DRC-2023-001934 - 0901a0688119e82f

a d
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�,-;NERGYFUELS
February 27, 2023
VIA OVERNIGHT DELIVERY
Mr. Doug Hansen
Director, Divjsion 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. ("EFR1")
State of Utah Radioactive Material License No. UT1900479
White Mesa Mill, Blanding, Utah
License Condition Number 9.5 -Surety Update
Dear Mr. Hansen:
Energy Fuels Resources (USA) Inc.
225 Union Blvd. Suite 600
Lakewood, CO, US, 80228
303 974 2140
www.en rl.!\ fuel .com
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 ofthe revised reclamation and decommissioning cost estimate in support of the surety bond on the White
Mesa Mill.
The attached reclamation estimate is based on Revision 5 .1 B of the Reclamation Plan, submitted to the
Division of Waste Management and Radiation Control ("DWMRC") in in February 2018. The revised
reclamation estimate and surety amount is $23,80 3393, which is an increase of 1,929,847 from the current
surety amount of $21,873,546. The increase is primarily due to increases in fuel, labor, and rental
equipment costs. This update is designated Revision 5. IB-07 and should replace 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.
cf<�}{r� Kathy W einel
Director, Regulatory Compliance
cc: Mark Chalmers
Dave Frydenlund
Julia Hoffineier Logan Shumway
Harold Roberts
Scott Bakken
Steve Hancock
Tom Brock
John Uhrie
DRC-2023-001934
~✓nr
~-,-, ~NERGYFUELS
February 27, 2023
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
White Mesa Mill, Blanding, Utah
License Condition Number 9.5 -Surety Update
Dear Mr. Hansen:
Energy Fuels Resources (USA) Inc.
225 Union Blvd. Suite 600
Lakewood, CO, US, 80228
303 974 2140
www .en erg fue ls.com
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 reclamation estimate is based on Revision 5. l B of the Reclamation Plan, submitted to the
Division of Waste Management and Radiation Control ("DWMRC") in in February 2018. The revised
reclamation estimate and surety amount is $23,803393, which is an increase of 1,929,847 from the current
surety amount of $21,873,546. The increase is primarily due to increases in fuel, labor, and rental
equipment costs. This update is designated Revision 5.1B-07 and should replace 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.
~~»~
Kathy Weinel
Director, Regulatory Compliance
cc : Mark Chalmers
Dave Frydenlund
Julia Hoffmeier
Logan Shumway
Harold Roberts
Scott Bakken
Steve Hancock
Tom Brock
John Uhrie
. e,ENERGY FUELS
Attachment C
Energy Fuels Resources (USA) Inc.
225 Union Blvd. Suite 600
Lakewood, CO, US, 80228
303 974 2140
www .ener!.! ru ls.com
White Mesa Mill Reclamation Plan
Revision 5.1B -07
Revised Cost Estimates
For
Reclamation
ofthe
White Mesa Mill and Tailings
Management System
March 2023
State of Utahlle.(2) Byproduct Material License # UT1900479
Cost Summary
White Mesa Mill Reclamation Cost Estimate
Revision 5.1 B -07
March 2023
Mobilization
Office Facilities
Mill D_ecommissioning
Cell 1
Cell 2
Cell 3
Cell4A
Cell 4B
Management / 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
10.00%
25.00%
2.00%
4.00%
2 .25%
2/24/2023 -9:58 AM -WMM Rec Plan Est Rev 5.1 B -07 March Rev 01 2023
$688,752
$120,895
$3,025,805
$1,242,184
$1,027,705
$1,642,421
$1,531,694
$1,332,536
$2,700,583
$2,263,837
$15,576,413
$1,557,641
$3,894,103
$311,528
$623,057
$350,469
$96,580
$297,600
$1,096,001
$23,803,393
$23,803,393
Energy Fuels Resources (USA) Inc.
White Mesa Mill
Mill Decommissioning
MILL DECOMMISSIONING
Mill Building Demolition
Resource Description
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 374F Excavator
Cat 374F Excavator Operator
Cat 320 Trackhoe w/metat Shears
Cat 320 Trackhoe Operator
70 Ton Crane
70 Ton Crane Operator
40 Ton Crane
40 Ton Crane Operator
Equipment Maintenance (Butler)
Concrete Removal
Total Mill Building Demolition
Ore Feed Demolition
Resource Description
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 374F Excavator
Cat 374F Excavator Operator
Cat 320 Trackhoe w/metal Shears
Cat 320 Trackhoe Operator
40 Ton Crane
40 Ton Crane Operator
Equipment Maintenance (Butter)
Total Ore Feed Demolition
SX Building Demolition
Resource Description
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 374F Excavator
Cat 374F Excavator Operator
Cat 320 Trackhoe w/metal Shears
Cat 320 Trackhoe Operator
70 Ton Crane
70 Ton Crane Operator
40 Ton Crane
40 Ton Crane Operator
Equipment Maintenance (Butler)
Asbestos Removal
Concrete Removal
Total SX Building Demolition
CCD Circuit Removal
Resource Description
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
2/24/2023WMM Rec Plan Est Rev 5.1 B -07 March Rev 01 2023
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
sf
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
st
sf
hrs
hrs
hrs
hrs
hrs
hrs
hrs
MILL DECOMMISSIONING
Units Cost/Unit Task Units
$18.57 640
$20.08 320
$1.70 960
$153.80 640
$24.93 640
$210.67 160
$30.46 160
$205.78 160
$33.71 160
$151.80 160
$33.71 160
$125.01 160
$36.35 160
$83.02 80
$36.35 80
$29.67 1,360
$3.30 37 ,500
Units Cost/Unit Task Units
$18.57 64
$20.08 32
$1.70 96
$153.80 64
$24.93 64
$210.67 16
$30.46 16
S205 .78 16
$33.71 16
$151 .80 16
$33.71 16
$83.02 0
S36.35 0
$29.67 112
Units Cost/Unit Task Units
$18.57 320
$20.08 160
$1.70 480
$153.80 320
S24.93 320
S210.67 80
$30.46 80
$205.78 80
$33.71 80
$151.80 80
$33.71 80
$125.01 0
$36.35 0
$83.02 0
$36.35 0
$29.67 560
$3.30 55,970
Units Cost/Unit Task Units
$18.57 120
$20.08 60
S1.70 180
$153.80 120
$24.93 120
$210.67 30
$30.46 30
Task Cost
$11,885
$6,426
$1,632
$98,432
$15,956
$33,707
$4,874
$32,925
$5,394
$24,288
$5,394
$20,001
$5,815
$6,642
$2,908
$40,349
$123,750
$440,378
Task Cost
$1,189
$643
$163
$9,843
$1,596
$3,371
$487
$3,293
$539
$2,429
$539
$0
$0
$3,323
$27,414
Task Cost
$5,943
$3,213
$816
$49,216
$7,978
$16,853
$2,437
$16,463
$2,697
$12,144
$2,697
$0
$0
$0
$0
$16,614
$100
$184,701
$321,872
Task Cost
$2,228
$1,205
$306
$18,456
$2 ,992
$6,320
$914
Hr/ Day
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
Hr/ Day
8
8
8
8
8
8
8
8
8
8
8
0
0
Hr/ Day
8
8
8
8
8
8
8
8
8
8
8
0
0
0
0
Hr/ Day
8
8
8
8
8
6
6
Days Crew No.
20 4
20 2
20
20 4
20 4
20
20
20
20
20
20
20
20 1
20 0.5
20 0 .5
Days Crew No.
2 4
2 2
2
2 4
2 4
2 1
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
5
5
Energy Fuels Resou rc es (USA) Inc.
White Mesa Mill
Cat 374F Excavator
Cat 374F Excavator Operator
Cat 320 Trackhoe w/metal Shears
Cat 320 Trackhoe Operator
70 Ton Crane
70 Ton Crane Operator
40 Ton Crane
40 Ton Crane Operator
Equipment Maintenance (Butler)
Concrete Removal
Total CCD Circuit Removal
Sample Plant Removal
Resource Description
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 365 Excavator
Cat 365 Excavator Operator
Cat 320 Trackhoe w/metal Shears
Cat 320 Trackhoe Operator
40 Ton Crane
40 Ton Crane Operator
Equipment Maintenance (Butler)
Concrete Removal
Total Sample Plant Removal
Temporary Storage Building Removal
Resource Description
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Equipment Maintenance (Butler)
Concrete Removal
Total Temporary Storage Building Removal
Truck Shop Removal
Resource Description
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 374F Excavator
Cat 374F Excavator Operator
Cat 320 Trackhoe w/metal Shears
Cat 320 Trackhoe Operator
40 Ton Crane
40 Ton Crane Operator
Equipment Maintenance (Butler)
Concrete Removal
Total Truck Shop Removal
Boiler Demolition
Resource Description
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 374F Excavator
2/24/2023WMM Rec Plan Est Rev 5 .1 B. 07 March Rev 01 2023
MILL DECOMMISSIONING
hrs $205.78 30
hrs $33.71 30
hrs $151.80 30
hrs $33.71 30
hrs $125.01 30
hrs $36.35 30
hrs $83.02 15
hrs $36.35 15
hrs $29.67 255
sf $3.30 15,000
Units Cost/Unit Task Units
hrs S1 8.57 32
hrs $20.08 16
hrs $1.70 48
hrs $153.80 32
hrs $24.93 32
hrs $210.67 8
hrs $30.46 8
hrs $205.78 8
hrs $33.71 8
hrs $151.80 8
hrs $33.71 8
hrs $83.02 0
hrs $36.35 0
hrs $29 .67 56
sf $3.30 4 ,200
Units Cost/Unit Task Units
hrs $20.08 8
hrs $1.70 8
hrs $153.80 2
hrs $24.93 2
hrs $210.67 2
hrs $30.46 2
hrs $29.67 4
sf $1.25 600
Units Cost/Unit Task Units
hrs $18.57 32
hrs $20.08 16
hrs $1 .70 48
hrs $153.80 24
hrs $24.93 24
hrs $210.67 8
hrs $30.46 8
hrs $205.78 8
hrs $33.71 8
hrs $151.80 8
hrs $33.71 8
hrs $83.02 0
hrs $36.35 0
hrs $29.67 48
sf $3.30 4 ,200
Units Cost/Unit Task Units
hrs $18.57 160
hrs $20.08 80
hrs $1.70 240
hrs $153 .80 160
hrs $24.93 160
hrs $210.67 40
hrs $30.46 40
hrs $205.78 40
$6,173
$1,011
S4 ,554
$1.Q11
$3,750
$1,090
$1,245
$545
$7,566
$49,500
$108,868
Task Cost
$594
$321
$82
$4,922
$798
$1 ,685
$244
$1,646
$270
$1 ,214
$270
$0
$0
S1 ,661
S13,860
$27,567
Task Cost
$161
$14
$308
$50
$421
$61
$119
$750
$1,883
Task Cost
$594
$321
$82
$3,691
$598
$1,685
$244
$1,646
$270
$1,214
$270
$0
$0
$1.424
$13,860
$25,900
Task Cost
$2,971
$1,606
$408
$24,608
S3,989
$8.427
$1 ,218
$8,231
Hr/ Day
Hr/ Day
Hr/ Day
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
Hr/ Day
8
8
8
8
B
8
8
8
Days
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
5 4
5 1
5 1
5 1
Energy Fuels Resources (USA) In c.
White Mesa Mill
Cat 374F Excavator Operator
Cat 320 Trackhoe w/metal Shears
Cat 320 Trackhoe Operator
70 Ton Crane
70 Ton Crane Operator
40 Ton Crane
40 Ton Crane Operator
Equipment Maintenance (Butler)
Concrete Removal
Total Bo iler Demolition
Vanadium Oxidation Circuit Removal
Resource Description
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 374F Excavator
Cat 374F Excavator Operator
Cat 320 Trackhoe w/metal Shears
Cat 320 Trackhoe Operator
70 Ton Crane
70 Ton Crane Operator
40 Ton Crane
40 Ton Crane Operator
Equipment Maintenance (Butler)
Concrete Removal
Total Vanadium Oxidation Circuit Removal
Main Shop/Warehouse Demolition
Resource Description
Mech anics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 365 Excavator
Cat 365 Excavator Operator
Cat 320 Trackhoe w/metal Shears
Cat 320 Trackhoe Operator
Equipment Maintenance (Butler)
Asbestos Removal
Concrete Removal
Total Mai n Shop/Warehouse Demolition
Decon Pads (2) Demolition
Resource Desc ription
Mechan ic s
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 374F Excavator
Cat 374F Excavator Operator
Cat 320 Trackhoe w/metal Shears
Cat 320 Trackhoe Operator
Equipment Maintenance (Butler)
Concrete Removal
Total Decon Pads (2) Demolition
Office Building Demolition
2/24/2023WMM Re c Plan Est Rev 5.1 B • 07 March Rev 01 2023
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
hrs
sf
Units
hrs
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
hrs
sf
MILL DECOMMISSIONING
$33.71 40
$151.80 40
$33.71 40
$125.01 0
$36.35 0
$83 .02 0
$36 .35 0
$29 .67 280
$3.30 2,900
Cost/Unit Task Units
$18.57 64
$20.08 32
$1.70 96
$153.80 64
$24.93 64
$210.67 16
$30.4 6 16
$205.78 16
$33.71 16
$151 .80 16
$33.7 1 16
$125.01 0
$36 .35 0
$83.02 0
$3 6.35 0
$29 .67 112
$3.30 1,200
Cost/Unit Task Units
$18.57 128
$20 .08 64
$1.70 192
$153.80 128
$24.93 128
$210.67 32
$30.46 32
$205 .78 32
$33 .71 32
$151.80 32
$33.71 32
$29 .67 224
$3 .30 19,300
Cost/Unit Task Units
$18 .57 64
$20 .08 32
$1.70 96
$153 .80 64
$24 .93 64
$210 .67 16
$30.46 16
$205.78 16
$33.71 16
$151.80 16
$33.71 16
$29 .67 112
$3 .30 1,350
$1,348
$6 ,072
$1.348
so
$0
so
$0
$8,307
$9,570
$78,105
Task Cost Hr/ Day
$1,189
$643
$163
$9,843
$1 ,596
$3,371
$487
$3 ,293
$539
$2,429
$539
$0
$0
$0
$0
$3,323
$3,960
$31,374
Task Cost Hr/ Day
$2,377
$1 ,285
$326
$19 ,686
$3 ,191
$6,741
$975
$6 ,585
$1,079
$4,858
$1,079
$6 ,646
$8,601
$63,690
$127,119
Task Cost Hr/ Day
$1 .189
$643
$163
$9,843
$1,596
$3,371
$487
$3 ,293
$539
$2,429
$539
$3,323
$4,455
$31,869
8
8
8
0
0
0
0
8
8
8
8
8
8
8
8
8
8
8
0
0
0
0
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
Days
Days
Days
5
5
5
5
5
5
5
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
4
4
4
4
4
4
4
4
4
4
4
2
2
2
2
2
2
2
2
2
2
2
Crew No .
4
2
4
4
1
1
1
1
1
1
1
1
1
1
Crew No.
4
2
4
4
1
1
1
1
1
1
Crew No.
4
2
4
4
1
1
1
1
1
1
En ergy Fuels Resources (USA) In c.
W hite Mesa Mill
MILL DECOMMISSIONING
Resource Descrip tio n
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 374F Excavator
Cat 374F Excavator Operator
Cat 320 Trackhoe w/metal Shears
Cat 320 Trackhoe Operator
Equipment Maintenance (Butler)
Asbestos Removal
Concrete Removal
Total Office Building Demolition
Septic Tanks and Drain Fields
Resource De scription
Mechanics
Laborers
Small Tools
1
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 374F Excavator
Cat 374F Excavator Operator
Cat 320 Trackhoe w/metal Shears
Cat 320 Trackhoe Operator
Equipment Maintenance (Butler)
Total Septic Tanks and Drain Fields
Misc. Tankage & Spare Parts Removal
Resource Descri ption
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat 374F Excavator
Cat 374F Excavator Operator
Cat 320 Trackhoe w/metal Shears
Cat 320 Trackhoe Operator
Equipment Maintenance (Butler)
Total Misc. Tankage & Spare Parts Removal
Units
hrs
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
hrs
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
Alternate Feed Circuit and Reagent Storage Building
Resource Descripti on Units
Mechanics hrs
Laborers hrs
Small Tools hrs
Cat 770 Haul Truck hrs
Truck Drivers hrs
Cat 988 Loader hrs
Cat 988 Loader Operator hrs
Cat 374F Excavator hrs
Cat 374F Excavator Operator hrs
Cat 320 Trackhoe w/metal Shears hrs
Cat 320 Trackhoe Operator hrs
Equipment Maintenance (Butler) hrs
Concrete Removal sf
Total Alternate Feed Circuit and Reagent Storage Building
Mill Yard Decontamination
Resource Description
2/24/2023WMM Rec Pla n Est Rev 5.1 B • 07 March Rev 0 1 2023
Units
Cost/Unit Task Units
$18 .57 96
$20.08 48
$1.70 144
$153 .80 96
$24 .93 96
$21 0 .67 24
$30.46 24
$205.78 24
$33 .71 24
$1 51.80 24
$33 .71 24
$29.67 168
$1.25 12,100
Cost/Unit Task Units
$18 .57 0
$20 .08 16
$1 .70 16
$1 53 .80 16
$24 .93 16
$210 .67 8
$30.46 8
$205 .78 8
$33 .71 8
$151 .80 0
$33 .71 0
$29 .67 32
Cost/Unit Task Units
S18 .57 48
$20 .08 24
$1 .70 72
$153.80 48
$24 .93 48
$21 0.67 12
$30.46 12
$205.78 12
$33.71 12
S151.80 12
$33 .71 12
$29 .67 84
Cost/Unit Task Units
$18 .57 48
$20 .08 48
$1 .70 96
$153.80 48
$24 .93 48
$210 .67 36
$30.46 36
$205.78 36
$33.71 36
$151.80 48
$33.71 48
$29.67 168
$2 .15 25,500
Cost/Unit Task Units
Task Cost Hr/ Day Days Crew No .
$1 ,783 8 3 4
$964 8 3 2
$245 8 3
$14,765 8 3 4
$2 ,393 8 3 4
$5,056 8 3 1
$731 8 3 1
$4,939 8 3 1
$809 8 3 1
$3,643 8 3 1
$809 8 3 1
$4 ,984
$35,650
$15 ,125
$91,896
Task Cost Hr/ Day Days Crew No .
$0 8 1 0
$321 8 1 2
$27 8 1
$2,461 8 1 2
$399 8 1 2
$1,685 8 1 1
$244 8 1 1
$1 ,646 8 1 1
S270 8 1 1
$0 8 1 0
$0 8 1 0
$949
$8,003
Task Cost Hr/ Day Days Crew No .
$891 6 4 2
$482 6 4 1
$122 8 4
$7 ,382 6 4 2
$1 ,197 6 4 2
$2,528 3 4 1
$366 3 4 1
$2,469 3 4 1
$405 3 4 1
$1,822 3 4 1
$405 3 4 1
$2,492
$20,561
Task Cost Hr/ Day Days Crew No .
$891 8 3 2
$964 8 3 2
$163 8 3
$7,382 8 3 2
$1 ,197 8 3 2
$7 ,584 6 3 2
$1 ,097 6 3 2
$7,408 6 3 2
$1 ,214 6 3 2
$7 ,286 8 3 2
$1 ,618 8 3 2
$4 ,984
$54,825
$96,614
Task Cost
Energy Fuels Resources (U SA) Inc.
