 $000
S2""<" $000
" labor rates based on the 2024 White Mesa Mill Operating Budget
... Re Heels 3 1 % cost of living raise ror 2023
8/22/2024 -7 4& AM -WMM R1te Plan E1I RIIY 51B , 051 JIJfy 2024 RIIY01
Labor Burden
(FICA, SUI,
FUl,etc
$235
$235
$2-44
$860
$672
$272
$224
$672
$378
$378
$493
$146
$396
Company
Benefits(medical,
life Insure, etc)
$1 ,05
$1 05
$1 ,09
$385
$301
$1 22
$1 00
$301
$1 69
$1 69
$221
$065
$177
~Costs
$340
$3-40
$3 54
$1245
$973
$393
$324
$973
$548
$546
$7.14
$211
$573
LaborCosUHR
$18.43
$1843
$1915
$6742
$5267
$21 30
$1753
$5267
$2966
$2966
$3865
$1142
$31 01
FringeCosls-
onOvertime
hour.s
$260
$260
$2 94
$1185
$913
$333
$2 64
$913
$488
$468
$654
$151
$513
LABOR COSTS
2015
"""
Labor
Labor Cost/HR -Cost/HR -50
Overtime hour week
$8298 H1,.Jl Pa}ifOI Taxes
WC
$5153 m ,v U1
$6225 Ml,.n
$3624 $27.06
$3191 $23.88
$3525 $26,33
$4741 $35.24
$3016 $22.59
s4sn $34.78
$3766 $28,09
$5045 $37.48
$4218 $31.41
$4675 $34.76
$4218 $31.41
$4675 $34.76
$4675 $34.76
$3766 $211.09
$3766 $28.09
Labor
labor CosUHR -Cost/HR -50
Overtime hour week
$2674 szo.oa
$2674 $20.09
$2782 SZ0,116
$10022 $73.18
$7811 $57,76
$31 06 $23,25
$2539 $19.10
$7811 $57.76
$4359 $32,45
$4359 $32.45
$57,08 $42,34
$1622 $12,38
$4562 $33,83
2016
1025%
... <#_JWf
7,65
74
___ o_ao_
15.6'5
2017
1025%
2023
1040%
2023
1031%
En•rv-, Fuol1 R•-:;"se~!:'! ~~II
Harold R. Roberts, P.E.
From:
Sent:
To:
Subject:
Yes, we did. I believe it was 3.1%.
Logan Shumway
Thursday, February 15, 2024 9:50 AM
Harold R. Roberts, P.E .
RE: Re: Wage rates for surety estimate
eF Energy Fuels Resour ces (USA) Inc.
Logan Shumway
t:435 .678.4119 I c:435.459.9878 I f:435.678 .2224
[e-mail] •
6425 S . Highway 191
Blanding, UT 84511
http .llwww.ene1gyfueis .com
This e-mail is intended for the exclusive use of the person(s) mentioned as the recipient(s). This message and any attached files with it are confidential and may
contain privileged or proprietary information . If you are not the intended recipient(s) please delete this message and notify the sender. You may not use, distribute
print or copy this message if you are not the intended recipient(s).
From: Harold R. Roberts, P.E.<[e-mail]>
Sent: Thursday, February 15, 2024 9:42 AM
To: Logan Shumway <[e-mail]>
Subject: Re: Wage rates for surety estimate
Logan:
Did you give any cost of living wage increases this past year??
eF Energy Fuels Resources (USA) Inc.
Harold R. Roberts , P.E.
t:303.902 .2870 I c: I f:303.389.4125
[e-mail]
22~ Union Blvd ., Suite 600
Lakewood, CO 80228
h1tp J/www energyfuels .corn
This e-mail is intended for the exclusive use of the person(s) mentioned as the recipient(s). This message and any attached files with it are confidential and may
contain privileged or proprietary information . If you are not the intended recipient(s) please delete this message and notify the sender. You may not use, distribute
print or copy this message if you are not the intended recipient(s).
1
Long Term Care
LONG TERM CARE CALCULATION
March 2023
Base Amount (Starting in Dec. 1978)
CPI-U December, 1978
CPI-U December 2023
$250,000
67.7
306.746
Adjusted Long Term Care = $250,000 x (CPI-U most recent I CPI-U Dec., 1978)
Adjusted Long Term Care $1,132,740
Energy Fuels Resources (USA) Inc.
8/22/2024 -7:46 AM -WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01 White Mesa Mill
Bureau of Labor Statistics
Consumer Price Index for All Urban Consumers (CPI-U)
Original Data Value
Series Id: CUUR0000SA0
Not Seasonally Adjusted
Series Title: All items in U.S. city average, all urban consumers,
Area: U.S . city average
Item: All items
Base Period: 1982-84=100
Years: 1994 to 2023
Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec HALF1 HALF2
1994 146 .2 146 .7 147 .2 147.4 147.5 148.0 148.4 149.0 149.4 149 .5 149 ,7 149 .7 147.2 149 .3
1995 150 .3 150 .9 151.4 151.9 152 .2 152.5 152.5 152 .9 153 ,2 153 7 153 .6 153 .5 151 .5 153 .2
1996 154.4 154 .9 155.7 156.3 156.6 156 .7 157 .0 157.3 157 .8 158 .3 158 .6 158 .6 155 .8 157 .9
1997 159.1 159 6 160 0 160 2 160 .1 160 3 160 ,5 160.8 161 ,2 161.6 161 ,5 161 .3 159 ,9 161 .2
1998 161 .6 161 .9 162 2 162 .5 162.8 163 0 163.2 163.4 163.6 164 .0 164.0 163 .9 162 ,3 163 .7
1999 164 3 164 .5 165 0 166 2 166.2 166 2 166 .7 167 1 167 .9 168 2 168.3 168.3 165.4 167 8
2000 168 .8 169 ,8 171 .2 171 .3 171 5 172 4 172 .8 172 8 173.7 174 0 174 .1 174 0 170 .8 173 6
2001 175 .1 175 .8 176 .2 176 .9 177.7 178.0 177 .5 177,5 178 3 177.7 177.4 176 .7 176 6 177 5
2002 177 .1 177 .8 178 .8 179 .8 179.8 179 9 180 .1 180.7 181 0 181 .3 181 3 180 .9 178 9 180 9
2003 181.7 183 .1 184 2 183 .8 183.5 183.7 183 ,9 184.6 185.2 185 0 184.5 184.3 183 3 184 6
2004 185 .2 186 .2 187.4 188 .0 189.1 189 .7 189.4 189.5 189.9 190 .9 191.0 190 .3 187 .6 190 .2
2005 190.7 191.8 193 .3 194.6 194.4 194 .5 195.4 196.4 198 8 199 .2 197.6 196 .8 193.2 197 4
2006 198 .3 198 .7 199 .8 201.5 202 .5 202 .9 203.5 203 .9 202.9 201.8 201.5 201.8 200 .6 202 .6
2007 202.416 203 499 205 .352 206 686 207.949 208 352 208 299 207 917 208.490 208 .936 210.177 210.036 205 709 208 .976
2008 211 ,080 211 693 213 .528 214 823 216 632 218 .815 219 .964 219 086 218783 216 .573 212 425 210.228 214 429 216 .177
2009 211 .143 212 .193 212 .709 213 240 213 .856 215 .693 215 .351 215 .834 215 969 216 .177 216 330 215.949 213 139 215 .935
2010 216 ,687 216.741 217 .631 218 009 218 .178 217 .965 218 .011 218 .312 218 439 218 .711 218 .803 219 .179 217 .535 218 .576
2011 220 ,223 221 309 223.467 224 906 225.964 225 .722 225.922 226 545 226 889 226.421 226 230 225 ,672 223 598 226 .280