While Mesa Mill
Cat 637 Scraper
Cat 637 Scraper Operator
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
Cat 07 Dozer
Cat D7 Dozer Operator
6500 gal Water Truck
6500 gal Water Truck Operator
Cat 14H Motorgrader
Cat 14H Motorgrader Operator
Equipment Maintenance {Butler)
Total Mill Yard Decontamination
Ore Storage Pad Decontamination
Resource Description
Cat 637 Scraper
Cat 637 Scraper Operator
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
Cat 07 Dozer
Cat 07 Dozer Operator
6500 gal Water Truck
6500 gal Water Truck Operator
Cat 14H Motorgrader
Cat 14H Motorgrader Operator
Equipment Maintenance {Butler)
Total Ore Storage Pad Decontamination
Equipment Storage Area Cleanup
Resource Description
Cat 637 Scraper
Cat 637 Scraper Operator
Cat 08N Dozer With Ripper
Cat D8N Dozer Operator
Cat D7 Dozer
Cat 07 Dozer Operator
6500 gal Water Truck
6500 gal Water Truck Operator
Cat 14H Motorgrader
Cat 14H Motorgrader Operator
Equipment Maintenance (Butler)
Total Equipment Storage Area Cleanup
Revegetate Mill Yard & Ore Pad
Resource Description
Cat 637 Scraper
Cat 637 Scraper Operator
Cat 08N Dozer With Ripper
Cat 08N Dozer Operator
Cat 07 Dozer
Cat 07 Dozer Operator
Cat 14H Motorgrader
Cat 14H Motorgrader Operator
Seed Mix
Seed Application '
Equipment Maintenance {Butler)
Total Revegetate Mill Yard & Ore Pad
Total Demolition and Decontamination
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
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
Acre
Acre
hrs
CLEANUP OF WINDBLOWN CONTAMINATION
Scoping Survey
Resource Description
Soil Samples
Survey Crew
Sample Crew
2/24/2023WMM Rec Plan Est Rev 5.18 -07 March Rev 01 2023
each
hrs
hrs
MILL DECOMMISSIONING
$287 .42 293 $84,110
$33.71 293 $9 ,866
$152.57 73 $11,162
$30 .46 73 $2,229
$134.29 73 $9 ,825
$30.46 73 $2,229
$140 .03 73 $10,244
$27.24 73 $1,993
$111 .63 73 $8 ,167
$33 .7 1 73 $2 ,466
$29.67 585 $17,364
$159,654
Units Cost/Unit Task Units Task Cost
$287.42 174 $49.990
S33 .71 174 $5,864
$152 .57 43 $6,634
$30.46 43 $1,325
$134 .29 43 $5 ,839
$30.46 43 $1,325
$140.03 43 $6,089
$27 .24 43 $1,185
$111 .63 43 $4.854
$33 .71 43 $1,466
$29 .67 348 $10,320
$94,890
Units Cost/Unit Task Units Task Cost
$287.42 68 $19,545
$33 .71 68 $2,292
$152 .57 17 $2,594
$30.46 17 $518
$134.29 17 $2,283
$30.46 17 $518
$140.03 17 $2,380
$27.24 17 $463
$111 .63 17 $1,898
$33 .71 17 $573
$29.67 136 $4,035
$37,099
Units Cost/Unit Task Units Task Cost
$287.42 81 $23,204
$33 .71 81 $2,722
$152 .57 20 $3 ,079
$30.46 20 $615
$134 .29 20 $2,710
$30.46 20 $615
$111 .63 20 $2.253
$33.71 20 $680
included below 50
$3,210 .25 50 $160,512
$29.67 141 $4,192
$200,582
$1,931,647j
Units Cost/Unit Task Units Task Cost
$50 .00 100 $5,000
$17 .87 752 $13,441
$17.87 1,312 $23,449
Energy Fuels Resources (USA) Inc.
White Mesa Mill
Total Scoping Survey
Characterization Survey
Resource Description
Soil Samples
Sample Crew
Total Characterization Survey
Final Status Survey
Resource Description
Soll Samples
Sample Crew
Total Final Status Survey
Windblown Cleanup
Resource Description
Cat 637 Scraper
Cat 637 Scraper Operator
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
Cat D7 Dozer
Cat 07 Dozer Operator
Cat 14H Motorgrader
Cat 14H Motorgrader Operator
Soil Samples
Survey Crew
Sample Crew
Equipment Maintenance (Butler)
Total Windblown Cleanup
Quality Control
Resource Descri ption
Quality Cont.rel Contractor
Total Quality Control
Total Cleanup Windblown Contamination
Conventional Ore Disposal
Resource Descri ption
Cat 770 Haul T ruck (3)
Truck Drivers (3)
Cat 988 Loader
Cat 988 Loader Operator
6500 gal Water Truck
6500 gal Water Truck Operator
Cat 14H Motorgrader
Cat 14H Motorgrader Operator
Equipment Maintenance (Butler)
Total Conventional Ore Disposal
Total Quantity
each
hrs
each
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
each
hrs
hrs
hrs
I hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
MILL DECOMMISSIONING
Units Cost/Unit Task Units
$50.00 472
$17.87 1,136
Units Cost/Unit Task Units
$50.00 300
$17.87 3,552
Units Cost/Unit Task Units
$287.42 680
$33 .71 680
$152.57 170
$30.46 170
$134.29 170
$30.46 170
$111.63 170
$33 .71 170
SS0 .00 500
$17.87 163
$17.87 83
$29 .67 1,190
Units Cost/Unit Task Units
$63 .00! 2 ,080!
Units Cost/Unit Task Units
$153.80 248
$24.93 248
$210.67 83
$30.46 83
$140 .03 83
$27.24 83
$140.03 83
$27.24 83
$29.67 495
48,527 Cubic Yards*
196 Cubic Yards per Truck per hour
248 Truck Hours
$41,890
Task Cost
$23 ,600
$20 ,304
$43,904
Task Cost
S15 ,000
$63,485
$78,485
Task Cost
$195.446
$22,924
$25,937
$5,178
$22 ,829
$5,1 78
s1a,9n
$5,731
$25,000
$2,913
S1 ,483
$35,306
$366,905
Task Cost
S131 ,040!
$131,040
$662 ,223!
Task Cost
$38,079
$6,173
$17,386
$2 ,514
$11,556
$2,248
$11 ,556
$2,248
$14,691
$106 ,453!
65,512 tons as of 01/20/23
• Loose (in-truck) material unit weight assumed as 100 lb/cubic foot
Claricone Contaminated Soil Disposal
Resource Descript ion Units Cost/Unit Task Units Task Cost
Cal 770 Haul Truck (3) hrs $153.80 20 $3,139
Truck Drivers (3) hrs $24.93 20 $509
Cat 988 Loader hrs $210.67 7 $1,433
Cal 988 Loader Operator hrs $30.46 7 $207
6500 gal Water Truck hrs $140.03 7 $953
6500 gal Water Truck Operator hrs $27.24 7 $185
Cat 14H Motorgrader hrs $111.63 15 $1,674
Cat 14H Motorgrader Operator hrs $33.71 15 $506
2/24/2023WMM Rec Plan Est Rev 5.1 B -07 March Rev 01 2023
Energy Fuels Resources (USA) Inc.
White Mesa Mill
Equipment Maintenance (Butler) !hrs
MILL DECOMMISSIONING
S29 .67j $1 ,454!
Total Claricone Contaminated Soil Disposal S10,060!
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 Soll Disposal
Resource Description Units Cost/Unit Task Units
Cat 770 Haul Truck (3) hrs $153.80 335
Truck Drivers (3) hrs $24.93 335
Cat 988 Loader hrs $210.67 112
Cat 988 Loader Operator hrs $30.46 112
Cat D8N Dozer With Ripper hrs $152.57 251
Cat D8N Dozer Operator hrs $30.46 251
6500 gal Water Truck hrs $140.03 112
6500 gal Water Truck Operator hrs $27.24 112
Cat 14H Motorgrader hrs $111.63 112
Cat 14H Motorgrader Operator hrs $33.71 112
Equipment Maintenance (Butler) hrs $29.67 921
Concrete Removal sf $2.15 27,500
Total Nitrate Contaminated Soil Disposal
Total Quantity 95,352 Cubic Yards'
285 Cubic Yards per Truck per hour
335 Truck Hours
*Use 2 times estimated volume
Hlldroch loric Acid Storage Tanks and Containment
Resource Description Units
Laborers hrs
Small Tools hrs
Cat 770 Haul Truck hrs
Truck Drivers hrs
Cat 988 Loader hrs
Cat 988 Loader Operator hrs
Cat 320 Trackhoe w/metal Shears hrs
Cat 320 Trackhoe Operator hrs
Equipment Maintenance (Butler) hrs
Concrete Removal sf
Total Hydrochloric Acid Storage Tanks and Containment
RA-226 Pilot Plant and Containment
Resource Description Units
Laborers hrs
Small Tools hrs
Cat 770 Haul Truck hrs
Truck Drivers hrs
Cat 988 Loader hrs
Cat 988 Loader Operator hrs
Cat 320 Trackhoe w/metal Shears hrs
Cat 320 Trackhoe Operator hrs
Equipment Maintenance (Butler) hrs
Concrete Removal sf
Total RA-226 Pilot Plant and Containment
Bulk Alternate Feed Material
Resource Description
2/24/2023WMM Rec Plan Est Rev 5 .1 B -07 March Rev 01 2023
Units
Cost/Unit
$ 18.39
$ 1.70
$ 153.80
$ 24.93
$ 210.67
$ 30 .46
$ 151.80
$ 33.71
$ 29.67
$ 2.15
Cost/Unit
$ 18.39
$ 1.70
$ 153.80
$ 24.93
$ 210.67
$ 30.46
$ 151.80
$ 33.71
$ 29.67
$ 2.15
Cost/Unit
Task Units
8 .0
8.0
4.0
4.0
4.0
4.0
4.0
4.0
12.0
2,500
Task Units
16.0
16.0
8.0
8.0
6.0
6.0
4.0
4.0
18.0
4,200
Task Units
Task Cost
$51,534
$8 ,354
$23,530
$3,402
$38,279
$7 ,643
$15,640
$3,043
$12,468
$3,765
$27,326
$59,125
$254,108!
Task Cost
$ 147.11
$ 13.60
$ 615.20
$ 99.72
$ 842.67
$ 121 .85
$ 607 .20
$ 134.85
$ 356.02
$ 5,375 .00
$ 8,313.23
Task Cost
$ 294.23
$ 27.20
$ 1,230.40
$ 199.45
$ 1,264.00
$ 182.77
$ 607 .20
$ 134.85
$ 534.04
$ 9,030.00
$ 13,504.13
Task Cost
Hr/ Day Days Crew No.
8
8
4
4
4
4 1
4
4
Hr/ Day Days Crew No.
8 3
8 3
4 2
4 2
4 2
4 2
4 2
4 2
Energy Fuels Resources (USA) Inc.
White Mesa Mill
Cat 770 Haul Truck (3)
Truck Drivers (3)
Cat 988 Loader
Cat 988 Loader Operator
Cat 651 Waterwagon
Cat 651 Waterwagon Operator
Cat 14H Motorgrader
Ca t 14H Motorgrader Operator
Equipment Maintenance (Butler)
Bulk Alternate Feed Material
Alternate Feed Barrels
Total Quantity
Resource Description
Equipment Operators
Flat Bed Trailer and Tractor•
Fork Lift (2)
Equ ipment Maintenance (Butler)
Total Alternate Feed Barrels
• includes operator
Sub-Total Alternate Feed Disposal
TOTAL MILL DECOMMISSIONING
MILL DECOMMISSIONING
hrs $153.80 64 $9 ,882
hrs $24.93 64 $1,602
hrs $210 .67 21 $4 ,512
hrs $30.46 21 $652
hrs $140 .03 21 $2,999
hrs $27 .24 21 $583
hrs $111 .63 6 $670
hrs $33 .71 6 $202
hrs $29 .67 113 $3,355
$24,458
12 ,593 Cubic Yards• (Projection to March 2023)
196 Cubic Yards per Truck per hour
64 Tru ck Hours
• Includes FMRI, GAM and Dawn Mining
hrs
hrs
hrs
hrs
Units Cost/Unit
$24 .93
$57 .00
$18 .00
$29 .67
10,189 Barrels
Totes
40 Barrels per load
20 Totes Per Load
0.4 Hours per load
102 Truck Hours
Task Units Task Cost
102 $2 ,540
102 $5,807
204 $3 ,668
102 $3 ,023
$15,038
(Projection to March 2024)
S39 ,496!
$3,025,BOSj
WMM ALTERNATE FEED Ending Inventory, tons & barrels
Projection to March 2024
Est. Projected
Processing Inventory thru
2022 Ending 2023 Projected through February 2024
Balance (tons) Receipts (Tons) Februarv 2023 (tons)
Global Advanced Metals 4,056 --4,056
FMRI 8 ,404 -8,404
CaF2 -
Calcined 1,106 250 1,058 1,000
KF 1,149 350 971 1,000
Regen 72 250 -300
UF4 2 -2
Dawn 4,041 500 4.541
Resin 7 -101
Chemours 105 652
Silmet 678 678
Current#
lbs . per of Barrels
Barrel on site
NA
NA
NA
600 3,333
600 3,333
500 1,200
650 NA
NA
450 449
NA
1,873
!Totals 1a,941 I 2,028 ! 2 ,029 ! 20 ,134 I 2 ,000 I 10.109 I
2/24/2023WMM Rec Plan Est Rev 5,1 B • 07 March Rev 01 2023
En ergy Fu els Reso urces (USA) In c,
While 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 =
I Haul route H
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
976,780 sq. feet
22.4 acres
976,780 X 1.5] / 27
54,300 / 312 cubic yards per hour =
I Haul route H
3) Demolition Equipment
--Cat 320 (or equivalent) with LaBounty Sheers (hydraulic)
--Cat 365 Trackhoe with Grapples
--Cat 770 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,
20 Days
2 Days
10 Days
Reviewed 2/8/23
/k
91,303 cubic yards
(use 91,300)
machine hours
54,266 cubic yards
(use 54,300)
machine hours
Claricone
--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 Containmenl
5 Days
1 Day
1 Day
1 Day
5 Days
2 Days
4 Days
3 Days
1 Days
4 Days
2 Days
3 Days
1 Day
3 Day
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,
Clari cone 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
--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
$ 63,690
$ 15,125
$ 13,860
$ 3,960
$ 9,570
$ 4,455
$ 13,860
$ 9,570
$ 3,960
$ 750
$ 54,825
$ 59,125
$ 5,375
$ 9,030
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, 02/03/2021
50 acres
Use 48,600 Cubic Yards
81 Scraper hours
$ 2,818.44 per acre
$ 140,922
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 = I 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 $ 35,650
Ma int/Warehouse $ 8,601
SX Building $ 100
Harold R. Roberts, P.E.
From: Garrin Palmer
Sent:
To:
Friday, January 20, 2023 2:43 PM
Harold R. Roberts, P.E.
Cc: Logan Shumway
Subject: RE : Re : Annual Tailings Capacity Evaluation
Harold,
See below with the volumes you requested for the tailing's capacity evaluation . These numbers are my best estimate .
The answers for questions 1-5 should be very close. Questions 6 and 7 are rough estimates.
Let me know if you have any other questions on this. Thanks
, ~f' Energy Fuels Resources (USA) Inc .
Garrin Palmer
Radiation Safety Officer
t:435-6 78-4114 I c :435-459-9463 If:
GPalmer@enetg~ls.com
6425 S. Highway 191
Blanding, UT 84511
http://www.energyfuels .com
This e-mail is intended for the exclusive use of 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: Tuesday, January 17, 2023 1:43 PM
To: Garrin Palmer <[e-mail]>
Cc: Logan Shumway <[e-mail]>
Subject: Re: Annual Tailings Capacity Evaluation
Garrin:
I am updating the annual Tailings Capacity Evaluation and I need the following information:
1) Volume of 11e2 wasted disposed of in Cell 3: 143 .57 Tons/ 477 .05 Cubic Yards received in 2022.
2) Volume (weight) of conventional ore stored on site: 70,533.66 Wet Tons or 65 ,511.84 in Dry Tons.
3) Volume of alternate feed stored on site: Wet tons 20,813 .60 / Dry Tons 18,292.20
4) Expected volume of ore and alternate fed to be received in 2023: 2800 Tons
5) Estimated volume of ore and alternate feed to be processed in 2023: 553.5 Tons
6) Volume of waste disposed in the Cell 3 garbage area: Best guess is we advanced the cover to bury drums and trash 75
yards x 50 yards with a 4 foot depth average.
7) Volume of ore and alternate feed sent to Cell 4A: 3355.5 Tons
l
Inventory (as of 1/20/22) Inventory as of 2/20/23
Tons Wet Tons Dry Tons # bags/Drums
Calcine 1,105.7 47 .3 400
KF 1,149.0 178.3 1143
UF4 2.0 2 108
Regen 71.5 128 .1 513
Dawn Mining 4,041.0 4041 1077
Hard ore 4.2 4 .2 10
Resin 7.0 101 417
Cabbot (GAM) 4,056.4 4056.4
FMRI 8,403.6 10925 8403.6
Chemours 105 .0 652.3 296
CaF2 0
Silmet 678 1873
Total Ore (Dry Tons) 56,012.0 70533.66 65511.84
Alternate Feed Totals 20,813.60 18,292 .20
Ore 70,533.66 65,511 .84
Totals 74,957.4 91,347.26 73,915.44 5,837
I
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COST ESTIMATE
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Record of Telephone Call
Call to: .::;-, i:!..T.:r Mt-!R IA 17
Company: Mr I J4 vi £ t, v 1 () ,r1 e,tAf
Phone No: '-I.ls -vs-CJ-1 s ?r
Date:_---=-;;.._/--'1_,/'-";;"'-"'-"o..:l._,__I ___ _
Subject: -r;i 11-<:.I< ti O c
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81 Ancf2tr1.1 I V r /3)LJ5c ~
HONNEN
EQUIPMENT
February 10, 2021
Mr. Steven Hancock
Energy Fuels Resources (USA) Inc.
P.O. Box 897
Fredonia, AZ 86022
RE: White Mesa Mill -Blanding, UT
Dear Mr. Hancock,
D
JOHN DEERE
GRO E
Phone: [phone] x 206
[8
WIRTGEN
GROUP
Email; shancock@enerqyfuels .com
Quote: #210210-0
Thank you for your interest in Honnen Equipment Comp~ny and our Grove Rough Terrain Hydraulic Cranes. We
appreciate this opportunity to quote the following equipment for the above referenced project:
Grove RT540E (40-Ton) Rough Terrain Hydraulic Crane; 32' -102' Boom, 26' -45' Jib, 35-Ton Load
Block and 7.5-Ton Ball.
Inbound Freight
Bare Monthly Rental
Outbound Freight
Four (4) DIGA® Outrigger Pads (per month)
TBD -Determined by Crane Location
$ 7,500.00
TBD
$ 145.00 (optional -if available)
Grove RT770E (70-Ton) Rough Terrain Hydraulic Crane; 36' -138' Boom , 33' -56' Jib, 65-Ton Load
Block and 8.3-Ton Ball.
Inbound Freight
Bare Monthly Rental
Outbound Freight
Four (4) DIGA® Outrigger Pads (per month)
TBD -Determined by Crane Location
$11,500.00
TBD
$ 190.00 (optional -if available}
Quotation is valid for 30-Days and does not include taxes and insurance. Bare monthly renta l is a 4-week/28-day
period allowing for 176-hours of use . Hou rs in excess are at the standard overtime rates. Equipment quoted is
subject to availability-and prior commitmenL P ricing is based on a one-month minimum rental starting
approximately Q2 2021. A fully executed Rental Agreement and certificate of insurance is required by client
prior to rental start. Honnen Equipment does not supply any rigging or lifting accessories and pads are subject to
availability and may need to be provided by client. Cli ent is responsible for offloading from t ran sport and reloading
to transport when project is completed.
Thank you again for the opportunity to quote on your equipment needs . If I can be of any further service , please
feel free to call me at [phone] or e-mail [e-mail].
Respectfully ,
IJ~~
Damien Knight
Lifting Division Territory Sales Manager
Denver · Grand Junction · Durango · Casper · Gillette · Rock Springs · Salt Lake City · Ogden · St. George · Idaho Falls
5055 E. 72nd Avenue· Commerce City , Colorado 80022 ·1-800-646-6636
www.honnen.com
HCIRIZCN .,
ENVIRCINMl:NTAL
Ell!:RVICll!!:!!l•
P.O. Box 9057, Durango, CO 81302
91 S. Skylane Dr., Durango, CO 81303
Phone:[phone] Fax:[phone]
36700 S. Rincon Rd Wickenburg, AZ 85390
www.HorizonEnvServices.com
QUOTE
19-104a
Colorado Commercial Pesticide Applicators License# 11604
New Mexico Commercial Pesticide Applicators License# 53520
Utah Commercial Pesticide Applic~tors License# 13786
Arizon~ Commercial Pesticide Applicators License #60209
Nevada Commercial Pesticide Applicators license #6876
Certified DBE in Colorado {#5823), New'Mexico (#10-07-365) and Arizona
CDOT Level 1 ESB
HES Quote#:
Sage JOB#:
Date:
19-104a
2991
2/3/2021
Estimated Start Date: TBD
Bid Date: 2/3/2021
Project Name: White Mesa Mill
Client/Owner Name: Energy Fuels Project Number: N/A
Site Address: Blanding, UT Revisions Received: N/A
Terms: Net 30 Estimator: Neal Matosky
C£~;~~~l=J~~~J=--~ .... i--~Jlli~-i~:"[=====~~~~~~~~~==]~~~~~~========~==J~?==Jc~Umt~~~-Price~-~~=c==~~~~~~=J 2ozi
J?~dl~'V so AC __, Revegetation ___ -··---------$2,818.44 1 -: Ji4~,922-:0o
-~~---T=B_D __ :===E=A===---__ -_-_-_-_-_-_--1:E~r_o ;_io_n_Co~_tr_o _l M_a_{rrt_en_~_nc~ S_-;:;-_r_vey (~C:!.:_ Mob)_··_--·~--~---, _-_-_. $0
903 ~ TBD
1-----T_B_D+-_A_C_-;.. ____ ...,! E_r_o_s _io_n_C_o_n_t_ro_l_M_ai~tenance ______ f $3 .189 .45 1 TBD
___ T_B_D-! __ E_A_-'------:•W_e_e_d_M_anagement -Annual Survey (incl. Mob) $1,689.84
i:~_o l_~ I weed Manage ment-Chemical Control $175.00
_1-+I--E_A ______ ! Mobilization (Revegetation) ________________ • _________________ ! $8,047.52
TBD , EA :Mobilization (Erosion Control Maintenance) $2,4 64.97 1
TBD
·rso
--=-$8,047.52
TBD
T_B_D[_-E~-=--__ =I Mobilization (Weed Management -Chemical C~ntr~~-=-_ $860.00 I-TBD
Total TBD
Exclusions/Stipulations/Notes
l . Revegetation includes discing down to 15 cm, spreading and mi_xin g compost at 10 tons/AC, broad cast ing su pplied seed mi x in two perpendicular
passe s, ha rrowing in the seed, and applying a hydromulch cover material consisting of 2000 lbs/AC of wood fiber mulch and 200 lbs/AC of tackifier per
speci fications. .J,
2. Erosion Control Maintenance includes a Survey to determine the maintenance scope of work, then a per acre application of dirt work, res e eding , and 1 lJ 0, l S"
re-hydromulching with the above specifications. No compost is included in the maintenance work .
!. :::i::::~::~;:~~~;~ua~:: aann::~:~s:;:::g:::~;::~l~~t~:;; ~::i:::::::lkc:;::~: :sa:~_c :~~c:;;nay change if sco pe of work is larger or f '1/ ll. :z_ 2
small~r than 1 week. CJ, i7 r .7
✓ 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
✓ Bonding, if required 3.5%
✓ Traffic control will be provided by Co ntractor
✓ Standby time will be billed pe r hourly rate
✓ HES requires a minimum of 2 weeks notification
to start work.
✓ Water is availabl e on site
✓-Watering excluded
✓ Ripping due to soil compaction is not included
and will be billed at an additional cost
✓ Taxes will be charged as applicable
✓ HES reserves the right to change prices if
quantities are lowered
✓ Maintenance of any kind is excluded
If project specific specifications are not provided, HES will us e manufacturers recommended s pecifications for material and installation.
'J'his i~ a quotation on the goods named, subject to the conditions noted below:
HES, In c_ agrees to complete the Project in a good and workmanlike manner in accordance with the terms and conditions of this Quote, and subject to
co mpliance by Customer with its obligations under this Agreement. HES, Inc. will complete the Project in timely manner, but weather conditions may
de lay the project. Customer agrees to pay the Deposit if requested by HES, Inc. upon execution of this Agreement and the ba lance of the Total Contract
Price based on the terms of this Quotation . In the eve~t payment is not made when due, reasonable collection fees , lien fees , and attorney fees w ith or
without suit, together with a 1.5% per month FINANCE CHARGE which is an ANNUAL PERCENTAGE RATE of 18%, will be asse ss ed 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 applicable) to enter in to this
co ntract.
Acceptance of Quotation creates a legally binding contract and constitutes an agreement and notice to proceed on purchase of materials and the scope
of work .
THANK YOU FOR THE O.PPORTUNIT:v .JO EARN 't'0UR BUSINESS!
EXECUTIVE SUl\i.IMA...~Y
On May 30, 2012, IIIl Environmental conducted an asbestos inspection of the Administration
Building at the Denison Mines White :Mesa Mill site in Blanding, Utah. Ms. Jo Ann
Tischler, Corporate Director of Compliance and Permitting for Denison rvfines, requested this
inspection to identify asbestos-containing materials (ACM) that exist in the building.
ACM -IlIT identifierl the folfowfug .mate·~fa.Js:
• Vinyl :floor tile and mastic (7,960 square feet)
• Floor tile mastic (1 ,785 square feet)
Conclusions
Asbestos -IHI recommends that a Utah-certified asbestos abatement contractor remove and
properly dispose of all the ACM in this building that may be disturbed during remodel or
demolition activities.
Cost Estimates
IHI' s cost estimates for a Utah-certified asbestos abatement contractor to remove the AC:Ms
outlined above are approximately $35,650. The estimated cost does not include travel
expenses for an abatement contractor. These estimates do not include the costs for asbestos
abatement design and management consulting services.
The report that follows this Executive Summary should be read in its entirety because it
includes important information, such as material descriptions and locations, regulatory
requirements, and building-specific recommended response actions.
Denison Mines/ Adrnin. Building-White Mesa Mill
Asbestos Inspection
IHI Environmental
ProjectNo. 12U-A1081
Executive Summary
Asbestos-containing :Materials by Homogeneous Area
Administration Building
White Mesa Mill-Denison Mines Corp
Homogeneous
Area Number Material Description/Location
M004 Floor Tile and Mastic on Cement -12 11 ::t
12" Tan vinyl floor tile and black floo.r
mastic
Hallways IOOA, IOOB, lOOC, Rooms 101,
103, 116 and Closet 120
MOOS Floor Tile and Mastic on Cement -12" x
12" Off-white vinyl floor tile with green
and black floor mastic
Throughout floor of building
MOOSA Floor Tile Mastic Under Non-ACM
Coverings -Black tar mastic
Throughout floor of building (under MOOS)
M006 Floor Tile and Mastic on Cement -1211 x
12" Gray vinyl floor tile and black floor
mastic
Women's Restroom and Men's Restroom
M007 FloorTile-Exposed-12" x 12" Light
tan vinyl floor tile
Chemical Laboratory 127 and Office 127F
Asbestos
Content
5% Chrysotile:
>1% tile
Chrysotile:
mastic
5% Cbrysotile:
>1-6% tile
Chrysotile:
mastic
6% Chrysotile
ND:tile
> 1 % Chrysotile:
mastic
ND: tile
> 1 % Chrysotile:
mastic
Amount
1,395 sq. ft .
6,380 sq. ft.
1,440 sq. ft.
185 sq. ft.
1,600 sq. ft.
Cost
Estimate(l)
$4,687
$21,437
$4,838
$622
$4,032
Note 1: Cost Estimates include asbestos removal costs only; abatement design, management fees and
replacement costs are not included. Please refer to Section 6.0 for more details.
Executive Summary Table Page I ofl Administration Building
White Mesa Mill-Denison Mines Corp
EXECUTM SU.Mj\fARY
On :May 31, 201.2~ IHl Environmental c¢nducted a.1.1 $.Sbestos inS_pection of the &--:Iai. e.nance-
\ll a..-ehou:se facility of the White Mes.a Mil1!( Der.Json Mines~ focated in Biantiing, Utah. Ms.
Jo Ann Tischl¢r~ C<;>rporate Director of Compliance and Permitting for Denison Mfoe~
r~quested this inspection to identify asbes{os-~ontainm.g materials (AC.M) that (;lxist in the
building~
• Viny-1 floor trle and mastic (2,140 square feet)
• Floor tile mastic { 420 squ.are feet)
!'.:onc!t1s-i ns
Asbestos -IH1 recommend$ that a Utah-certified asbestos abatement contractor re.move and
properly dispose of all the ACM in this building that may be disturbed d:uring remodel or
demolition,
Cost E3:tim.ates . .
IHr's co~t est.rmates fi;,r a Utah-£ertified asbestos abatement contractor to remove the ACMs
outlined above ~ approximately $8~600, The estim.ated cost does not include trayel
e~enses for an abatement contractor. These estimates do not include the costs-for as~stos
~bat~ment design .tild xmmagement consulting se;rvices~
The report thllt follqws this Executive Summary should be read in its entirety beqause it
includes important information.. suoh as material descriunon s and locations, r~gu.la:tozy
re qu,ii:ements ~ and building-,sp~cific reicoPlfilend~d response action$.
Mainten~--Wi3leh9use-Wfilte Mesa Mill
Denison. ~tfu_es Asbestos In~pection
t m;r .E.nviron~ta!
Project.No, 12U"A1031
Executive Summary
Asbestos-containing Materials by Homogeneous Area
Warehouse-Maintenance Building
White Mesa Mill"Denison :tvfines Corp
Homogeneous
Area Number Material Description/Location
M (W4 Floor Tile and Mastic on Cement~ 12" x
12" Tan vinyl floor tile and black mastic
106A, 107C, 1070-0ffices and 200-Lunch
Room
.M004A Flonr Tile Mastic Under Noil-ACM
Coverin:s -Black tar mastic
107A-Instrument Shop/Tool Room
Asbestos
Content
12-15% Chrysotile:
>1-8% tile
Chrysotile:
mastic
&°/4 Cbrysotile
Amount
2,140 sq. ft.
420 sq, ft.
Cost
Estimate(!)
$7,190
$1,411
Note h Cost Estimates include asbestos removal costs only; abatement design, management fees and
replacement costs are not incln derl. Please refer to Section 6.0 for mor~ details.
Executive Summary Table Page 1 of l Warehouse-Maintenance Building
White Mesa Mill-DenL'lOJl Mines Corp
EXECUTIVE Sm,JMAR.Y
On May 31, 2012, IHI Environmental conducted an asbestos inspection of the SX Building at
the Denison Mines White Mesa Mill site, in Blanding, Utah. Ms. Jo Ann Tischler, Corporate
Director of Compliance and Permitting for Denison fvlines, requested this inspection to
identify the asbestos-containing materials (ACM) that exist in the building.
ACM -IHI identified the followillf!-mat er ials:
• Pipe fitting sealant (20 units)
Conclusions
Asbestos -IHI recommends that a Utah-certified asbestos abatement contractor remove and
properly dispose of all the ACM in this building that may be disturbed during remodel or
demolition activities .
Cost Estimates
IHr s cost estimates for a Utah-certified asbestos abatement contractor to remove the AC:Ms
outlined above are approximately $100. The estimated cost does not include travel expenses
for an abatement contraetor. These estimates do not include the costs for asbestos abatement
design and management consulting services.
The report that follows this Executive Summary should be read in its entirety because it
includes important information, such as material descriptions and locatiort..s, regulatory
requirements, and building-specific recommended response actions.
Denison '.Mines/SX Building-White Mesa Mill
Asbestos Inspection
IHI Environmental
ProjectNo.12U-Al081
Executive Summary
Mbesto&-£O n:~in=-~terials by HomogeneolQ ~
. .
SXBuilding
White 1vie$a Mitl:-De.nison Mines C◊rp
ll'ogiog~~s
At~ ~um.her : l Deseription/L-Oeatioo
Mt101. P~ !i.Ds~ Seab:'1t-Whi~ w.i nt
o.n pi~ mds ot .fibro~:is~ l1.1snJ"'fion
Mo&tly used Qn 1he TSl on the south Qomer
ofbuildins
~sb~tos
Con~nt
20 units
Note 1: Cost .Estimate! indade-asbestos ;~men.I costs only; bat~t design) 111H1:1gement fiees and
r~p1ac~ cssts :tre not inelu.de<l. Plase :-eter to Sect.on 6.0 for moredetaib •.
Page i ofl $.XBt1itdini
White Mtsa ~li-P~ni.son-Mines C,orp
Cell 1
RECLAMATION OF CELL 1
Dewatering of Cell 1
Resource Descrip tion
Dev.-a terin g of Cell 1 (2 yrs)
Total Dewatering of Cell 1
Crystal Removal
Resource Descriptio n
Cal 770 Truc k
Truck Drivers
Cat 988 Loader
Cat 988 Loader Operator
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
Cat 365 Excavator
Cat 365 Excavator Operator
Liner Cutting (Laborer)
6 ,500 gallon Waterwagon
6,500 gallon Waterwagon Operator
Cat 14H Motorgrader
Cat 14H Motorgrader Operator
Equipment Maintenance (Butler)
Total Crystal Removal
Contaminated Materials Removal
Resource Descri ption
Cat 637 Scraper
Cat 637 Scraper Operator
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
6,500 gallon Waterwagon
6 ,500 gallon Waterwagon Operator
Cat 14H Motorgrader
Cat 14H Motorgrader Operato r
Equipment Maintenance (Butler)
Total Contaminated Materials Removal
Topsoil Application
Resource Descri pti on
Cat 637 Scraper
Ca t 637 Scraper Operator
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
6,500 gallon Waterwagon
6,500 gallon Waterwagon Operator
Cat 14H Motorgrader
Cat 14H Motorgrader Operator
Equipment Maintenance (Butler)
Total Topsoil Application
2/W/2023 -WMM Rec Plan Est Rev 5 10 -07 March n:ev O 2023
RECLAMATION OF CELL 1
Units Cost/Unit Task Units
17.520 !
Units Co st/Unit Task Units
hrs $153.80 865
hrs $24 .93 865
hrs $132.04 288
hrs $27.86 288
hrs $152 57 288
hrs $27.86 288
hrs $205.78 288
hrs $30.81 288
hrs $20.08 288
hrs $140.03 288
hrs $24.93 288
hrs $111 .63 288
hrs $30 81 2 88
hrs $29.6 / 2 ,307
Units Cost/Unit Task Units
hrs $28/ 42 288
hrs $30.81 288
hrs $152 .57 144
hrs $27.86 144
hrs $140.03 144
hrs $24 .93 144
hrs $111 .63 144
hrs $30.81 144
hrs $29.67 721
Units Cost/Unit Task Units
hrs $28/.42 36
hrs $30.81 36
hrs $152 .57 18
hrs $27.86 18
hrs $140.03 18
hrs $24,93 18
hrs $111 .63 18
hrs $30 ,81 18
hrs $29.6/ 90
Task Cost
$8,423 !
$8,423
Task Cost
$133,070
$21,571
$38,082
$8,034
$44,003
$8,034
$59,349
$8,886
$5,792
$40,384
$7,190
$32,195
$8,886
$68,453
$483,927
Task Cost
$82,893
$8,886
$22,001
$4,017
$20,192
$3,595
$16,097
$4,443
$21,391
$183,517
Task Cost
$10,344
$1,109
$2,746
$501
$2,520
$449
$2 ,009
$554
$2,669
$22,901
Energy Fu els Re so urc es (USI\) Inc
White Mesa MIii
Construct Channel
Resource Description
Cat 770 Tn1c k
Truck Drivers
Cat 365 Excavator
Ca t 36 5 Excavator Operator
Drilling & Blasting Contractor
Drilling & Blasting Contractor, Fu el
Cat 14H Motorgrader
Ca t 14H Motorgrader Operator
Cat D8N Dozer With Ripper
Cat DBN Dozer Operator
Equipment Maintenance (Butler)
Total Construct Channel
Rock Armor and Rip Rap Filter
Resource Description
Cat D7 Dozer
Cat D7 Dozer Operator
6 ,500 gallon Waterwagon
6,500 gallon Waterwagon Operator
Ca t 14H Motorgrader
Cat 14H Motorgrader Operator
Rock Cost Delivered
Equipment Maintenance (Butler)
Total Place Rock Armor and Rip Rap Filter
Quality Control
Resource Descriptio n
Ouah ty Co ntrol Contrac tor
Total Quality Control
TOTAL RECLAMATION OF CELL 1
2/20i2023 -W MM Rec Plan Est Rev 5 1 B -07 March Rev a 2023
RECLAMATION OF CELL 1
Units Cost/Unit Task Units
hrs $153 .80 103
hrs $24.93 103
hrs $205.78 26
hrs $30.81 26
BCY $4 22 66 ,667
Gal. $3 .39 3 2 1
hrs $111.63 26
hrs $30.81 26
hrs $152 57 26
hrs $27.86 26
hrs $29.67 179
Units Cost/Unit Task Units
hrs $134.29 30
hrs $27 .86 30
hrs $140.03 30
hrs $24 .93 30
hrs $111 .63 30
hrs $30.81 30
CY $18.14 8,607
hrs $29,67 90
Units Cost/Unit Task Units
!hrs s63.00 1
Task Cost
$15,775
$2,557
$5,277
$790
$281,028
$1 ,085
$2,862
$790
$3,912
$714
$5,325
$320,115
Task Cost
$4,029
$836
$4,201
$/48
$3,349
$924
$156,144
$2,670
$172,900
Task Cost
$50 ,4001
$50,400
$1,242,1841
En ergy F ue ls Resources (U SA) In c
W hite Mesa MIi i
Volume Calculation -Cell 1
Reviewed 2/10/23
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+ 1.51 ... _2_8_6_.1_8_9 _c_v __ _.lHours
27 ft3tcy _ _
331 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 fr/cy 95,396 CY
865
331 BCV/ HR 288
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 ,20 0 ft x 150 ft x 10 ft I 66,667 CY
27 tt3tcy .._ ______ __,
650 BCY/HR 103
-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:1 V.
-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 = 3,020 ft x 8 ft x 26 ft x (1/
27 ft /cy 23,188 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 = cres x 43 ,560 ft2 /acre x
27 ft /cy
7) Rock Armor and Rip Rap Filter Placement
23,393 CY
650 BCV/ HR 36
-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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FRANKLIN 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 we submitted to you in February 2012, using the
same parameters of an area 160' wide by 1200' long by an average depth of approximately 1 O'
producing around 67,000 cubic yards of material.