2012 226 ,665 227 .663 229.392 230 085 229.815 229.478 229 104 230 .379 231 407 231 .317 230 221 229 ,601 228 850 230 .338
2013 230 .280 232 .166 232 .773 232 .531 232 945 233 504 233 .596 233 .877 234.149 233.546 233 .069 233 .049 232.366 233.548
2014 233.916 234.781 236 .293 237.072 237.900 238.343 238.250 237 .852 238 .031 237.433 236 .151 234.812 236 .384 237 .088
2015 233.707 234.722 236 .119 236 .599 237 .805 238 .638 238 .654 238 .316 237 .945 237 .838 237 .336 236 .525 236.265 237 .769
2016 236 .916 237 .111 238.132 239.261 240 .229 241 .018 240.628 240.849 241.428 241.729 241.353 241.432 238.778 241.237
2017 242 .839 243 .603 243 .801 244 .524 244 .733 244 .955 244 .786 245 .519 246 .819 246.663 246 .669 246 .524 244.076 246 .. 163
2018 247 .867 248 .991 249 .554 250 .546 251 .588 251 .989 252 .006 252 .146 252 439 252.885 252 038 251 .233 250 .089 252 .125
2019 251.712 252.776 254.202 255 .548 256.092 256.143 256 .571 256.558 256.759 257.346 257.208 256.974 254.412 256 .903
2020 257 ,971 258 ,678 258 .115 256 .389 256 ,394 257 ,797 259 .101 259 ,918 260 ,280 260.388 260 229 260.474 257 ,557 260 .065
2021 261.582 263.014 264 .877 267.054 269.195 271.696 273.003 273.567 274.310 276.589 277 .948 278 .802 266.236 275 .703
2022 281 .148 283 .716 287.504 289 .109 292.296 296 .311 296 .276 296 .171 296.808 298 .012 297.711 296 .797 288.347 296.963
2023 299 .170 300.840 301.836 303 .363 304.127 305.109 305.691 307 .026 307 .789 307 .671 307 .051 306 .746 302.408 306.996
Source: Bureau of Labor Statistics Generated on: February 6, 2024 (06:40:31 PM)
General Liability & Auto Insurance
General Liability and Auto Insurance
Project Life 7 years
GL Insurance per full year $ 19 ,000
Auto $ 3,500
Vehicles Vehicle Ins . GL Insurance
Year1 5 $ 17,500 $ 19,000
Year2 10 $ 35,000 $ 19,000
Year3 10 $ 35,000 $ 19,000
Year4 10 $ 35,000 $ 19,000
Years 10 $ 35,000 $ 19,000
Year6 10 $ 35,000 $ 19,000
Year? 3 $ 10 ,500 $ 19,000
$ 203,000 $ 133,000
Project Cost $ 336,000
8/22/2024 WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
Haul Routes
~ ~
W3
W2 \\12e.SOII
Random
Fl ll
,'~
~ ~"'
l
/ t l-
\.~~oill
ti
Haul Routes
ll ovt~
A -1£8)
B •(W8)
t (U .EJ,1;5,£1l,f.'7 1
D ·(\'l,SI
£. (W5)
F ·(Wli
G•(W41
1,.1.l H • (.Mill.S ka Co11 111mln.111led SoNJl m ,.,w .. ,
J • (Ccll 1 Con tom1n;,tcd M11 1CNQ
~-IEJJ
HAUL l!P!.!!E §!,!MMARr
~n
Cubic
Haul Travel Time Fixed Time Total Cycle Trips per Work Hour Yards per
Route (min) (min) Tlme(min) 1 Hour
A 11 16 2.68 18.7 403
B 1.4 1.6 3.02 16.6 358
C 2.4 1.6 4.03 12.4 268
D 2.8 1,6 4.36 11 5 248
E 3.2 1.6 4.84 10.3 223
F 20 1.6 3.56 14.0 303
G 1.2 1 6 2.77 181 390
H 42 1.6 5,78 8.7 187
33 1 6 4,87 10.3 2.22
J 3,8 1 6 5.44 9.2 198
K 1.4 1 6 2.99 16.7 361
50 minute work hour (83.3% efficiency)
IN-PLACE VOLUMES
t:rosron Kip Kap
Protection Rock Compacted Bedding Rip Rap Random Fill
Cell Bridging Layer Lower Random Clay Upper Random Layer Topsoil Mulch Oulslope Fill Layer Amior Subtotal (cy)
1 0 50,556 25,615 51,037 25,000 101,593
2 0 15,400 0 474,200 0 0 0 0 6,770 66,175 489,600
3 14,592 344,505 0 500,500 0 0 0 0 4,075 66,380 859,597
4a 198,500 100,521 0 173,000 0 0 0 0 6,020 41,675 472,021
4b 198,500 144,200 0 172,500 0 0 0 0 6,020 41,675 515,200
Mill 0 0 0 0 0 48.600 0 0 0 0 0
Subtotal: 411 ,592 655,182 25.615 1,371 ,237 0 73 ,600 0 0 22 ,885 215 ,905 2,438,011
TOTAL: 2,438,011
IN-STOCKPILE VOLUMES
t:tOSIOn t<IP t<ap
Proteclion Rock Compacted Bedding Rip Rap Random Fill
Cell Bridging Layer Lower Random Clay Upper Random Layer Topsoil Mulch Oulslope Fill Layer Annor Subtolal (cy)
1 0 50,556 28,629 51,037 0 25,000 NIA 0 NIA NIA 101,593
2 0 15,400 0 474,200 0 0 NIA 0 NIA NIA 489,600
3 14,592 344,505 0 500,500 0 0 NIA 0 NIA NIA 859,597
4a 198,500 100,521 0 173,000 0 0 NIA 0 NIA NIA 472,021
4b 198,500 144,200 0 172,500 0 0 NIA 0 NIA NIA 515,200
Mill 0 0 0 0 48,600 NIA NIA 0
Subtotal: 411 ,592 655,182 28,629 1,371 ,237 0 73,600 0 0 0 0 2,438,011
TOTAL: 2,439,000
Relative Compaction in Stockpiles: 85%
HAUL RO!!!!; DESCRIPTIONS ,..
Stockpile
Haul Quantity
Route Material Source Material Type Material Destination (cy) Notes
Tailings Surface and
A 1 EB random fill Outslopes of Cells 4A 227,000 227 000 cy (all) from EB
Ta1I1ngs Surface of
B 2 WB random fill Cells 4A and 48 803,900 803,900 CV (89%) from WB
Cell 3 Tailings
E2, E3, E4, ES, Surface and
C 3 E6 , E7 , random fill Outslopes 420,000 All of stockpiles E2-E7
Cell 3 Tailings
Surface and
D 4 W5 random fill Outslopes 213,600 213 600 (22%) from W5
Cell 2 Tailings
Surface and
E 5 W5 randomfiU Out slopes 376,600 376,600 cv (39%) from W5
F 7 W2 random fill Cell 1 101,593 101 ,600 cv /18%1 from W2
G 13 W4 toosoil Cell 1 25.000 25 ,000 cy (29%) of W4
Mill SRe
(Contaminated
H 14 Soils) CeU 1 NIA
I 15 W4 topsoil Mill Site 48.600 48,600 CV (57% l of Stockpile W3
Cell 1
Contaminated
J 16 Material Cell4A N/A
K 17 E-1 topson Mill Area
Grade Calculations
Haul Route Lenglh (ft)
A 465
8 550
C 958
D 752
E 690
F 973
G 221
H 3,099
I 1,695
J 2,880
K 6SOI
Haul Route Length (ft)
A 701
8 826
C 1,564
D 1,983
E 2,560
F 988
G 1.104
H 1,006
I 1,695
J 1,165
HAUL ROUTE DISTANCES AND GRADES (LQ,!IOEO)
Segment 1 Segment 2
lnl!lal EL Final El . Grade(%) Length (ft) Initial EL Final EL
5.806 5,585 -4 .5% 701 5 ,585 5.585
5,616 5,612 -0 ,7% 826 5 ,612 5.61 ·1
5.635 5,622 -1.4% 1.564 5 ,622 5,618