If the above information is correct, we offer to drill, load and blast at the cost of $3. 70 per in
bank cubic yard. We request you supply fuel for the drills. Fuel consumption for two drills on
site would 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 $7500.00 and is due upon our
mobilization to the project.
We request verification from your company to either supply explosive storage magazines, or
provide us with an area meeting BATF requirements pertaining to safe storage locations of
explosives storage magazines. We are able to supply explosive storage magazines if none can
be provided.
In the event drilling and blasting operations encounter water in the boreholes, whether through
inclement weather or ground water infiltration, and specialized wet hole explosive product is
needed, the cost of the product will be billed separately from the line item at invoiced materials
cost, plus delivery fee, plus 20% markup.
This quote is valid to December 31, 2021. If you have any questions, please contact us to
discuss.
Respectfully,
Jeff Franklin
Owner
PO BOX 2246
Durango, CO 81302
hc~/4/4 Co>:/2 o/ 1-u%
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1 ~ow C lt!oh) 6<i -/4~
970-259-5620 Fax [phone]
[e-mail]
www .franklinblasting.com
EFR Company, Blanding, UT 1
Re-Bid
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TOPSOIL
CELL 1 (EVAPORATION)
Rip Rap
29.5647 Acres
----AREA OF CELL 2 ·5:.ficitcres TO BE BREACHED
SANDSTONE
·eMWH@
8y 6A M Date 9 /t<y ll Client -~=--·=~;....;;.=l?.¢:=t,___-----' __ __,_ _ __.,,Sheet t of ...1..__
Chkd.By _____ Oescriptlan 'C,41.f ~H.A.U.Ml!r... ~lc!t-1::tt:•~'/ rf4t:•HATrJi,$, Jof;INo. IC0~'14◊
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Chkd.By ____ Description l¢.41. 4AYM£1. &q,1wn::t"/ £°a,_rs&Jt:tn! JpbNo. 1¢09:146
't\23l0\-\13lOOIOOl\oo4\013--s.t~
CELL 1 NORTHERN OUTSLOPE
TYPICAL CROSS-SECTION
TOP OF ET COVER
RIP RAP
CROSS-SECTIONAL
AREA: 82 SF
RANDOM FILL
CROSS-SECTIONAL
AREA: 324 SF RIP RAP BEDDING
CROSS-SECTIONAL
AREA: 45 SF
PftWECT
~ mu WHITEMESAMILLRECLAMATION (D MWH
SLOPE AREA CALCULATIONS ~EP 20 11 RGY FUELS CELL 1 FTL£ No\llE BORROW
Cell 2
RECLAMATION OF CELL 2
RECLAMATION OF CELL 2
Place Radon Attenuation and Grading Layer -COMPLETE
Resource Descriptio n Units Cost/Unit
Cat 637 Scraper hrs
Cat 637 Scraper Operators hrs
Cat D8N Dozer With Ripper hrs
Cat D8N Dozer Operator hrs
Cat D7 Dozer hrs
Cat D7 Dozer Operator hrs
Cat 14G Motorgrader hrs
Cat 14G Motorgrader Operator hrs
Equipment Maintenance (Butler) hrs
Total Place Radon Attenuation and Grading Layer
Place Compacted Radon Attenuation Layer -COMPLETE
Resource Desc ription Units
Cat 637 Scraper hrs
Cat 637 Scraper Operators 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
Cat 651 Waterwagon hrs
Cat 651 W aterwagon Operator hrs
Cat 14G Motorgrader hrs
Cat 14G Motorgrader Operator hrs
Equipment Maintenance (Butler) hrs
Total Place Compacted Radon Attenuation Layer
Place Water Storage Layer/ Growth Medium (48")
Resource Desc ription Units
Cat 637 Scraper hrs
Cat 637 Scraper Operators hrs
Cat D8N Dozer With Ripper hrs
Cat D8N Dozer Operator hrs
Cat D7 Dozer hrs
Cat D7 Dozer Operator hrs
Cat 14G Motorgrader hrs
Cat 14G Motorgrader Operator hrs
Equipment Maintenance (Butler) hrs
.
Total -Place Water Storage Layer/ Growth Medium (48")
2/21/2023 -WMM Rec Plan Est Rev 5.1 B -07 March Rev 0 2023
$287.42
$33.71
$152.57
$30.46
$134.29
$30.46
$111.63
$33.71
$29.67
Cost/Unit
$287.42
$33.71
$154 .05
$27.24
$152.57
$30.46
$134.29
$30.46
$140.03
$27.24
$111.63
$33.71
$29.67
Cost/Unit
$287.42
$33.71
$152.57
$30.46
$134.29
$30.46
$111.63
$33.71
$29.67
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 $0
$0
Task Units Task Cost
1,198 $344,208
1,198 $40,373
300 $45,772
300 $9,138
300 $40,287
300 $9,138
300 $33,489
300 $10,114
2,098 $62,232
$594,753
Energy Fuels Resources (USA) Inc .
White Mesa Mill
RECLAMATION OF CELL 2
Erosion Protection Layer (6")
Resource Description
Cat 637 Scraper
Cat 637 Scraper Operators
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
Cat D7 Dozer
Cat D7 Dozer Operator
Cat 14G Motorgrader
Cat 14G Motorgrader Operator
Rock Mulch Cost Delivered
Equipment Maintenance (Butler)
Total Place Upper Random Fill
Place Compacted Outslope Fill
Resource Descript ion
Cat 637 Scraper
Cat 637 Scraper Operators
Cat 825 Compactor
Cat 825 Compactor Operator
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
Cat D7 Dozer
Cat D7 Dozer Operator
Cat 651 Waterwagon
Cat 651 Waterwagon Operator
Cat 14G Motorgrader
Cat 14G Motorgrader Operator
Equipment Maintenance (Butler)
Total Place Compacted Outslope Fill
Rock Armor and Rip Rap Filter
Resource Descript ion
Cat D7 Dozer
Cat D7 Dozer Operator
Cat 651 Waterwagon
Cat 651 W aterwagon Operator
Cat 14G Motorgrader
Cat 14G Motorgrader Operator
Rock Cost Delivered
Equipment Maintenance (Butler)
Total Place Rock Armor and Rip Rap Filter
2/21/2023 -WMM Rec Plan Est Rev 5.18 -07 March Rev 0 2023
Units Cost/Unit
hrs $287.42
hrs $33.71
hrs $134.29
hrs $30.46
hrs $134.29
hrs $30.46
hrs $111.63
hrs $33.71
CY $18.14
hrs $29.67
Units Cost/Unit
hrs $287.42
hrs $33.71
hrs $154.05
hrs $27.24
hrs $134.29
hrs $30.46
hrs $134.29
hrs $30.46
hrs $140.03
hrs $27.24
hrs $111.63
hrs $33.71
hrs $29.67
Units Cost/Unit
hrs $134.29
hrs $30.46
hrs $140.03
hrs $27.24
hrs $111.63
hrs $33.71
CY $18.14
hrs $29.67
Task Units Task Cost
213 $61,221
213 $7,181
59 $7,923
59 $1,797
59 $7,923
59 $1,797
115 $12,838
115 $3,877
5,000 $90,707
446 $13,232
$208,496
Task Units Task Cost
58 $16,800
58 $1,971
15 $2,311
15 $409
15 $2,014
15 $457
15 $2,014
15 $457
15 $2,100
15 $409
15 $1,674
15 $506
133 $3,959
$35,081
Task Units Task Cost
53 $7,117
53 $1,614
53 $7,421
53 $1,444
53 $5,916
53 $1,787
6,770 $122,818
159 $4,717
$152,835
Energy Fuels Resources (USA) Inc.
White Mesa Mill
Quality Control
Resource Description
Qual ity Control Contractor
Total Quality Control
TOTAL RECLAMATION OF CELL 2
Notes and Assumptions:
RECLAMATION OF CELL 2
Units Cost/Unit
lhrs $ss.001
Task Units Task Cost
5801 $36,540!
$36,540
1 $1,021,1051
-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.
2/21/2023 -WMM Rec Plan Est Rev 5.1 B -07 March Rev O 2023 White Mesa Mill
Volume Calculation -Cell 2
1) Area of Cell 2 -2 ,986,660 sq ft 68 .56 acres
~2114123
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-s ite 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!.._ ____ c_u_b_ic_y_a_rd_.i
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~! ____ c_u_b_ic_y""a_rd_,~
100% Complete
-The dozer will place the material, water truck will moisture condition and the compactor will compact the material.
-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~! ____ c_u_b_ic_y_a_rd_i
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) page 2
-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 yardi
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 ! 55,400 cubic yardi
10) Cell 2 North Slope ( Slope #1 ) common with Cell 1-I
Average height
Length
12 feet
2600 feet
a) Random fill to reduce slope from 3:1 to 5:1
First Wedge [12X12X5)/2 -(12X12X3)/2) X2600
= 374,400 cubic feet/ 27 = 13,867 cubic yards
Use ! 1 3 ,900 cubic yardi
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! 19,500 cubic yardij
Total Random Fill North Slope 33,400 cubic yard i
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 yards
Use ! 5 ,000 cubic yardi
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 =
Use!
3,671 cubic yards
3,700 cubic yardij
Volume Calculation -Cell 2 (can't) page 3
d) Toe Apron 2 X 7 X 2600 / 27 =
Use!
1,348 cubic yards
1,400 cubic yardij
Total Rock Armor Cell 2 north Slope
11) North Slope common with Mill yard ( Slope #2 )
Average height
Length
1 feet
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 feel/ 27 =
Remaining Random Fill
[4 X 4 X 5)/2 -(1 X 1 X 5)/2] X 900
6,400 cubic yardij
33 cubic yards
Use._! __ 1_0_0_c_u_b_ic_.y_a_rd_.ij
33,750 cubic feel/ 27 = 1 ,250 cubic yards
Total Random Fill North Slope
b) Rock Armor a· thick -0 .67 feet
[4.67 X 4.67 X 5)/2 -(4 X 4 X 5)/2] X 900
13,070 cubic feel/ 27 =
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 feel/ 27 =
d) No Toe Apron on fill common with Mill Yard
Total Rock Armor on slope common to Mill Yard
Use ! 1 ,300 cubic yardij
1 ,400 cubic yard4
484 cubic yards
Use .. ! __ 5_o_o_c_u_b_ic __ y_a_rd ... 3
354 cubic yards
Use!.__ __ 3_50_c_u_b_ic_y_ar_d_.3
500 cubic yard3
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 =
74 cubic yards
Use .. l __ 1_o_o_c_u_b_ic_ya __ rd..,i
7 4 cubic yards
Use._! __ 1_o_o _c_u_b_ic_.ya"'" __ rd..,i
200 cubic yardi
331 cubic ya rds
Use._! __ 4_0 _0 _c_u_b_ic_.y_a _rd..,i
243 cubic yards
Use._! __ 2_s _o _c_u_b_ic_.y_a _rd_.i
d) Toe Apron Not required for slope 1 0 feet long -Drainage from Cell goes south to Cell 3
Total Rock Armor Cell 2 north Slope
13) Cell 2 East Dike ( Slope #4 )
Average height
Length
1 feet
1250 feet
and then off of south slope of Cell 3
400 cubic yardi
a) Random Fill Wedge from #10 1 cubic foot per linear foot X 1250 46 cubic yards
Uselr---,,1""'00.,,....c-u"!"b'!"'ic_.y_a ~rd~i
Volume Calculation -Cell 2 (can't) page 5
b) Remaining Random Fill from #10
37 .5 cubic foot per linear foot X 1250 / 27
Total Random Slope #4
Use I 1 ,736 cubic yards
1,800 cubic yardiJ
1,900 cubic yardiJ
c) Rock Armor B" thick -0.67 feet from #1 0 14.52 cubic feet per linear foot of dike
14.52 cubic foot per linear foot X 1250 / 27
18, 150 cubic feet/ 27 = 672 cubic yards
Use!.._ __ 6_75_c_u_b_ic_y_ar_d_,i)
d) Rip Rap Filter 6" thick -0.5 feet
9.075 cubic foot per linear foot X 1250 / 27
420 cubic feet/ 27 = 420 cubic yards
e) Toe Apron Not required
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 feet/ 27 =
Random Fill Upper
(6 X 6 X 5)/2 -(4 X 4 X 5)/2] X 3500
= 175,000 cubic feet/ 27 =
Use~l __ 4_2_o_c_ub_i_c_ya_r_diJ~
675 cubic yardiJ
1,167 cubic yards
Use I 1 ,200 cubic yardiJ
6 ,481 cubic yards
Use l 6,500 cubic yardiJ
b) Clay Layer
c) Rock Armor
Volume Calculation • Cell 2 (can't) page 6
Deleted
[4 X 4 X 5)/2 • (3 X 3 X 5)/2] X 3500
cubic feet/ 27 = cubic yards
Use._! ____ c_u_b_ic_.y_a_rd_.~
8' thick -0.67 feet
(6 .67 X 6.67 X 5)/2 • (6 X 6 X 5)/2] X 3500
74,278 cubic feet/ 27 = 2 ,751 cubic yards
Use ! 2,800 cubic yard~
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 feet/ 27 = 2,025 cubic yards
Use! 2,050 cubic yard~
No Toe Apron
Total Rock Armor on slope Cell 2 Slope common to Cell 3 2,800 cubic yard~
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 Cl ay 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
Total
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 372 100% 1197.6
19,500 E 372 100% 52.5
1,300 E 372 100% 3.5
100 E 372 100% 0.3
1,800 E 372 100% 4 .8
6,500 E 372 100% 17.5
474,200 1276.2
Cell 2 Rock Armor and Rip Rap Filter --use Highway Trucks
Clay Volume=
Trucking
980 Loader
DSN w/ ripper
Cat651 WW
Cat 825 Comp .
14G Patrol
5000 gal WW
Volume Calculation -Cell 2 (con't) page 9
Clay Production Cell 2
( use same assumptions as Cell 3 )
Bank Cubic Yards (BCV)
0 .8 Swell Factor
Loose Cubic Yards (LCY)
475 LCY/hr 8 trucks plus one (1) Loader
150,000 LCY / 475 LC'\' 0 hours
use 0 hours
0 X 8 Trucks = 0 hours
Hours
0
0
0
0
0
0
Volume Calculation -Cell 2 (can't) page 10
Rock Armor and Rip Rap Filter Production Cell 2
72,945 cubic yards (cy)
38 cy per hour times B 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 ----
-., \i:330\0<IM~OOl\oo4\0!3--Sol\llORROW
CELL 2 EASTERN EXTERIOR SLOPE
TYPICAL CROSS-SECTION
TOP OF ET COVER
RANDOM FILL
CROSS-SECTIONAL
AREA:63 SF
RIP RAP BEDDIN G
CROSS-SECTIONAL
AREA : 13SF
RIP RAP
CROSS-SECTIONAL
AREA: 23SF
_J
EX IST ING
GROUND SURFACE
CELL 2 NORTHEASTERN EXTERIOR SLOPE
TYPICAL CROSS-SECTION
TOP OF ET COVER
RANDOM FILL
CROSS-SECTIONAL
AREA: 63 SF
RIP RAP BEDDING
CROSS-SECTIONAL
AREA: 13SF
RIP RAP
CROSS-SECTIONAL
AREA: 23 SF
_J
AVG . HEIGHT: 5 FT.
.,::; .. '"
EX IST ING
GROUND SURFACE
CELL 2 WESTERN EXTERIOR SLOPE
TYPICAL CROSS-SECTION
TOP OF ET COVER
R IP RAP
CROSS-SECTIONAL
AREA: 2B SF
_J
EX ISTING RANDOM FILL
CROSS-SECTIONAL
AREA: 90 SF
GROUND SURFACE
RIP RAP BEDDING
CROSS-SECTIONAL
AREA: 15SF
CELL 2 NORTH INTERIOR SLOPE
COMMON WITH CELL #1
TYPICAL CROSS-SECTION
TOP OF ET COVER
RIP RAP
CROSS-SECTIONAL
AREA: 14SF
TOP OF ET COVER
~--,.__~~1!_.&_J V~)HT; 3 FT.
RIP RAP BEDDING
CROSS-SECTIONAL
AREA: 9 SF
PROJECT
ffllE
WHITE MESA MILL RECLAMATION
SLOPE AREA CALCULATIONS
CELL2
<D MWH
l),<Tf:
SEP 2011
FllNAIIE 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 637 Scraper
C~t 637 Scraper Operators
Cat 08N Dozer With Ripper
Cat 08N Dozer Operator
Cat 07 Dozer
Cat 07 Dozer Operator
Cat 14G Motorgrader
Cat 14G Motorgrader Operator
Equipment Maintenance (Butler)
Units
I hrs
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
Total Place Radon Attenuation and Grading Layer
Place Compacted Radon Attenuation Layer
Resource Description
Cat 637 Scraper
Cat 637 Scraper Operators
Cat 825 Compactor
Cat 825 Compactor Operator
Cat 08N Dozer With Ripper
Cat 08N Dozer Operator
Cat 07 Dozer
Cat 07 Dozer Operator
6,500 gallon Waterwagon
6,500 gallon Waterwagon Operator
Cat 14G Motorgrader
Cat 14G Motorgrader Operator
Equipment Maintenance (Butler)
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
Total Place Compacted Radon Attenuation Layer
Place Water Storage Layer (48")
Resource Description
Cat 637 Scraper hrs
Cat 637 Scraper Operators hrs
Cat 08N Dozer With Ripper hrs
Cat O8N Dozer Operator hrs
Cat 07 Dozer hrs
Cat 07 Dozer Operator hrs
Cat 14G Motorgrader hrs
Cat 14G Motorgrader Operator hrs
Equipment Maintenance (Butler) hrs
Total Place Water Storage Layer (48")
2/21/2023 -WMM Rec Plan Est Rev 5.1 B -07 March Rev 0 2023
Units
Units
Cost/Unit
$0.481
Cost/Unit
$287.42
$33.71
$152.57
$30.46
$134.29
$30.46
$111.63
$33.71
$29.67
Cost/Unit
$287.42
$33.71
$154.05
$27.24
$152.57
$30.46
$134.29
$30.46
$140.03
$27.24
$111.63
$33.71
$29.67
Cost/Unit
$287.42
$33.71
$152.57
$30.46
$134.29
$30.46
$111.63
$33.71
$29.67
Task Units Task Cost
62,400! s30,000I
$30,000
Task Units Task Cost
33 $9,386
33 $1,101
9 $1,373
9 $274
9 $1,209
9 $274
9 $1,005
9 $303
60 $1,770
$16,695
Task Units Task Cost
733 $210,651
733 $24,708
184 $28,345
184 $5,013
184 $28,073
184 $5,605
184 $24,709
184 $5,605
184 $25,765
184 $5,013
184 $20,540
184 $6,203
1,653 $49,039
$439,270
Task Units Task Cost
1,120 $321,930
1,120 $37,760
281 $42,873
281 $8,560
281 $37,736
281 $8,560
281 $31,368
281 $9,473
1,963 $58,242
$556,502
Energy Fuels Resources (USA) Inc.
White Mesa Mill
RECLAMATION OF CELL 3
Erosion Protection Layer (6")
Resource Descript ion
Cat 637 Scraper
Cat 637 Scraper Operators
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
Cat D7 Dozer
Cat D7 Dozer Operator
Cat 14G Motorgrader
Rock Cost Delivered
Cat 14G Motorgrader Operator
Equipment Maintenance (Butler)
Total Place Upper Random Fill
Place Compacted Outslope Fill
Resource Descriptio n
Cat 637 Scraper
Cat 637 Scraper Operators
Cat 825 Compactor
Cat 825 Compactor Operator
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
Cat D7 Dozer
Cat D7 Dozer Operator
6,500 gallon Waterwagon
6,500 gallon Waterwagon Operator
Cat 14G Motorgrader
Cat 14G Motorgrader Operator
Equipment Maintenance (Butler)
Total Place Compacted Outslope Fill
Rock Armor and Rip Rap Filter
Resource Desc ri pt io n
Cat D7 Dozer
Cat D7 Dozer Operator
6,500 gallon Waterwagon
6,500 gallon Waterwagon Operator
Cat 14G Motorgrader
Cat 14G Motorgrader Operator
Rock Cost Delivered
Equipment Maintenance (Butler)
Total Place Rock Armor and Rip Rap Filter
2/21/2023 -WMM Rec Plan Est Rev 5.18 -07 March Rev 0 2023
Units Cost/Unit
hrs $287.42
hrs $33.71
hrs $134 .29
hrs $30.46
hrs $134.29
hrs $30.46
hrs $111.63
CY $18 .14
hrs $33.71
hrs $29.67
Units Cost/Unit
hrs $287.42
hrs $33.71
hrs $154.05
hrs $27.24
hrs $134.29
hrs $30.46
hrs $134.29
hrs $30.46
hrs $140.03
hrs $27.24
hrs $111.63
hrs $33.71
hrs $29.67
Units Cost/Unit
hrs $134.29
hrs $30.46
hrs $140.03
hrs $27.24
hrs $111.63
hrs $33.71
CY $18.14
hrs $29.67
Task Units Task Cost
193 $55,472
193 $6,507
49 $6,580
49 $1,493
49 $6,580
49 $1,493
49 $5,470
20,000 $362,829
49 $1,652
340 $10,087
$458,163
Task Units Task Cost
20 $5,748
20 $674
5 $770
5 $136
5 $671
5 $152
5 $671
5 $152
5 $700
5 $136
5 $558
5 $169
45 $1,335
$11,875
Task Units Task Cost
25 $3,357
25 $762
25 $3,501
25 $681
25 $2,791
25 $843
4,075 $73,926
75 $2,225
$88,086
Energy Fuels Resources (USA) Inc .
White Mesa Mill
Quality Control
Resource Description
Quality Control Contractor
Total Quality Control
TOTAL RECLAMATION OF CELL 3
Notes and Assumptions:
RECLAMATION OF CELL 3
Units CosVUnit
!hrs $63.001
Task Units Task Cost
6641 $41,8321
$41,832
1 s1,s42,4211
-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.
2/21/2023-WMM Rec Plan Est Rev 5.18 -07 March Rev 0 2023 White Mesa Mill
Volume Calculation -Cell 3
Reviewed 02/14/23
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 sqft
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. / 27 cubic feet per cubic yard = 14,592 cubic yard3
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. / 27 cubic feet per cubic yard= 327 ,495 c ubic ya rd3
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. / 27 cubic feet per cubic yard = cubic yards
Use~! ____ c_ub_l_c_y_ar_d_.3
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 ma intain the haul roads.
3,234,252 sq ft X 4 ft. I 27 cubic feet per cubic yard = 479,148 cubic yards
Use I 480 ,000 cubic yard3
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. I 27 cubic feet per cubic yard = 59,894 cubic yards
Use I 60,000 cubic yard 3
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 =
407 cubic yards
Use1 ___ 4_1_0_c_ub_i_c_ya_r_d _.3
2 ,139 cubic ya rds
Use I 2 ,2 0 0 cubic yard 3
2,610 cu bic yard 3
728 cubic yards
Use~! __ 7_3_0_c_u_bi_c_ya_r_d_.3
535 cubic yards
Use 550 cubic yards
d) Toe Apron No rock required
Total Rock Armor Cell 3 north Slope 730 cubic yard3
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
[19 X 19 X 5)/2 -(16 X 16 X 5)/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
[19.5 X 19.5 X 5)/2 -(519 X 19 X 5)/2] X 1750
84,219 cubic feet/ 27:::
Use
d) Rock Apron at toe of slope [2ft X 7ft wide X 1750 long] / 27 :::
16,593 cubic yards
Use! 16 ,600 cubic yard3
17,014 cubic yards
Use ! 17,100 cubic yard3
33,700 cubic yard3
4, 198 cubic yards
Use ! 4,200 cubic yard3
3, 119 cubic yards
3,200 cubic yards
907
Use ! 1,000 cubic ya rd3
Total Rock Armor Slope #7 5,200 cubic yard3
Volume Calculation -Cell 3 (can't) page 4
11) Cell 3 South Dike ( Slope #8 ) VOLUME DELETED. AREA FILLED WITH CELL 4A TAILINGS
a) Random Fill No existing Dike [(4 X 4 X 5) / 2] X 800 /27 = 1185 cubic yards
Use ! 1,200 cub ic yard3
Total Random Slope #4 1 ,200 cub ic yard3
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_cu_b_ic-:..ya_r_d3~
321 cubic yards
325 cubic yards
450 cubic yard3
Volume Calculation -Cell 3 (con't) page 5
Volume Summary -Cell 3
Top of Cell
West ( Slope #6)
South ( Slope #7 )
East ( Slope #9 )
Totals
Bridging
Layer
14,592
14,592
Lower
Random
327,495
410
16,600
344,505
Upper Rock Rip Rap
Clay Random Armor Filter
-480,000 60,000 0
2,200 730 550
17,100 5,200 3,200
1,200 450 325
-500,500 66,380 4,075
Volume Calculation -Cell 3 (con't) page 6
Cell 3 Reclamation
Cat 637 Resource Requirements
Volume Route Yds/hr % Equip. Hr.
Cell 3 Bridging Lift
Tailings Surface 14,592 C 447 100% 32 .7
Cell 3 Lower Random Fill
Tailings Surface 327,495 C 447 100% 732.9
Slope 6 410 C 447 100% 0.9
Slope 7 16,600 C 447 100% 37 .1
Slope 9 -C 447 100% 0.0
Total 344,505 771 .0
I
Trucklng Fleet Requirements
Cell 3 Upper Random Fill Volume Route Yds/hr % Equip. Hr.
Tailings Surface 480,000 C 447 100% 1074.2
Tailings Surface D 447 100% 0.0
Slope 6 2,200 D 447 100% 4 .9
Slope 7 17,100 D 447 100% 38 .3
Slope 9 1,200 D 447 100% 2 .7
Total 500,500 1120.1
Cell 3 Rock Armor --use Highway Trucks
;.
~
._ ....
' ,,
I
, .-
(
v ,-
1
·.(/ ,!,-t ·-:.I
ii I f \L : -'1
·(j i .. #
I
I I
·, ~ _.1
I ! . <._,
I ~
"' ,,.
('
,r
'••
' \ ,..,
\ ....
·' .· \.
'< '
-_,.,\~
,-. .,.;_ .,-
~
, \ .
I }'·i ~--;
r (,
I"
, .,,
_/;, ::::::. ,,
..,
I '
)I . ,,
Y:\ZllO\otll,t\mOOIOOl\coo\0'3--s.t'-1)11
CELL 3 NORTHERN SLOPE
COMMON WITH CELL 2
TYPICAL CROSS-SECTION
RIP RAP
CROSS-SECTIONAL
AREA: 15 SF
TOP OF ET COVER
RIP RAP BEDD ING
CROSS-SECTIONAL
AREA : 8 SF
TOP OF ET COVER
CELL 3 EASTERN EXTERIOR SLOPE
TYPICAL CROSS-SECTION
AREA: 18 SF
TOP OF ET COVER L ~~o~iSECTIONAL
~ --:-:::-:-:=---.,...,,=="'~-. _ /RIP RAP BEDDING °77 ~ .. ~ 1 ~:~xs;~~CTIONAL
RANDOM FILL
CROSS-SECTIONAL
AREA: 31 SF
f',".V,'<' -//'-.."'-:,,
~/·
EXISTING
,..,, ' ' GROUND
SURFACE
CELL 3 WESTERN EXTERIOR SLOPE
TYPICAL CROSS-SECTION
TOP OF ET COVER
RIP RAP
CROSS-SECTIONAL
AREA : 32 SF
_J
AVG . HEIGHT: 7 FT.
RANDOM FILL
CROSS-SECTIONAL
AREA : 123 SF
RIP RAP BEDDI NG
CROSS-SECTIONAL
AREA: 17 SF
PROJEt:T
fflL[
WHITE MESA MILL RECLAMATION
SLOPE AREA CALCULATIONS
CELL3
EXI STI NG
GROUND SURFACE
S MWH
'~EP2011
Fll BORROW
Cell 4A
RECLAMATION OF CELL 4A
RECLAMATION OF CELL 4A
Dewatering of Cell 4A
Resource Description
Dewaterin g of Cell 4A
Total Dewatering of Cell 4A
Place Radon Attenuation and Grading Layer
Resource Descript ion
Cat 637 Scraper
Cat 637 Scraper Operators
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
Cat D7 Dozer
Cat D7 Dozer Operator
Cat 14G Motorgrader
Cat 14G Motorgrader Operator
Equipment Maintenance (Butler)
Units
!hrs
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
Total Place Radon Attenuation and Grading Layer
Place Compacted Radon Attenuation Layer
Resource Description
Cat 637 Scraper
Cat 637 Scraper Operators
Cat 825 Compactor
Cat 825 Compactor Operator
Cat D8N Dozer With Ripper
Cat D8N Dozer Operator
Cat D7 Dozer
Cat D7 Dozer Operator
6,500 gallon Waterwagon
6,500 gallon Waterwagon Operator
Cat 14G Motorgrader
Cat 14G Motorgrader Operator
Equipment Maintenance (Butler)
hrs
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 637 Scraper hrs
Cat 637 Scraper Operators hrs
Cat D8N Dozer With Ripper hrs
Cat D8N Dozer Operator hrs
Cat D7 Dozer hrs
Cat D7 Dozer Operator hrs
Cat 14G Motorgrader hrs
Cat 14G Motorgrader Operator hrs
Equipment Maintenance (Butler) hrs
Total Place Water Storage Layer (42")
2/21/2023 -WMM Rec Plan Est Rev 5.1 B -07 March Rev 0 2023
Units
Units
Cost/Unit
$0.481
Cost/Unit
$287.42
$33.71
$152.57
$30.46
$134.29
$30.46
$111.63
$33.71
$29.67
Cost/Unit
$287.42
$33.71
$154.05
$27.24
$152.57
$30.46
$134.29
$30.46
$140.03
$27.24
$111.63
$33.71
$29.67
Cost/Unit
$287.42
$33.71
$152.57
$30.46
$134.29
$30.46
$111.63
$33.71
$29.67
Task Units Task Cost
62,4001 $30,0001
$30,000
Task Units Task Cost
295 $84,925
295 $9,961
74 $11,290
74 $2,254
74 $9,937
74 $2,254
74 $8,261
74 $2,495
517 $15,353
$146,730
Task Units Task Cost
197 $56,688
197 $6,649
50 $7,703
50 $1,362
50 $7,629
50 $1,523
50 $6,715
50 $1,523
50 $7,001
50 $1,362
50 $5,582
50 $1,686
447 $13,269
$118,691
Task Units Task Cost
197 $56,688
197 $6,649
50 $7,629
50 $1,523
50 $6,715
50 $1,523
50 $5,582
50 $1,686
347 $10,302
$98,295
Energy Fuels Resources (USA) Inc .
White Mesa Mill
RECLAMATION OF CELL 4A
Erosion Protection Layer (6")
Resource Description
Cat 637 Scraper
Cat 637 Scraper Operators
Cat O8N Dozer With Ripper
Cat O8N Dozer Operator
Cat 07 Dozer
Cat 07 Dozer Operator
Cat 14G Motorgrader
Cat 14G Motorgrader Operator
Rpck Mulch Cost Delivered
Equipment Maintenance (Butler)
Total Place Upper Random Fill
Place Compacted Outslope Fill
Resource Description
Cat 637 Scraper
Cat 637 Scraper Operators
Cat 825 Compactor
Cat 825 Compactor Operator
Cat O8N Dozer With Ripper
Cat O8N Dozer Operator
Cat 07 Dozer
Cat D7 Dozer Operator
6,500 gallon Waterwagon
6,500 gallon Waterwagon Operator
Cat 14G Motorgrader
Cat 14G Motorgrader Operator
Equipment Maintenance (Butler)
Total Place Compacted Outslope Fill
Rock Armor and Rip Rap Filter
Resource Description
Cat 07 Dozer
Cat D7 Dozer Operator
6,500 gallon Waterwagon
6,500 gallon Waterwagon Operator
Cat 14G Motorgrader
Cat 14G Motorgrader Operator
Rock Cost Delivered
Equipment Maintenance (Butler)
Total Place Rock Armor and Rip Rap Filter
2/21/2023 -WMM Rec Plan Est Rev 5.1 B -07 March Rev O 2023
Units Cost/Unit
hrs $287.42
hrs $33.71
hrs $134.29
hrs $30.46
hrs $134.29
hrs $30.46
hrs $111.63
hrs $33.71
CY $18.14
hrs $29.67
Units Cost/Unit
hrs $287.42
hrs $33.71
hrs $154.05
hrs $27.24
hrs $134.29
hrs $30.46
hrs $134.29
hrs $30.46
hrs $140.03
hrs $27.24
hrs $111.63
hrs $33.71
hrs $29.67
Units Cost/Unit
hrs $134.29
hrs $30.46
hrs $140.03
hrs $27.24
hrs $111.63
hrs $33.71
CY $18.14
hrs $29.67
2
Task Units Task Cost
86 $24,718
86 $2,899
29 $3,894
29 $883
29 $3,894
29 $883
86 $9,600
86 $2,899
14,000 $253,980
230 $6,824
$310,477
Task Units Task Cost
364 $104,621
364 $12,271
91 $14,019
91 $2,479
91 $12,220
91 $2,772
91 $12,220
91 $2,772
91 $12,742
91 $2,479
91 $10,158
91 $3,068
819 $24,299
$216,122
Task Units Task Cost
148 $19,875
148 $4,508
148 $20,724
148 $4,032
148 $16,521
148 $4,989
27,000 $489,819
444 $13,173
$573,642
Energy Fuels Resources (USA) Inc.
White Mesa Mill
RECLAMATION OF CELL 4A
Quality Control
Resource Descript io n
Qu a l ity Control Contractor
Total Quality Control
TOTAL RECLAMATION OF CELL 4A
Notes and Assumptions:
Units Cost/Unit
I hrs $6s.001
Task Units Task Cost
5991 $37,7371
$37,737
1 s1,s31,694I
-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.
3
Energy Fuels Resources (USA) Inc .
2/21/2023 -WMM Rec Plan Est Rev 5.1 B -07 March Rev 0 2023 White Mesa Mill
Volume Calculation -Cell 4A I Reviewed 02/15/23
1) Area of Cell 4A 1,785 ,960 sq ft = 41 .00 acres
7
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 yar~ = 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~l __ 1_9_a_,s_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~I __ 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! ______ c_u_b_ic_y_a_r_d_s__,
2/21/2023 WMM Rec Plan Est Rev 5 .1 B -07 March Rev 0 2023
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~! __ 13_2_,5_o_o_c_u_b._1c_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
Use~l ___ 33_,_o_oo_c_u_b_ic ___ ya_r_d_s__.
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
First Wedge [36 X 36 X 5)/2 -(36 X 36 X 3)/2) X 1600
= ####### 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.
Usel~--3~3~,"!!!'3"!!!'2"!""1_c_u""!'b""!"ic_y_a_r""!'d-s-,i
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_oo_c_u_b_ic_y_a_r_d_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~l ___ 7_,_8_o_o_c_u_b_ic ___ ya_r_d_s_
2/21/2023 WMM Rec Plan Est Rev 5.1 B -07 March Rev 0 2023
Volume Calculation -Cell 4A (can'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 = 5,815 cubic yards
6,000 cubic yards Use
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~,---8-5_0_c_u-bi_c_y_a-rd_s_
8 ,650 cubic yards
1185 cubic yards
Usel._ __ 1_,2_o_o_c_u_bi_c_y_a_rd_s_
6 ,333 cubic yards
Usel.._ __ 6_,5_o_o_c_u_bi_c_y_a_rd_s __
7 ,700 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
Use~! ____ 2_s_c_u_b_ic_y_a_rd_s_
c) Rip Rap Filter 6" thick -0.5 feet
10.84 cubic foot per linear foot X 1200 / 27
2/21/2023 WMM Rec Plan Est Rev 5.1 B -07 March Rev 0 2023
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 Clay
66,000 -
33,321
1,200
100,521 -
2/21/2023 WMM Rec Plan Est Rev 5.18 -07 March Rev 0 2023
Upper
Random
132,500
34,000
6,500
173,000
18 cubic yards
20 cubic yards
25 cubi c yards
Rock Armor Rip Rap Filter
33,000 0
8,650 6,000
25 20
41,675 6,020
Volume Calculation -Cell 4A (con'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 672 100% 295.5
Cell 4A Lower Random Fill
Tailings Surface 37,500 A 672 100% 55.8
Tailings Surface 28,500 A 672 100% 42.4
Slope 1 33,321 A 672 100% 49.6
Slope2 1,200 A 672 100% 1.8
Total 149.6
Trucking Fleet Requirements
Cell 4A Upper Random Fill Volume Route Yds/hr % Equip. Hr. per truck
Tailings Surface 132,500 A 672 100% 197.2
Slope 1 34,000 A 672 100% 50.6
Slope2 6,500 A 672 100% 9.7
Total 257.5
Cell 4A Rock Armor --use Highway Trucks
2/21/2023 WMM Rec Plan Est Rev 5 .1 B -07 March Rev O 2023
Clay Volume =
=
Trucking
Machine
980 Loader
D8N w/ ripper
Cat651 WW
Cat 825 Comp.
14G Patrol
5000 gal WW
Volume Calculation -Cell 4A (con'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/1 0 hours
use 0 hours
Hours
2/21/2023 WMM Rec Plan Est Rev 5.1 B -07 March Rev 0 2023
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 I 1.25 243 .2 cy per hour 196 Hours
Cell 4A Capacity 2018
Cell 4A Design Capacity
Remaining Capacity
Placed in Cell
Decommissioning Source Cell 1 Crystals
Cell 1 Cont Mat
Demo Mat
Demo Mat Vol
Mill Cont Mat
Cell 48 Cont Mat
Total Production deposited Total
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
2/21/2023 WMM Rec Plan Est Rev 5.1 B -07 March Rev O 2023
286,,89 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
',1,\2330\oclho .... 31001001\"""°':s--Sol\llCRROW
CREST Of·
EXISTING OIKE
CELL 4A SOUTHERN EXTERIOR SLOPE
TYPICAL CROSS-SECTION
TOPOF ETCOVO,\ "'
I,
at<=
Dl"lif..oDkt.