6.622 5,635 1.7% 1.983 5,635 5.638
5.608 5,623 2 .2% 2,660 5.623 5.625
6,625 5,635 1.0% -988 5.635 5,620
6.634 5,620 -6,3% 1,104 5,620 5,625
6,651 5 ,619 -1 ,0% 1,355 5.619 5,601
5 ,640 5,610 -1 .8% 1,695 5,610 5,637
5,620 5,606 -0 ,5% 1.155 5.606 5.604
5 ,6401 5,6411 0 ,2% 6501 5.6411 5,6421
HAUL RQUTE DISTANCES ANO GRADES (EMPTY}
Seamen! 2 Senment 1
lnllialEL Final El. Grade(%) Length (ft) Initial El , Final El,
5,585 5,585 0.0% 465 5,606 5,590
5,612 5,611 --01% 550 5,616 5,612
5,622 5,618 --0.3% 958 5,635 5,622
5,635 5,638 0.2% 752 5,622 5,635
5,623 5,625 0.1% 690 5,608 5,623
5,635 5,620 -1 ,5% 973 5,625 5,635
5,620 5,625 0.5% 221 5,634 5,620
5,622 5,620 -02% 1,007 5,637 5,622
5,610 5,637 1.6% 1,695 5,640 5,610
5,606 5,604 -0.2% 2,880 5,620 5,606
Grade(%)
0.0%
-0.1%
-0.3%
0.2%
0 .1 %
·1 ,5%
0.5%
-1.3%
1,6%
-0 .2%
0 .2%
Grade(%)
-3.4%
-07%
-1.4%
1.7%
2.2%
10%
-6,3%
-1 .5%
-1 ,8%
-05%
Total Distance
1,166
1,376
2,522
2.735
3,250
1,961
1.326
4.454
3,390
4,035
1,300
Scrapper Specifications
Cat627G
Estimated
Load (LCV) Load Factor Payload (BCV)
~ Q9 ~
Assume 1 BCV=
Machine Weight (Empty) =
Payload =
Machine Weight (Loaded) =
Calculate Usable Pull (Traction Limitation)
3,200 lb
114,744 lb
69,120 lb
183,864 lb
Percentage of Weight on Driving Wheels (Loaded) =
Percentage of Weight on Driving Wheels (Empty)=
49%
59%
Usable Pull = Traction Factor• Weight on Driving Wheels
Traction Factor (med. firm earth) =
Usable Pull (Loaded) =
Usable Pull (Empty) =
Altitude Deration Factor@ 5,600 fl amsl =
Rolling Resistance (rutted/flexing dirt roadway w/ little
maintenance and no water) =
0,5 page 27 -2
45,047 lb
33,849 lb
1 page 27-6
5% page 27-1
TRAVEL TIMES
LOADED
Segment 1 I
Haul I Travel Time (min) I Length (ft) Route Length (ft) GR TR(%}
A 465 -4 .5% 0.5% 0 ,171 701
B 550 -1 % 4% 0,285 826
C 958 -1 % 4% 0.458 1,564
D 752 2% 7% 0.426 1,983
E 690 2% 7% 0.407 2,560
6 1,31 0 -1 % 4% 0.624 2,1 80
F 973 1% 6% 0513 986
8 550 3% 8% 0.350 1,810
9 1,070 2% 7% 0,580 1,650
10 680 2% 7% 0,394 1,620
11 1,370 2% 7% 0.716 1,110
12 680 -1 % 4% 0 345 2,1 80
G 221 -6% -1% 0.024 1,104
H 3,099 -1 % 4% 1.438 1,355
I 1,695 -2% 3% 0.785 1.695
J 2,880 0% 5% 1 349 1,155
K I 650 1 0%1 5%[ o,349 I ssol
EMPTY
Segment 2
Haul
Route Length (fl) GR TR(%) Travel Time (min) Length (fl)
A 701 0% 5% 0.37 465
B 826 0% 5% 042 550
C 1,564 0% 5% 0.76 958
D 1.983 0% 5% 095 752
E 2,560 0% 5% 1.21 690
F 986 -2% 3% 0.47 973
G 1,104 0% 5% 0.56 221
H '1,355 0% 5% 066 3,099
I 1,695 2% 7% 085 1.695
J 1,155 0% 5% O 57 2,880
K 650 0% 5% 0.35 650
1 Loaded using one (1) DB push
Segment 2
1rave1 11me
GR TRl¾J (min)
0% 5% 0;369 25
0% 5% 0.423
0% 5% 0.756
0% 5% 0.95'4