CELL 4B SOUTHERN EXTERIOR SLOPE
TYPICAL CROSS-SECTION
A.IP RAP BEDDING
CROSS-SECTIONAL
AREA 82SF
CIJEiTOf·
EXtsDwO.D41tE
CELL 4A EASTERN EXTERIOR SLOPE
TYPICAL CROSS-SECTION
IUP RAP BEDDING
CROSS-SECTIONAL
AREA: 42 SF
CELL 4B WESTERN EXTERIOR SLOPE
TYPICAL CROSS-SECTION
TOP OF ET CO\IEA
RANOOM FIU
CROSS-SECTIONAL
AREA: 180SF
PftOJ£CT
tm.E
-~l!iTll4G
GROUND SURFACE
WHITE MESA MILL RECLAMATION
SLOPE AREA CALCULATIONS
CELLS 4A AND 4B
<a))
11,\1£
SEP 2011
Fll.E NAME
MWH
BORROW
Cell 4B
RECLAMATION OF CELL 48
Dewatering of Cell 48
Resource Description
Dewatering of Cell 48 (1 Yr)
Total Dewatering of Cell 48
Units
!hrs
Liner and Contaminated Soil Removal
Resource Description Units
Cat 365 Excavato r hrs
Cat 365 Excavator Operator hrs
Cat 770 Truck (3 trucks in Fleet) hrs
Truck Drivers hrs
Liner Cutting (Laborer) hrs
Cat 07 Dozer hrs
Cat 07 Dozer Operator hrs
Cat 14H Motorgrader hrs
Cat 14H Motorgrader Operator hrs
Cat 988 Loader hrs
Cat 988 Loader Operator hrs
5000 Gallon Water Truck hrs
5000 Gallon Water Truck Operato hrs
Equipment Maintenance (Butler) hrs
Total Liner and Contaminated Soil Removal
South Dike Breach ·
Resource Descriptio n
Cat 365 Excavator
Cat 365 Excavator Operator
Cat 770 Truck (3 trucks in Fleet)
Truck Drivers
Cat 825 Compactor
Cat 825 Compactor Operator
Cat 08N Dozer With Ripper
Cat O8N Dozer Operator
Cat 07 Dozer
Cat 07 Dozer Operator
6,500 gallon Waterwagon
6,500 gallon Waterwagon Ope rate
Cat 14H Motorgrader
Cat 14H Motorgrader Operator
5000 Gallon Water Truck
5000 Gallon Water Truck Operate
Equipment Maintenance (Butler)
Total South Dike Breach
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
Cost/Unit Task Units Task Cost
$0.481 8,760 ! $4,2121
$4,212
Cost/Unit Task Units Task Cost
$205.78 110 $22,533
$30.81 110 $3,374
$153.80 219 $33,682
$24.93 219 $5,460
$20.08 110 $2,199
$134.29 110 $14,705
$27.86 110 $3,050
$111.63 110 $12,224
$30.81 110 $3,374
$210.67 110 $23,068
$27.86 110 $3,050
$104.97 110 $11,495
$24.93 110 $2,730
$29.67 767 $22,741
$163,684
Cost/Unit Task Units Task Cost
$205.78 83 $17,043
$30.81 83 $2,552
$153.80 166 $25,475
$24.93 166 $4,130
$154.05 83 $12,758
$24.93 83 $2,065
$152.57 83 $12,636
$27.86 83 $2,307
$134.29 83 $11,122
$27.86 83 $2,307
$140.03 83 $11,597
$24.93 83 $2,065
$111.63 83 $9 ,245
$30.81 83 $2,552
$104.97 83 $8,694
$24.93 83 $2,065
$29.67 745 $22 ,114
$150,727
2/21/2023 WMM Rec Plan Est Rev 5.1 B ~ 07 March Rev O 2023
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 Operato1
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 Operato
Cat 14H Motorgrader
Cat 14H Motorgrader Operator
Equipment Maintenance (Butler)
Total Topsoil Application
Rock Armor and Filter Layer
Resource Description
Cat D7 Dozer
Cat D7 Dozer Operator
6,500 gallon Waterwagon
6,500 gallon Waterwagon Operate
Cat 14H Motorgrader
Cat 14H Motorgrader Operator
Rock Cost Delivered
Equipment Maintenance (Butler)
Units Cost/Unit
hrs $205.78
hrs $30.81
hrs $153.80
hrs $24.93
hrs $154.05
hrs $24.93
hrs $152.57
hrs $27.86
hrs $134.29
hrs $27.86
hrs $140.03
hrs $24.93
hrs $111.63
hrs $30.81
hrs $104.97
hrs $24.93
hrs $29.67
Units Cost/Unit
hrs $287.42
hrs $30.81
hrs $152.57
hrs $27.86
hrs $140.03
hrs $24.93
hrs $111.63
hrs $30.81
hrs $29.67
Units Cost/Unit
hrs $134.29
hrs $27.86
hrs $140.03
hrs $24.93
hrs $111.63
hrs $30.81
CY $18.14
hrs $29.67
2/21/2023 WMM Rec Plan Est Rev 5.1 B -07 March Rev O 2023
Task Units Task Cost
177 $36,475
177 $5,461
709 $109,044
709 $17,676
177 $27,305
177 $4,419
177 $27,043
177 $4,937
337 $45,256
337 $9,387
177 $24,820
177 $4,419
177 $19,787
177 $5,461
177 $18,606
177 $4,419
2,110 $62,586
$427,103
Task Units Task Cost
109 $31,329
109 $3,358
27 $4,158
27 $759
27 $3,816
27 $679
27 $3,042
27 $840
191 $5,659
$53,640
Task Units Task Cost
99 $13,295
99 $2,758
99 $13,863
99 $2,468
99 $11,051
99 $3,050
24,119 $437,554
297 $8,812
Total Place Rock Armor and Filter Layer $492,851
Quality Control
Resource Description Units Cost/Unit Task Units Task Cost
Quality Control Contractor !hrs $63.00 ! 6401 $40,320!
Total Quality Control $40,320
TOTAL RECLAMATION OF CELL 4B 1 $1,332,s3s1
2/21/2023 WMM Rec Plan Est Rev 5.1 B -07 March Rev 0 2023
Volume Calculation -Cell 48
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 till 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 aAoader.
-The contaminated soil will be hauled to Cell 4A.
8) South Dike Breach
Volume to be removed= __ 1~,7_8_5~,9_6~0 __ x_(~1_ft-)_
27 ff/cy
-Assume approximately 750 feet of dike will be breached with 5H:1V Slopes.
66,147 CY
-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. 60,810 cubic yards
Use! 61 ,000 cubic yards
9) Grade the north and east slopes from 2H:1V to 5H:1V.
-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 feet/ 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 feet/ 27 = 55 ,625 cubic yards
Volume Calculation -Cell 48 (con't) page 2
2/21/2023 WMM Rec Plan Est Rev 5.18 -07 March Rev O 2023
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 feet/ 27 =
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 feet/ 27 =
d) Rock Apron at toe of slope [2ft X 7ft wide X 2,670 long] / 27 =
Total Rock Armor South Slope
1 0) Grade the south and west slopes from 2H:1V to 5H:1V.
-A dozer will be used to push down the slopes.
6) Topsoil Application
[36 X 36 X 5)/2 -(36 X 36 X 2)/2] X 1,520
= 2,954,880 cubic feet/ 27 =
-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 .
13,031 cubic yards
9,703 cubic yards
1,384 cubic yards
24 , 119 cubic yards
109,440 cubic yards
-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 = i 1 acres x 43,560 ft2 /acre x 0.5 f
27 ft Icy
Cell 4B 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
% Equip. Hr.
100% 166
100% 498
Volume Calculation -Cell 48 (con'!) page 3
2/21/2023 WMM Rec Plan Est Rev 5.1 B -07 March Rev 0 2023
Rock Armor and Filter Layer Production Cell 4B
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
2/21/2023 WMM Rec Plan Est Rev 5.18 -07 March Rev O 2023
99 Hours
Miscellaneous
MISCELLANEOUS ITEMS
MISCELLANEOUS ITEMS
Decontamination Pad
Resource DesCliption Units Cost/Unit Task Units Task Cost
Laborers hrs $20 .08 8,320 $167,075
Construct Wheel Wash Facility LS $180,000 $180,000
FaoiUtles constructed in 2000 & 2008 (S1 8 0 ,000)
$167,075 Total Decontamination Facilities
Chloroform System Operation and Reclamation
Task 1: Operation fora 10yearperiod. S 198,285
Task 2: Maintenance for a 1 O year period. $ 106,316
Task 3: Monitoring for a 10 year period. $ 770,078
Task 4: Reporting for a 10 year period. $ 103,763
Task 5: Chloroform System Abandonment _$ ___ 2_4~, 1_7_7_
Sub Total $ 1,202,620
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 S
4,430
6,864
8,413
3,921
23,628
Notes: The Nilrate Pumping System Operation is included in the Chloroform Pumping System Operation Costs.
There is only 1 Nitrate pumping wel l Iha! is not already included in the 13 wells associated with the Chloroform Pumping System.
Maintenance is scaled from !he Chlorolorm 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 cosl of $345 per quarter for 5 years ,
Reporting s scaled from the Chloroform estimate based on the ratio of total wells (6 Nttrate wells /37 Chloroform Wells and 5 years instead of 10 years)
Abandonment is scaled from the Chloroform estimate based on !he ralio of total wells (6 Nitrate wells/ 37 Chloroform Wells)
Slimes Drain Evaporation Pond
Resource Descripllon
60 mll HOPE Liner, installed
Cat 637 Scraper
Cat 637 Scraper Operator
Cat 825 Compactor
Cat 825 Compactor Operalor
Cat D7 Dozer
Cat D7 Dozer Operator
6,500 gallon Waterwagon
6,500 gallon Waterwagon Operator
Cat 14H Motorgrader
Cal 14H Molorgrader Operator
Equipment Maintenance (Butler)
Total Slimes Drain Evaporation Pond
TOTAL MISCELLANEOUS ITEMS
Units
sa. ft ,
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
2/21/2023 -10 53 AM· WMM Rec Plan Est Rev 5 1 B -07 March Rev O 2023
Cosl/Unit Task Units Task Cost
$0.85 960 ,000 $816,000
$287.42 100 $28,742
$33.71 100 $3,371
$154.05 25 $3,851
$27.24 25 $681
$134.29 25 $3,357
$30.46 25 $762
$140.03 25 $3,501
$27 .24 25 $681
$111 .63 25 $2,791
S33.71 25 $843
$29.67 200 $5,934
$870,514
S2,263,837i
Energy Fuels Resources (USA) Inc
White Mesa Mill
Harold R. Roberts, P.E.
From:
Sent:
To:
Subject:
Greg Corcoran < [e-mail] >
Friday, January 20, 2023 3:50 PM
Harold R. Roberts, P.E.
RE: Current HOPE Liner costs
Harold, good to hear from you. Doing well on this end, hoping the same for you .
I would use $0.85 for 60 mil HOPE, installed.
I need to get to Denver and will let you know when I do so we can catch up
Greg
From: Harold R. Roberts, P.E.<[e-mail]>
Sent: Thursday, January 19, 2023 12 :36 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
you suspect fraud, click "Phish Alert Report."
Greg:
Hope you had a great holiday season.
I am updating the White Mesa Reclamation costs and was checking to see what the current installed cost looks like for
60 HOPE.
If you get to Denver in the near future maybe we can get together for a quick drink and catch up.
Harold
rr~ l ..... -~ .. ____ ..,.,
· • --En ergy Fuels Resources (USA) Inc.
Harold R. Roberis . P.E.
t:303.902 .2870 I c: I f :303.389.4125
[e-mail]
225 Union Blvd ., Suite 600
Lakewood, CO 80228
ht .11www.energy!ue1s com
Chloroform Pumping System -Required Surety Estimate
Task 1: Operation for a 1 O year period.
Assumptions
The full Chloroform pumping and monitoring system has already been installed.
Operation will be performed by the Environmental Technician at $ 33.09
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 Quantitv Units Quantitv Units Cost
Daily Operation Checks -Labor 1 Hrs/Day 365 hrs/Yr $ 12,077
Weekly Operation Checks -Labor 3 Hrs/Wk 156 hrs/Yr $ 5,162
Measure Depth to Water Monthly 6 Hrs/Month 72 hrs/Yr $ 2,382
Pumping hours per well per quarter 1.1 Hrs/Day 401.5 hrs/Yr $ 16.00 Electric Power
Total per year $ 19,829
Total 10 years $ 198,285
Task 2: Maintenance for a 10 year period.
Assumptions
Maintenance will be performed by the Environmental Technician at $ 33.09 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 $245.
Heat lamp bulb replacement labor is included in daily operational checks.
Average of 14 heat lamp bulb replacements per year. Each bulb cost $10 .
Average of 3 pipeline freezing per year.
Clearing of a pipeline freeze takes 8 hours for 2 Environmental Technicians. No material costs .
Labor Material
Cost per
Item Quantity Units
Hours/
Year year Cost
Pump Replacement
Flow Meter Replacement
Heat Lamp Replacement
Frozen Pipeline Clearing
Task 3: Monitoring for a 1 O year period.
Assumptions
Analytical cost per sample= $169
45 samples per quarter
3 Replaced / year
4 Replaced / year
14 Replaced / year
3 Clearing / year
24 6600 $
16 980 $
0 140 $
48 0 $
Total $
Total 10 years $
Sample collection will be performed by an Environmental Technician and a Contractor Field Geologist.
Environmental Technician= $28.98 per hour. Field Geologist= $90.00 per hour
7,394
1,509
140
1,588
10,632
106,316
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 180 Samples/year $ 169 $/Sample $ 30,420
Sampling Labor -Environmental Techn 320 Hrs/year $ 33.09 $/hr $ 10,588
Samplinq Labor -Field Geoloqist 320 Hrs/year $ 90.00 $/hr $ 28,800
Field Geologist -Travel Costs 40 Days/year $ 180.00 $/day $ 7,200
Total $ 77,008
Total 10 years $ 770,078
Task 4: Reporting for a 10 year period.
Assumptions
Reporting will be performed by the Environmental Technician at $ 33.09 per hour
Environmental Technician will be local labor hired by a DWMRC Contractor. A 15% markup has been applied to the actual labor rate.
Energy Fuels Resources (USA) Inc.
2/21/2023 WMM Rec Plan Est Rev 5 .1 B -07 March Rev o 2023 White Mesa Mill Surety Estimate
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 $3,000.
Item · Quant itv Units Quantitv Unit Cost
I Report Preparation
!Contamination Analyisis
Task 5: Chloroform System Abandonment
Assumptions
I 160
4
I Hrs/year I$
pervear $
Pumps and well head enclosures will be loaded on a flat bed truck by hand.
33.09 $/hr
3,000 $/Quarter
Total 10 years
Abandonment will be performed by the Environmental Technician at $ 33.09 per hour
$ 5,294
$ 12,000
$ 103,763
Wells will be abandoned in accordance with State of Utah Administrative Code R655-4 subsection 14.9
Flatbed truck with operator costs $55/hr.
Assumed 1 hour of labor to remove each pump and enclosure.
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 by filling will Hole Plug.
Hole Plug Material cost estimated at $2 per loot of well .
Average well depth of 120 feet.
There is 2,600 feet of underground electrical line and 3,850' of pipeline.
The HOPE pipeline and power line will be uncovered with a 365 Excavator.
The 365 Excavator is estimated to excavate or backfill 412 feet per hour.
The 365 Excavator costs $140.27 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.
Item Quantitv Un its Labor Hrs
Pull pumps and remove enclosures 13 Pumping Wells 13
Abandon All Wells -Labor 38 Wells 38
Abandon All Wells -Materials 38 Wells 0
Landfil Charaes 1 Surcharge 0
Excavate and Backfill Pipeline Trench 12,900 Linear Feet 39.31
'
2/21/2023 WMM Rec Plan Est Rev 5.18 -07 March Rev 0 2023
Equipment
Hours
13
0
0
0
31 .31
Total
Total Cost
$ 1,145.13
$ 1,257.30
$ 9,120.00
$ 5,000.00
$ 7,654.40
$ 24,176.83
Energy Fuels Resources (USA) Inc .
White Mesa Mill Surety Estimate
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 ($118 .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
Product Material Feed
Required (CY) Reject Factor to Plant (CY)
Rip rap material fed to plant 54,000 25.0% 67,500
Rip rap bedding material fed to plant 21,000 10.0% 23,100
Rock mulch fed to plant 25,000 10.0% 27,500
100,000
PRODUCTION OF RIPRAP
Resource Descri pt ion Units Cost/Unit Task Units
Labo re r hrs $31 .24 1,100
Cat D8N Dozer With Ripper hrs $152.57 367
Cat D8N Dozer Operator hrs $36.35 367
Cat 980 Loader hrs $132.04 1,100
Cat 980 Loader Operator hrs $33 .71 1,100
Screening Plant w/conveyors* hrs $90.32 1,100
BLM Usage Fee CY $1 .10 100.000
Contract Highway Trucks -Bellydumps** hrs $123.03 3,497
Equipment Maintenance (Butler) hrs $29.67 1.467
Mob/Demob, Screen Setup, screen cloth LS $10,618.39 1
Total Production of Rip Rap
RIPRAP COST PER CUBIC YARD DELIVERED
• Cost Quoted from Power Motive Corporation, Denver, Colorado updated February 2, 2021
Cost for screen and conveyors , 176 hours per month for one month
Costs ,escalated by 5 .0% for 2022 Estimate
Plant
Throughput
(CY/hr)
122
122
122
Task Cost
$34 ,359
$55,943
$13,327
$145,247
$37,084
$99,354
$110,000
$430,192
$43,5 14
$10,618
$979,639
$18.141
$ 14,900.00
Mob and Demob -$
Screen Cloth $
Escalated by 6.45% for 2023, estimate (CPI-U)
6,147.49
Hourly PM Expense
Screen Setup
$
$
1,676.59
5.66
2,794 .31
Escal ated by 6.45% for 2023 est imate (CPI-U)
Plant
Operating
Hours
600
200
300
1,100
•• Cost quoted from Dennis Cosby , Cosby Trucking, Inc ., Blanding, Utah, Updated 02/12/21 . See attached Record of Telephone Call
(includes ownership expense, fuel, maintenance and operator) Escalated by 5.0% for 2022 estimate
Escalated by 6.45% for 2023 estimate (CPI-U)
Energy Fuels Resources (USA) Inc.
2/21/20 23 -11 :07 AM -WMM Rec Plan Est Rev 5.1 B -07 Marc h Rev 0 2023 White Mesa Mill
Record of Telephone Call
Callto: De,U,v/5 Giv
I
Company: C.s /,~ /4tt c/oA.IS r //
Phone No: (:/ 3i) L-/5'9,,.. ij /I Z:.
Date: ;:::;{ / 2 r Z (} Z I
J
Subject: £~/!Lu/4 C At<-~/J.o/
/ /
Notes:
(l{ ~/tJ ~f'ff .<!!J; ,h
Comments:
p /~e,(uk~ .:
~ cl/ e -e«,,,/4/4,
-f:-tel
-/41 q/.u la ,,of7,</c-e
_ I ,1-yc.5' 1 i~--f",(,),>-e-
o U) µM 1, I'/ tC1> I
Page_L_ of_!_
OZ -ZC --cZ
Harold R. Roberts, P.E.
From:
Sent:
To:
Subject:
Attachments:
Harold-
Steven D. Hancock
Tuesday, February 2, 2021 6:05 AM
Harold R. Roberts , P.E.
WMM Surety updates
Scanned from a Xerox Multifunction Pr inter.pdf
A few replies from yesterday are shown below, and one is attached.
PowerMotive
Gran it Seed
Marian Equipment.
Thanks
Steve
Powermotive:
St even
Please see our 2021 Rates Below.
GT165DF: Track Mount Self Contained 2 deck screen
Monthly Rental Rate: $14,2000.00 per 176 hours of use or 28 days
Hourly PM fee : $5.07
GT205S : Track Mount Self Contained 3 deck screen
Monthly Rental Rate: $14,50.00 per 176 hours of use or 28 days
Hourly PM fee: $5.07
E1Ju.,~ t/ ~
f;:;4-2tJ Z Z 6·/4w-e '/4
~i9tJO/;ll Aott1t.S
Does not include : Screen Media, Installation of Screen Media, Equipment Set-up, or Freight
Equipment offered is subject to availability, or prior sale.
Thanks,
/,. ..j.,SAFETY,
1~~~
~g
TIVE CORFORATIOll ~
l'ELL EN
Eric Smallwood
Aggregate I Asphalt Product Sales Mgr.
Mobile I 719-322-6620
esmallwood@p owerm o tivecorp.com
2259 Commercial Blvd .
Colorado Springs, CO 80906
1
!:"~~ nok d'AJ
~~M~ l"Y .Ci
ZotJ> r;?I,.
GT205S
Trac k-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
-NEMA-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
Hydraul ic 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)
Opt ions Application Pa rameters
-2 or 3 deck Vibrating Screen Configuration -Maximum Feed to Grizzly: 24" 1730mm
-Hammer Mill Sh redder -Grizzly Spacing : 6" 1152mm
-Wireless Track Remote -Maximum 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 li eu of 12' Hopper Feeder -Side to Side: 1% grade
-2-deck Vibrating Screen Configuration -Front to Back: 3% grade
-Rinser Package: Includes spray bars and collection flume (ILO
fines conveyor) Physical/Operating Characteristics
-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 will 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
r
KP .JCI ASTEC
A ASTEC COM~IES MOBILE SCREENS
Kolberg-Pioneer, Inc.
700 West 21st Street;
Yankton, SD 57078
1 [phone]
ma [e-mail]
www.kpijci.com
Operating Height 22 '6" 6.86m
Travel Height 11' 10" 3.61 m
Operating Width 59' 9" 18.26 m
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
NOTE: CONSULT FACTORY FOR EXACT DIMENSIONS, specifications are subject to change without notice.
Bec~use ~bag-Pioneei. lnc..Johnson Crushers ln1ematlonal. Inc.and Asrec Mobile Screens_ Inc. may use ,n their catalog and llrerarure,
fietd photogtaphs of their plOducts which may have been mod flied by 1he owners. products furn~hed by Kolbefg-Ploneer, Inc. Johnson
CI\Jshers ln1ern.i1lonal . Inc;. and Astec Mobile Screens, Inc. may not nea!Ssarily be as illus trated 1hereln. Also conlinuous design progress
makes Ir necessary tha t specllications be subject 10 crninge wlthoul notice. All sal~ of the products of Kolberg·Pklneer, Inc. Johnson Crushers
In ternational, Inc.and Astec Mobjle Screens,_ locare sul?)ecc iO the p,ovlslons of their standard warranty. Kolberg-Pioneer, Inc. Johnson Crusher1
lncernallonal, Inc. and Asrec Moblle Soeeni,. Inc. do not warrant or rep,esenl lhat their products m.et any fedeta\ state, or local stann:es. codes.
ordinances. rules. standards or other regulations. indudlng OSHA an d MSHA. covering sa fety, pollutloo, electncal wiring, etc. Canpliance With
these sra rutes and rC?gu lat ions is the respons/bli ty of lhe user and win be depencllmt upon the area and the use ro which the produce ts P\)C by
rhe user. In som e phO{ographs, guards may hove ~ removed for lllustr atlve purposes only. This equipment should not be operated Wl lhoul
•~ gu;irds attached In their normal PQslr:!on. Placement of guards and other safety equfpmenr is often deJlef'dem upon the area and how the
product Is used. Asafew midy should be made by the user ol 1he appllcaoon. and . If requl~ al'.ldltional ~ warning signs and other sa(ecy
devices should be installed by the user. whereve< ap p,~1e before ope rallng lhe products. Rev . 09/17
GT1 65 ° KPJ .. ~CI " ASTEC
ASTEC COMPANIES MOBILE SCReENS
Track-Mounted Screen
1
Vibrating Screen Bottom Deck Overs Conveyor
-5' (1.52ml x 16' (4.88m) top deck and 5 (1.52ml x 15' (4.57ml -One (1) 31' (9.45m) x 36" (900mm) fold out design
bottom deck -Hydraulic variable speed
-950 RPM adjustable amplitude -Hydraulic discharge height adjustment
-Access ladder with wrap around walkway -Chevron belt, vulcanized
-Hydraulic controls for variable angle operation
-Modular top deck design Fines Conveyor
Discharge end of screen raises for cloth changes -One (1) 31' (9.45m) x 36" (900mm) fold out design
-Hydraulic variable speed
Hopper/Belt Feeder -Hydraulic discharge height adjustment
-10.5 cubic yard heaped capacity -Chevron belt, vulcanized
-Impact bed
-17' (3.96m) x 54"(1400mm) belt feeder Chassis
-Hydraulic variable speed dual motor drive -15" channel frame
-HD vulcanized belt -Track mount design
-Hydraulic fold for transport -Pendant remote control
Overs Conveyor Power Unit
-One (1) 20'(6.lOm) x 54"(1400mm) -Cat 129 Tier Ill diesel engine
-Hydraulic variable speed drive -Oil cooler
-Impact bed -120gal/454L fuel tank
-Chevron belt, vulcanized -130gal / 492L hydraulic oil reservoir
-Hydraulic discharge height adjustment -Engine mounted hydraulic pumps to operate all plant functions
-Folds for transport -NEMA-4 rated instrument panel
-Emergency stop
Underscreen Conveyor
-One (1) 17' (5.18m) x 48" (1200mm) fixed conveyor
-Hydraulic variable speed, adjustable backboard
-Primary belt cleaner
-Options Physical/Operating Characteristics
-Punch plate top deck (flat or crowned) Dimension Standard Metric
-Gri zzly bars top deck
-Tine deck top deck 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" 3.08m
-HD hydraulic grizzly for hopper Travel Length 50' 4" 15.36 m
-Standard steel screen cloth both decks Travel Height 11' 10" 3.63 m
Feed Height (Front Feed) 11'5" 3.51 m
Feed Height (Side Feed) 13' 3" 4.05 m
Ma ximum Feed 24• 610mm
Unit Weight 75,000 lbs 34,019 kg
I
30 1/l
-------248 1/16 -------
9 9l16
roa-----24 t l}S-------
-----------------616 U /'16 --------------
KPB-JCI ASTEC
ASTEC COM~IES MOSILE SCFIEENS
Kolberg-Pioneer, Inc.
700 West 21st Street,
Yankton, SD 57078
1 [phone]
ma [e-mail]
www.kpijci.com
NOTE : CONSULT FAC TOR Y FOR EXACT DIMENSIONS. specifications are subject to change wit hout notice.
Because Kolberg-Pioneer, Inc. Johnson Crushers lntematicnal, Inc. and Astec Mobl!e Screens. Inc.may use In their cat.ilog and literature.
field photographs of thei r p,oducts which may hillle been modified by the own~ products furnished by Kolbl!1g-Pl0neer, Inc., Johnson
Crushers lnremat onal, Inc. af1(I Astec Mobile Scleens, Inc. may not necessanly be as Illustrated theiern. Also continuous design ~,ess
make<s It necessary that specifications be subject to change without nouce. All sales of the products of Kolberg-Pioneer, Inc. Johnson Cro!hers
lnte rna tlo<1al, Inc and As!ec.Mobfle Screens. Inc. are subject to the provlSions of their standard warranry, Kol~•Ploneer, lnc,Johnl0f1Ctushe!s
lmemalfonal, Inc. and Mee Mobile Screen~ lnc. do not warrant or represent that their products meet any federal. state.or local sratutes,codes,
ordnances. rules. s(andards or other regulations, Including OSHA and t,,ISHA, CO\leling.safery, pollution, elecuical wiling, e1c. (on,pllance wi1h
these starutM and regulat,lons Is lhe ll'Sponsiblll ty of the user and v..11 be depend ent upon the area and the use to which !he Jl'OOUCt is put by
the user.I n some phorographs. guards may have been removed for Illustrative pvrposes only, Thls equipment should nor be ope,ated wit/lOIJt
all guards atrached fn their normal position. Plarenent of guards and othef w'ety equlpme.nt ts often dependent upon the area and how the
producr Is used. A safety s1ud y ~hould be made ~ the user or !he appllcalior\, aod, lf requ/Rd additional guards, warning signs and other safety
deV1CeS lhoul(! be lnsralled by the user, wherever appropr iate before operating the products. Rev, 09/17
Equipment Costs
EQUIPMENT COSTS
WHITE MESA MILL RECLAMATION COST
HOURLY EQUIPMENT COSTS 2022 DOLLARS, Escalated by 5 0% for 2023 Estimate
Equipment rates quoted from North Central Rental & Leasing, LLC. 12 month rental period
February 22, 2022
I ...... I "'" I FUEL I FUEL(i! I T-.M111on
Units
4
1
I ..,,,., ... , I -· I 'UHi~ I IOH11t1rW6ib I l!xPnff0411ll.l I u....,, I ,un I
637G Scraper
DST Dozer
D7E Dozer
825H Compaclor
980 H/K Loader
9B8 H Loader
770 Haul Truck
374F Excavator
6500 gal Water Truck
5000 gal Water Truck
14H/Ripper Motor Grader
~.5"5
20,900
18,600
18,600
16,000
28,750
19,850
27,000
13,350
11,500
14,600
Cal 320 Trackhoe w/ Shear, Marion Equp $ 29,040
Quote from February 1, 2021, escalaled by 10% for 2023
Small tools allocation -Demolition -
$1 .70/mechanic labor hour for
oxygen/acetylene, expendables
Monthly
Maintenance
Fial Rate
Butler E9uiement Maintenance Cost $110,250
2116 /2022, escalated by 5% for 2023
Crane Renlal Rates MQr.'f~Y
70 Lon Hydraulic Crane 12,679
40 ton Hydraulic Crane 8,269
196.28 152.00
118 75 98 00
105 68 87 00
105.68 87,00
90 91 76 00
163 35 135 00
112.78 93 00
153,4 1 127 00
75 85 63 00
65 ,34 54 00
82 .95 70 00
165 00 99 00
Buller
Maintained Planned
Equipment Operating
Planned hours/month
Operating (other
Hours/month equipment
3,740 570
t, ... ,. -· _......_D
72.IM 2.19
46,98 2 19
Rental Rates updated from Honnen Equipment, 02/16/2022, escalated by 5.0% for 2023
Power Motive -Screen deck and conveyors, Replacement Cost
2120/2023-1:52 PM-WMM Rec Plan Est Rev516-07Maro:h Rev0 2023
187.,42 15.20 23.S
114 .60 8 .15 8,5
101 .95 7 ,60 7,0
101 .95 7 .60 13.0
87.93 8 40 9,0
157.68 10 ,50 11 ,0
108 83 12.10 8 ,5
148,13 12,60 13.0
73.28 7,10 17.0
63 ,07 5,95 10 ,0
80 ,36 7,40 5 ,5
151,80 Included Included
Total
Operaling Fuel Cost per
hours per Fuel Usage month, 21
month per day, gal, days
4,310 10 $ 710 85
FUE"L '""' "''°" .....
15.0 50.78
10.0 33.85
79.55:
28 77
23 70
44 .01
30.47
37 24
28.77
44 .01
57 55
33.85
18 62
Included
'TOlAI.
<O<f
$125.01
"8l.02
5.25
1,05
1.05
0.50
5 25
5 25
4.10
1 05
2 ,10
2 .10
5 25
Maintenance
Cost per
Operating
Hour
·s1!161
TOTAL
COST
$287.42
S152,67
$134.2ll
S 15'4 .0S
SI ..?,°'
5.210.67
s1 suo
S20U8
$14 0.03
S104.97
S11 1.63
$)01 ,80 !
□
Mob/Demob
! 1:m-200
Mobl0em1:1b
s""""ffi6
s m
Mob/Demob I Mob/Demob I Operatina Hrs 1
Der machine I
S4S;620
$30,450
$27,000
$27,000
$27,700
$33,600
$27,200
$51,500
$17,850
$14,200
$22,000
TOlall I
S182,480
$30,450
$27,000
$27,000
$27,700
$33,600
$108,800
$51,500
$17,850
$14,200
$22,000
$542~
Mob/Dll mob
Sl,IDl
per fl'onln 1
880
220
220
220
220
220
880
220
220
220
220
3,740
Replacement Cost
S 2,040,000
S 675,000
S 610,000
$ 275,000
S 325,000
S 370,000
S 2,080,000
S 460,000
S 275,000
S 210,000
S 275,000
475,000
280,000
210,000
220,000
8,780,000
96,580
~f~i:MIIP't~tu:W'"'=
\',nt,i!ol.t.11,,\,1
Attachment A
Energ~ Fuels Resources {USA} Inc.
Equipment Package Quote: Blanding, Utah
February 2023
2022 prices esclated by 5.0% for 2023 Costs, as summarized below
1 MINIMUM
GUARANTEED TOTAL**
MONTHLY HOURS I EXCESS NUMBER OF
I
FREIGHT
I -------
RENTAL ALLOWED HOUR MONTHS RATE CHARGES
MODEL I QTY RATE PER MONTH CHARGE BASED UPON TO & FROM I I I I
*637G/K 4 $34,545 ea. 176 ea. $152 ea. 12 ea. 45,620 ea. I I
D9T RIPPER ! 1 26,670 176 126 12 33,725 I
D8T RIPPER I 1 20,900 176 98 12 30,450 I
I
D7E/RIPPER I 1 18,600 176 87 12 27,000 I
' i
825K I 1 18,600 176 87 12 27,000
I
9801</M I 1 16,000 176 76 12 I . 27,700
*988K I 1 28,750 176 135 12 ·1 33,600
*770G 4 I 19,850 ea. I 176 ea . 93 ea . 12 ea. 27,200 ea.
I I
374F 1 I 27,000 176 127 12 51,500
I I J
6,500 GAL. Water Wagon 1 13,350 176 63 12 17,850
I
·•· 5,000 GAL. Water Wagon 1 11,500 176 54 12 14,200
I
I I ' ! 14M/RIPPER 1 14,600 176 70 12 22,000
I ·•·
16M/RIPPER 1 20,500 176 96 12 26,250 I
'
I
* PLUS TIRE WEAR ! --I ** INCLUDES ASSEMBLY AND DISASSEMBLY
I
The charge for two service technicians working fifty (50) hours per week, maintenance and lube trucks, parts and
service trailers, and overhead would be $110,250 per month 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.
!-! ____ I_ --__ L _ _ _ __ ------_ l -
Del ivery and re cei v ing mobilization ch a rg e is $60,100 each way.
-·1
l
MAINTENANCE
RATE
PER HOUR
$15.20 ea.
9.45
8.15
7.60
7.60
8.40
10.50
12.10 ea .
12.60
7.10
5.95
7.40
8.40
~
r -~;;RTH
\.....5NT RA L
RENTAL & LEASING LLC
A Subsidiary of Butler Machinery Co.
February 4, 2021
Energy Fuels Resources (USA) Inc.
Attn: Steve Hancock
6425 S Highway 191
Blanding UT 84511
Dear Steve,
3401 33 rd Street Southwest
Po Box 9559
Fargo, ND 58106-9559
Phone [phone]
Fax [phone]
Thank you for the invitation to quote Energy Fuels Resource (Energy) the equipment
needed for their mining project in Blanding, Utah. North Central Rental & Leasing,
(NCRL) respectfully submits our proposal for a maintained fleet of Caterpillar machines.
Listed on Attachment A, you will find the models, quantities, monthly rental rates, hours
allowed per month, excess hour charge, guaranteed number of months rates are based
upon, total freight charges and the maintenance rate per hour for materials only.
All rates shown on Attachment A do not include any state, local, property or any other
taxes that may be applicable.
Rates are based upon electric hour meter readings that are attached to the dash of each
machine. Rates are based on 176 hours of use each month. Excess hour charges, if any,
will be calculated and invoiced at the end of the project. There would be no credit issued
for any hours under the allowed during the term of this proposal. If Energy elects to
double shift machines, then NCRL would invoice those hours at the end of each month. (To
figure the double shift rates, take the excess hour rate shown on Attachment A times the
number of hours).
Rates are based upon a minimum guarantee of 12 months and a package deal. This quote
is valid for 90 days.
*NOTE: Along with the majority of the rental industry, we have changed our hours
allowed to 160 hours per 4 weeks instead of 176. This resulted in a change in our excess
hour rates, however this quote is based upon 176 hours allowed per 4 weeks.
Maintenance and Repairs:
Maintenance: The maintenance rates per hour listed on Attachment A includes the
material part item only, such as oil filters , lubricant oils, grease, anti-freeze, batteries, fan
belts, lights and make-up oils. NCRL would invoice Energy actual hours used on machines
February 4, 2021
Energy Fuels Resources (USA) Inc.
Page2
at the end of each month. Our monthly maintenance charge would be $94,750.00 which
includes our labor, specialized lube trucks, support vehicles and equipment, specialized
tooling, scheduled oil sampling, parts trailers and inventories, mileage and travel expense.
NCRL will provide two (2) fuJl-time maintenance technicians on site fifty (SO) hours per
week on a schedule to be determined, Monday through Friday. Energy would have to
schedule the machines available for a time frame yet to be determined adequate for NCRL
maintenance personnel to perform the required maintenance. NCRL would invoice
Energy for the monthly maintenance charge at the start of each month.
Repairs: NCRL would be responsible for all repairs including parts and labor on our machines
other than failures caused by damages or mis-us,e. Repairs include items a minor as starters,
alternators, water pumps, hydraulic hoses, etc. to the major items such as engines, transmissions,
differentials, brakes, hydraulic pump and cylinders, etc. If time permits and E nergy requests
NCRL' technician to perform repairs or maintenance on their machines, our hourly charge
would be $140.00 per hour for standard time, $178.00 per hour for overtime and $205.00 per
hour for Sundays and holidays plus materials.
lVIobilization, Freight and Assembly Charges:
Mobilization: The mobilization charge of $57 ,250.00 includes the moving expense of our support
personnel, set up the job site, and transportation costs of our vehicles, parts and tooling
inventory to the job site. NCRL would charge the same amount to demobilize at the end of the
project.
Freight and As embly Charges: The freight and assembly charges listed on Attachment A are
based upon an machines shipped by truck to the job site.
Energy would be responsible for demobilization including disassembly and return freight on all
machines, parts, vehicles and equipment, at the end, or at any time during the rental period to
Rap.id City, SD.
NCRL would be responsible for freight to the job site for all stock order parts shipments,
emergency repair parts , maintenance parts, G.E.T. and bulk oil shipments.
Once the equipment has been deli vered and assembled, an inspection would take place. During
the inspection, a representative of NCRL and a representative of Energy will verify on the
Acceptance Report the condition of the equipment.
E~ergy 's Responsibilities Include:
Operators : Provide the operators as needed to operate the machines as stated in Caterpillar's
operating guide. NCRL will provide, at no expense to Energy, qualified training instructor for
the purposes of training operators. This training would take place on the jobsite at the initial
start up of the job and would include classroom, walk around, and in iron demonstrations.
Fuel: Supply and fill all fuel for equipment including NCRL's service vehicles.
February 4, 2021
Energy Fuels Resources (USA) Inc.
Page3
Damages: This includes glass breakage, bent handrails, stepladders, fenders, etc. NCRL's
normal policy for repairing damages to rental machines is to repair them when the rental period
is completed, however, if the damaged item is of a safety concern, we would repair the damages
as soon as possible after they occurred. An itemized list of the parts and labor required would be ,
provided to Energy prior to starting the repair, and invoiced at current list prices plus freight
upon completion.
Undercarriage and Tires: Energy would be responsible for all tire wear including tire
damages on the machines with an asterisk listed on Attachment A. Equipment would have
to be returned with same brand and model tires as when delivered, or prorated accordingly
by percentage of tire wear and condition at termination of rental period.
Upon delivery of machines, a rejpres entative of N CRL/BMC, a n:presentative of Energy
and a representative from an independent tire dealer or manufadurer would jointly verify
in writing the condition, percentage of wear, and tire-value. U pon termination of rental, we
would again have the representatives mentioned above determine the condition, percentage
of wear, and tire values. Any differences noted, would then be charged or credited to
Energy including both materials and labor.