0% 5% 1.215
0% 5% 1,042
-2% 3% 0.469
0% 5% 0 .874
0% 5% 0801
0% 5% 0.789
0% 5% 0.556
0% 5% 1.049
0% 5% 0.561
-1% 4% 0.639
2% 7% 0.852
0% 5% 0.572
0°1,I 5%1 0 .349
Segment 1
Total
Travel Time Travel
GR TR(%) (min) Time(mln)
-3% 2% 0.17 1.1
-1% 4% 029 1.4
-1% 4% 0.46 2.4
-1% 4% 0 43 2.8
-1% 4% 041 3.2
1% 6% 0.51 2.0
-6% -1% 002 1.2
-1% 4% 1 44 4.2
-2% 3% 0.79 3:3
0% 5% 1.35 3,8
0% 5% 0.35 1.4
I Tols is the only (MPH) number lhal needs to changed
TOTAL
Maneuver Total
Load Time and Spread Cycle
(min)' Tlmc(mln) Time(min) MPH
1.0 0,6 2.7 25 I
1.0 0,6 3,0
1.0 0,6 4,0
1.0 0,6 4.4
1.0 06 48
1.0 0,6 3 .6
1,0 0,6 28
1.0 0,6 58
1.0 0,6 4.9
1,0 0,6 5.4
1.0 0,6 3,0
With a 6% grade and a rolling resistance of 40
metric ton (80 lb/U.S. ton), find total resistance
Rolling resistance= 40 kg/t + 10 = 4% Effective
(English: 80 lb+ 20 = 4%)
TYPIGAL FIXED TIMES FOR SCRAPERS
(Times may vary depending on job conditions)
Model Loaded By Load Time (Min .) Maneuver
and Spread or Maneuver and Dump (Min.)
6371</PP Self load 1 O min ' M & S O 6
Dozer {D-8) Productivitl£ Determination -100' Push Distance
Work Efficiency, %: 0.83 Assumes 50 minutes/hour
Average Dozing Distance, FT : 100
Ideal Dozer Productivity LCY/HR 825 CAT Handbook
Adjusted Dozer Productivity LCY/HR 685
Wheel Loader {988) Productivitv Determination loading 3 (@. 30 C.Y. Trucks
Work Efficiency, %: 0.83 Assumes 50 minutes/hour
Bucket Capacity (C.Y) 10.0
Load Time, 3 loads/ truck (min) 1.65
Ideal Loader Productivity LCY/HR 1091
Adjusted Loader Productivity LCY/HR 905
Haul Truck (740) Productivitv Determination -31310' haul {Haul Route M}
Work Efficiency, %: 0.83 Assumes 50 minutes/hour
Average Distance, FT: 3,310 Haul Route M
Average Travel Speed 20 Miles per Hour
Truck Capacity (C.Y) 30.00
Load Time (min) 1.65
Haul Time (min) 3.76
Dump Time (min) 1.00
Cycle Time (min) 5.25
Ideal Truck Productivity LCY/HR 343
Adjusted Truck Productivity LCY/HR 285
Hl£draulic Excavator {365} Productivitv Determination loading 3 (@. 30 C.Y . Trucks
Work Efficiency,%: 0.83 Assumes 50 minutes/hour
Bucket Capacity (C.Y) 6.0 Mass Excavation Boom, pg. 18
Time per Pass (min) 0.35 Cat Handbook, V 42 pg. 4-204
Load Time, 5 passes/ truck (min) 1.75
Truck Capacity (CY) 30.0
Ideal Loading Productivity LCY/HR 1029
Adjusted Loading Productivity LCY/HR 854
Hl£draulic Excavator {365) Productivitv Determ ination Digging a Trench
Work Efficiency, %: 0.83 Assumes 50 minutes/hour
Bucket Capacity (C.Y) 6.0 Mass Excavation Boom, pg. 18
Time per Pass (min) 0.35 Cat Handbook, V 42 pg. 4-204
CY per Linear Foot of Trench 1 7 ft wide 4 ft deep
Ideal Excavating Productivity CY/HR 1029
Efficency in uncovering pipe 50%
Linear feet per hour 412
Haul Truck (740} Productivitv Determination -3120' haul (Haul Route E)
Work Efficiency, %: 0.83 Assumes 50 minutes/hour
Average Distance, FT: 3,120 Haul Route E
Average Travel Speed 20 Miles per Hour
Truck Capacity (C.Y) 30.00
Load Time (min) 1.75
Haul Time (min) 3.55
Dump Time (min) 1.00
Cycle Time (min) 6.30
Ideal Truck Productivity LCY/HR 286
Adjusted Truck Productivity LCY/HR 237
Haul Truck (740} Productivit)l Determination -2680' haul (Haul Route C}
Work Efficiency, %: 0.83 Assumes 50 minutes/hour
Average Distance, FT: 2,680 Haul Route C
Average Travel Speed 20 Miles per Hour
Truck Capacity (C.Y) 30.00
Load Time (min) 1.75
Haul Time (min) 3.05
Dump Time (min) 1.00
Cycle Time (min) 5.80
Ideal Truck Productivity LCY/HR 311
Adjusted Truck Productivity LCY/HR 258
Haul Truck (740} Productivitv Determination -21470' haul (Haul Route D}
Work Efficiency,%: 0.83 • Assumes 50 minutes/hour
Average Distance, FT: 2,470 Haul Route D
Average Travel Speed 20 Miles per Hour
Truck Capacity (C.Y) 30.00
Load Time (min) 1.00
Haul Time (min) 2.81
Dump Time (min) 1.00
Cycle Time (min) 4.81
Ideal Truck Productivity LCY/HR 374
Adjusted Truck Productivity LCY/HR 311
Haul Truck (740} Productivity Determination -2,810' haul (Haul Route L}
Work Efficiency, %: 0.83 Assumes 50 minutes/hour
Average Distance, FT: 2,810 Haul Route L
Average Travel Speed 20 Miles per Hour
Truck Capacity (C.Y) 30.00
Load Time (min) 1.65
Haul Time (min) 3.19
Dump Time (min) 1.00
Cycle Time (min) 5.84
Ideal Truck Productivity LCY/HR 308
Adjusted Truck Productivity LCY/HR 256
Haul Truck (740} Productivitv Determination -3960' haul (Haul Route K}
Work Efficiency,%: 0.83 Assumes 50 minutes/hour
Average Distance, FT: 3,960 Haul Route K
Average Travel Speed 20 Miles per Hour
Truck Capacity (C.Y) 30.00
Load Time (min) 1.75
Haul Time (min) 4.50
Dump Time (min) 1.00
Cycle Time (min) 7.25
Ideal Truck Productivity LCY/HR 248
Adjusted Truck Productivity LCY/HR 206
Haul Truck (740} Productivi~ Determination -2010' haul {Haul Route A}
Work Efficiency, %: 0.83 Assumes 50 minutes/hour
Average Distance, FT: 2,010 Haul Route A
Average Travel Speed 20 Miles per Hour
Truck Capacity (C.Y) 30.00
Load Time (min) 1.75
Haul Time (min) 2.28
Dump Time (min) 1.00
Cycle Time (min) 5.03
Ideal Truck Productivity LCY/HR 358
Adjusted Truck Productivity LCY/HR 297
Haul Truck (740} Productivitli! Determination -21570' haul (Haul Route B}
Work Efficiency,%: 0.83 Assumes 50 minutes/hour
Average Distance, FT: 2,570 Haul Route B
Average Travel Speed 20 Miles per Hour
Truck Capacity (C.Y) 30.00
Load Time (min) 1.75
Haul Time (min) 2.92
Dump Time (min) 1.00
Cycle Time (min) 5.67
Ideal Truck Productivity LCY/HR 317
Adjusted Truck Productivity LCY/HR 263
Haul Truck (740) Productivitv Determination -1 1150' haul (Haul Route N)
Work Efficiency, %: 0.83 Assumes 50 minutes/hour
Average Distance, FT: 1,150 Haul Route B
Average Travel Speed 20 Miles per Hour
Truck Capacity (C.Y) 30.00
Load Time (min) 1.75
Haul Time (min) 1.31
Dump Time (min) 1.00
Cycle Time (min) 4.06
Ideal Truck Productivity LCY/HR 444
Adjusted Truck Productivity LCY/HR 368
Haul Truck (770) Productivitv Determination -21030' haul (Haul Route 0)
Work Efficiency, %: 0.83 Assumes 50 minutes/hour
Average Distance, FT: 2,030 Haul Route B
Average Travel Speed 20 Miles per Hour
Truck Capacity (C.Y) 30.00
Load Time (min) 1.65
Haul Time (min) 2.31
Dump Time (min) 1.00
Cycle Time (min) 4.96
Ideal Truck Productivity LCY/HR 363
Adjusted Truck Productivity LCY/HR 301
Mobilization and Management Support
Mobilization and Management Support
Office Facilities
Resource Descri pti on Units Cost/Unit Task Units Task Cost
Install New Powerline LS $18,134 1 $18,134
Utilities for Offices months $1,209 36 $43,522
Temporary Office Trailer months $1,813 33 $59,843
Temporary Office Trailer, mob, demob LS $3,627 1 $3,627
* All Office Facilities costs were estimated in 2012 and escalated by CPI 1.5%, 0.8% and 0.5% in 2013,2014, 2015,
2016, 2017, 2018, 2019, 2020, 2021 and 2022 respectively. Costs were escalated by 5.0% for 2023.
Total Office Facilities
Equipment Mobilization
Resource Description
Butler Machi nery Mobil ization
Other Equipment Mobilization
Drilling Contractor
Revegetation
Cranes
Total Equipment Mobilization
MANAGEMENT/SUPPORT
Resource Description
Ma nager/Engineer
Legal
Radiation Safety Officer
Secretary
Clerk
Environmental Technician (3/4 time,
4.5 years)
Maintenance Foreman
Chemist
Security
Safety Engineer
Misc. Materials & Supplies
Health Physics Costs
Environmental Monitoring Costs,
Laboratory
Total Management/Support
Units
LS
LS
LS
LS
LS
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
years
Total Mobilization and Management Support
Costs were escalated by 3.50% for 2024
Cost/Unit Task Units
I 1
$11,500 1 1
$8,798 1
$13,513 1
$13,420 2
Cost/Unit Task Units
$67.42 6,240
$650.00 100
$52.67 6,240
$21.30 6,240
$17.53 4,866
$29.66 7,300
$38.65 6,240
$31.01 2,080
$11.42 18,720
$29.66 4,160
$36.45 6,240
$64.81 2,080
$71,620.00 7.0
8/22/2024 WMM Rec Plan Est Rev 5.1 B -09 July 2024 Rev 01
$125,126
Task Cost
$0
$11,500
$8,798
$13,513
$26,840
$60,650
Task Cost
$420,677
$65,000
$328,689
$132,934
$85,292
$216,541
$241,188
$64,504
$213,704
$123,399
$227,448
$134,800
$501,340
$2,755,515
$2,941,291