Undercarriage wear on all track type machines would be NCRL's expense.
Ground Engaging Tools: E nergy would be re ponsible for all parts relating to ground
engaging tools (G.E.T.), i.e. cutting edges, ripper tips and protectors, bucket tips and
adapters, edges between adapters , wear plates on bottom of buckets and all mounting
hardware. NCRL would install these items on an as needed basis at the current Caterpillar
list price plus freight at no additional labor costs. All machines would be delivered with
new G.E.T. items and are to be ret urned with new.
Rates and conditions would be subject to change at time of commitment.
We wish to thank Energy Fuels Resources and you for giving us the opportunity to present
our proposal and for all the consideration we receive.
Sincerely yours,
North Central Rental & Leasing LLC
Butler Machinery Company
Joe{Ni,~fe
Rental Fleet Manager
Enc.
cc: Joyce Wittkopp, Asst. Rental Fleet Manager
Bureau of Labor Statistics
PPI Commodity Data
Original Data Value
Series Id: WPU057303
Not Seasonally Adjusted
Series Title: PPI Commodity data for Fuels and related products
Group: Fuels and related products and power
Item: No . 2 diese l fuel
Base Date: 198200
Years: 2012 to 2022
Year Jan Feb Mar Apr May
2012 322.0 329 .2 344.3 339.4 325.8
2013 318 .9 342 .4 321 .0 318 .3 307 .7
2014 308.5 322 .0 318.1 318 .7 316.5
2015 182 .6 191 .5 193.1 183 .8 202 .6
2016 119.2 113 .4 119.4 123 .6 144.4
2017 161.1 163 .5 161.3 162 .9 173.6
2018 229.4 226 .5 224.8 231 .8 251.1
2019 201.1 218 .3 239.3 237 .7 235.0
2020 214 .5 193 .3 169 .7 123 .6 108 .3
2021 232.9 264 .4 304.1 282 .0 318.8
2022 365.449 415 .354 503 .052 528.256 587 .939
36 Month Average
Source : Bureau of Labor Statistics
Jun
295.4
304 .8
308 .8
198.7
155.4
171 .5
261.4
204 .4
137.8
317 .8
665 .720
338.52
Jul Aug Sep Oct Nov Dec
298.7 324 .1 342.4 351.0 323.8 317.4
311 .6 319.3 328 .0 318.4 307 .0 314 .7
307.8 306.9 302 .3 283 .4 272.3 229.9
194.0 189.2 169 .4 173.5 167.4 130.8
157.6 149.8 163.1 159 .7 157.0 158 .8
179.6 188 .9 204.2 213 .5 223.7 223.8
256.9 254 .3 262.5 271.7 264.8 232.7
220.0 207 .2 218.4 220 .5 223.1 231.1
179.2 191.0 177.5 187.3 201 .1 224.6
326.966 322 .279 334.175 374.107 366.731 346.234
568 .603 497.425 548 .658 605 .641 585 .189 416 .994
Generated on : January 19, 2023 (03:10:50 PM)
Labor Costs
LABOR COSTS
seaclned wages
"'41i:y r ~t1•r,d \YMIR.1t n 2023 E1lmated Laber Rates .. 1565% 700~ 1505'!, 2015 2016 2017 2018-2019 2020 2021 2022 2023
I 102.5% '025% 1015% 1015~ 1015~ 1050% 1040%
Labor Burden Company Beneflls Fl1nge Costs-Labor cosUHR.
(FlCA,SUI (medlcel,llre on Over11me Labor Cost/HR--50 hour
LaborCl!laslflcath>n [tJ,,'lli' .. ···II'( ,..,,,. FUl,e\c lnsure,1t0 fruu: .. eoa ~ UDUC:o 111Ht hour.. overtime week
8,)lff MD• rs t.:.• s·.f.7£ S408 noi.ti:dt:t cost S2364 $5480
.,_,Of ~•pay
S23 04 $81 30 HMO P~t Taxu 765
w,; , ..
1.11;t,,,,•gts t~ $4 2€ 5403 "'°*~a,sl $831 SJ.4 ,03 $7 71 sso _,5 S.,,1.2:!UI ___ 0_60_
!,,:in.,or,r••~ 1~ •l i:(•9: .. 22 r,011ecd cost $141◄ $4113 $1354 S60 80 .. ~ .. 1565
(art;.:,n 1 ; i"I,'.:;. iSG! S2 85 r..1:1•~d~C'OSI $58B $24,11 $5 2B S35 26 S26.34
(,;-m,,.nlMJ,/Jns $11 ,.-i 't05t S211 $l&6 $392 $21 22 $3 32 $:10 93 $23.16
EJ, ,,c,an~ fF:i-! -.~ 71 S2 B1 no added c.osl $552 $23.46 .. 92 SJ4 29 S25.63
/1,:,r , •t ~ • ~ r, r le, 11"0 1.1-.J" SJ,. SI 78 $571 SJ1 24 $5 17 St595 S34.18
L:C!<-r ;r,;;.-,<.-.,,::.nv o1c,,i 1co """' $1h37 lC•O( S2 56 $1 .15 5371 $2008 Sl 11 $2922 $21.91
i=,c.,.•au ~ 125 13 SJ 93 $11' $5" SJO 83 S509 $45 J4 $33.73
f:'01/;!:1<" E~U F'tn'El,T •)PEc;'p-:'"~5
S. ;lh ~~) .'-Z SJ 18 $1 -4 1 .. 60 5'!4 93 .. 00 S315 50 $27.24
·:ran.,, :s:?7-'J7 S4 24 Sl 'lCI $6.i:i $.\32i ~5 53 $-4-891 $36.35
Lr,:; f.L.'•I .,,, >t:fl $514 $27 '36 '"' SlO ea $3046
',;,:,,,; .-:.11 53'3 >I,. .. ., SJ0,91 ., o, St-532 $33 n
L:.3~" ~ iz:·7) SJ,, SI 59 $5 1-4 $27 66 . .,, $40 88 Sl0,4G
r;:' ~ 'SD l~ S39J ., ,. i~6!! SJO S I S509 S4S • .l2 SJJ.71
ra,1.r:.;.:i;; :$31) S393 SI 76 55 6~ S30 SI 55 09 $4:1 J2 5JJ.71
T ~~t )2(/:.J S3 HI $142 $460 124 33 .. " $36 50 .$27..24
T, c, ... ,) '2flhl 5310 UA2 $460 $!4 3:J S4 00 53650 $27.N
H<11a; bin T31.0 oa not lnclud1 rLCA, worur co:np WMmpklfffllM, or <omp1nv benonu wllleh t,ncr1uo 111e CHC par IIOU"
Slate or Ut.ih-General Decision• Current Update UT130043, allaehed, 5 pages, 02i2712014 , I For comparison only, nol used)
Laber Burden Ccmp1my Benenis F1ln9e Costs-Lllbor Cost/HR
(FICf.,5UI (med1c111 , lire on Dvor11me L.11!:or Cosl/HR • -50 how-
Nonseei:lrled Wages t»t•it.Jl!t"' t,orr...-t!,lfr,n,""' fUI Ht-llr.wle .t:I C.! ,,lfflH.Cnl\ WllerCtn tH't how~ O\ler1111lo week
Stnvey Cl9w Member :.u,, f VUt S228 $102 $JJO $1187 S2 70 $2'5_,1 $19.48
Sa1r.ple c rew Membe r $1& . .$1 WVC 5228 $1 02 $330 $11137 S27il $25 ,1 $19.48
Mect1anlc:(Demot111om $15,U .tut, S2.l7 $1 06 $3.4.3 $18 51 ~2 BJ S26 ,& $20.25
Man115i1er/Englneer '"" "°' .. ,. .,,, 5120B $6~ 39 511.4B $97. ~e S71.75
Radel11m Sefely Off'lcer 1,4 1 !.e $0 0C 56 ,52 S292 ..... $51 09 .... S75 74 $58.02
Sec:-et1ry $15 BS ,.,, S2 .. $118 $3 82 $!0156 $322 $3009 $22.55
Cltrtc S1l 66 '"" S2 ,17 .. ., $31◄ $1700 $254 $'24 60 S18,52
Engineer M165 ''°' 56 ,52 $292 .... $51 09 . ... S7S,74 $56.02
t!rtttDnnH~T~ $2J .◄6 "°' S367 $1 64 $531 $28 77 $4.71 $4:'!,26 s:11.-41
SBfetyEnglneer $2346 iooc S3 ,67 $164 $531 $28 77 .. 71 $42,26 $31,47
MolnlenanceForeman $30 67 '"' 54,79 $214 $692 $3749 $632 $6633 S-41.06
Secur11yPenomeJ U .0J "°' S1.41 $0 S3 $204 $1107 $1.44 $1611 $1Z.00
Chemist .,. .. , 'S(IO( S3JM $1.72 $555 S3008 54 _95 $4◄ :.!l $32.01
\ .ti.),:r r.il-:.'1 hnc-ci I'll'\ :he-~0::1,.~;,.. i f r/.;;-r .. 1 ~-· ,",",r,1 n!1 ~ •~!JC'l
., -~~nr,d:i; 1 O"i, -:r.f\ ,;! li•,1119 1:,,.1-,1 l.ir .:i:•,1
~m tt.,,-.1 .~,_."'°'l.Sl "•tt0·•"l'f' -OXJJJ Cnllgf ~u~ 11u:1.1;;:_~ ~
Harold R. Roberts, P.E.
From:
Sent:
To:
Subject:
Logan Shumway
Friday, January 20, 2023 6:44 AM
Harold R. Roberts, P.E.
RE: Re: White Mesa Reclamation Cost Estimate
I think there was a 4% COLA this year.
eF , ,. , ... Energy Fuels Resources (USA) l11c.
Logan Shumway
(435-678-2221 x 119 I c I f:435-678-2224
L0Shurnway@e11ergyfuels .com
6425 S. Highway 191
Blanding, UT 84511
http I 1\1'/VV,energyfuels .c om
This e-mail is intended for the exclusive use of 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. <HRoberts@energyfuels .com>
Sent: Thursday, January 19, 2023 11:30 AM
To: Logan Shumway <[e-mail]>
Subject: Re: White Mesa Reclamation Cost Estimate
Logan :
As we discussed, I am updating the reclamation cost estimate and need to include increases in labor rates, if their were
any. Were the hourly workforce awarded any base pay increase during 2022??
Thanks for your help .
,fl_£ Energy Fuels Resources (USA) Inc.
Harold R. Robe,1s, P.E.
t303.902.2870 I c : I f:303.389.4125
[e-mail]
225 Union Blvd ., Suite 600
Lakewood, co 80228
ll.\!Q Jlwww.ene r_gJ11,1e ls com
Long Term Care
LONG TERM CARE CALCULATION
March 2023
Base Amount (Starting in Dec. 1978)
CPI-U December, 1978
CPI-U December 2022
$250,000
67 .7
296.797
Adjusted Long Term Care= $250,000 x (CPI-U most recent/ CPI-U Dec., 1978)
Adjusted Long Term Care $1,096,001
$ 961,869
Energy Fuels Resources (USA) Inc.
2/21/2023 -8:02 AM -WMM Rec Plan Est Rev 5.1 B -07 March Rev 0 2023 White Mesa Mill
Bureau of Labor Statistics
CPI for All Urban Consumers (CPI-U)
Original Data Value
Series Id: CUUR0000SA0
Not Seasonally Adjusted
Series Title: All ,terns in US city avera;ie, all urban cMsumers,
Area: U S city average
llem: All ,tems
Base Period: 1982-81~100
Years: 1984 to 2022
Year Jan Feb Mar Apr M•y Jun Jul Aug Sep Oct Nov Dec HALF1 HALF2
1984 1019 10? d ll)i' I' 103 I 103 ~ 103 7 11)11 1 1(),1 S 1050 053 105 3 105 3 1029 1049
1985 1055 106 0 10H 106 9 10; 3 107 6 107 8 10s o 108 3 i08 7 109 0 1093 106 6 1085
1986 100 6 109 3 1oe e 1C8 6 108 Q 100 5 100 5 100 7 1',0 2 110 3 110 4 110.5 109 1 110.1
1987 111;, 111 fi 11;, 1 112 7 113 1 113 5 1138 114 4 115 0 115 3 115 4 115 4 112 4 1149
1988 1 15 7 116 0 11(; 5 117 1 11: 5 118 0 118 5 119.0 119 8 120.2 120,3 1205 116 8 1197
1989 1211 121 6 122 3 1231 123 8 1241 124 4 12'1 6 125 0 125 6 125.9 126.1 122 7 125.3
1990 177 4 1280 1?8 7 178 !'l 1)9? 1?99 1304 n1 n 132 7 133 5 133 8 1338 128 7 132 6
1991 134 6 134 8 135 0 135 2 135 6 136 0 1362 136.6 137 2 137.4 137 ,8 137 .9 135 2 137 2
1992 1381 138 6 139 3 139 5 139 7 140 2 140 5 140 9 141 3 141 8 142 o 141 .9 139 2 141.4
1993 142 6 1431 14 3 6 144 o 1442 144 4 144.4 144 8 1451 145 7 145.8 1458 143 7 1453
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 8 159 3 158 6 1586 155.8 157.9
1997 1591 159.6 160 0 tcO 2 160 1 16U 3 160,5 16U 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 16, 1 167 9 163 2 168 3 168.3 165 4 167.8
2000 168 tl 169 8 1712 111 3 171 5 1:2 4 172 8 172 8 1i'37 114 o 174 1 174 0 170.8 1736
2001 1751 17 5() 176 2 1769 177 7 1700 177 5 177 5 170 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'.; 180.9 178.9 180 9
2003 181 7 183 1 184 2 183 8 183 5 183.1 183 9 184.6 185 2 185 0 184 5 184 3 183.3 184 6
2004 185 2 1862 187 4 1880 189.1 189 7 1894 189 5 1899 1909 191 0 1903 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 1987 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 208299 207 917 208 490 208 936 210 177 210 036 205 709 208 976
2008 211 080 211 .693 213 528 21'1.823 216 632 218 815 219 964 219 086 218 783 216 ,573 212 425 210.228 214 429 216177
2009 211143 212 193 212 709 213 240 213.856 215 693 215 351 215 834 215 969 216 177 216 330 215.949 213139 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 5'15 226.889 226.421 226 230 225.672 223.598 226.280
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 23 4 781 236 293 237 072 237 900 238 343 238 250 237 852 238 031 237 433 236151 23~.812 236 384 237.088
2015 233 707 234 722 236119 236 599 237 805 238 638 238 654 238 316 237 945 237 638 237 336 236 525 236 265 237 769
2016 236 916 231 11 I 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 241955 24,1 786 245 519 246 819 246 .663 246 669 246.524 244 076 246.163
2018 247 867 248 991 249 554 250 546 251 588 251 989 252 DOG 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 257.911 258 678 258 115 256 3E9 256 394 257 797 259 101 259 918 260 280 260.388 260 229 260.474 257 557 260 065
2021 261 58?. 263 014 764 877 267 054 ?.69 195 771 696 273003 273 567 274 310 276 589 277 946 278 802 266 236 275 703
2022 281148 283 716 267 504 289 109 292 ,296 296 311 296 276 296.171 296 808 298.012 297 711 296 797 288 347 296 963
Source: Bureau of Labor Statistics Generated on: January 18, 2023 (11:21:09 AM)
General Liability & Auto Insurance
General Liability and Auto Insurance
Project Life 7 years
GL Insurance per full year $ 16,000
Auto $ 3,200
Vehicles Vehicle Ins. GL Insurance
Year1 5 $ 16,000 $ 16,000
Year2 10 $ 32,000 $ 16,000
Year3 10 $ 32,000 $ 16,000
Year4 10 $ 32,000 $ 16,000
Years 10 $ 32,000 $ 16,000
Year6 10 $ 32,000 $ 16,000
Year? 3 $ 9,600 $ 16,000
$ 185,600 $ 112,000
Project Cost $ 297,600
2/21/2023 WMM Rec Plan Est Rev 5.1 B -07 March Rev 0 2023
Haul Routes
~ W2 \\
Random\
. H)
Fill
W5
Haul Routes
"OUICl
A •!El)
a .(WS I
C•(E2,El,U,£6,'7f
D •IW,5)
[-(W51
F•I IV1!
G0 IW41
1· It • I r,1 m :"iilc: Cc.1 nu1mjnau1d SoMtl
~ .
I
I l l ,.,w~l
.IJ J • ((tU l Com.tim1n.uicl ,,,J.t.trbl
K-I C!I
HAUL ROUTE SUMMARY
Bank
Cubic
Haul Travel Time Fixed Time Total Cycle Trips per Work Hour Yards per
Route (min) (min) Tlme(min) 1 Hour
A 1.1 1,6 2.68 18.7 672
B 1.4 1.6 3.02 16.6 597
C 2.4 1.6 4.03 J2.4 447
D 2 .8 1.6 4.36 11 .5 413
E 3.2 1.6 4.84 10.3 372
F 2.0 1.6 3-56 14.0 505
G 1.2 1.6 2.77 18.1 650
H 4.2 1.6 5.78 8.7 312
I 3.3 1.6 4.87 10.3 369
J 3.8 1.6 5.44 9.2 331
K 1.4 1.6 2,99 16.7 602
' 50 minute work hour (83 .3% efficiency)
JN -PLAC!;; l,!OLl,!MEi;i
t:.ros1on Hip H8p
Protection Rock Compacted Bedding Rip Rap Random Fill
Cell Bridging Layer Lower Random Clay Upper Random Layer Topsoil Mulch Outslope Fill Layer Annor 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 66,380 859,591
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
Subtolal: 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 •STQQ~elLE VOLl,!ME~
t:.ros1on Hip Hap
Protection Rock Compacted Bedding Rip Rap Random Fill
Cell Bridging Layer Lower Random Clay Upper Random Layer Topsoil Mulch Outslope Fill Layer Armor Subtotal (cy)
1 0 50,556 28,629 51,037 0 25,000 N/A 0 N/A N/A 101 ,593
2 0 15,400 0 474,200 0 0 N/A 0 N/A N/A 489,800
3 14,592 344,505 0 500,500 0 0 NIA 0 N/A NIA 859,597
4a 198,500 100,521 0 173,000 a a N/A 0 N/A N/A 472,021
4b 198,500 144,200 0 172,500 0 a N/A 0 N/A N/A 515,200
Mill a 0 a a 48,600 N/A NIA 0
Sub101a l: 411 ,592 655,182 28,629 1,371.237 0 73,600 0 0 0 0 2.438 .011
TOTAL : 2,439,000
Relative Compaclion in Stockpiles: 85%
HAUL RO!,!TE DESCRIPTIONS
In-
Stockpile
Haul Quantity
Route Material Source Material Type Material Destination (cy) Notes
Tailings Surlace and
A 1 EB random fill Outslopes of Cells 4A 227.000 227,000 CV (all) from EB
Tamngs Surlace of
B 2 WB random fill Cells 4A and 48 803,900 803.900 CV (B9%) from WB
veil 3 , allings
E2, E3, E4, ES, Surlace and
C 3 EB, E7, random fill Outslopes 420,000 All of slockoifes E2-E7
veil ~ , ailings
Surlace and
D 4W5 random fill Outslopas 213,600 213.600 (22%) from WS
veil ~ , aI11ngs
Surlace and
E 5 ws random fill Outslopes 376.600 376.600 CV (39%) from WS
F 7 W2 random fill Cell 1 101,593 101 .600 cv (18%) from W2
G 13W4 lODSOII Ceil 1 25,000 25.000 CV (29%) of W4
Miil:Sile
(Contaminated
H 14 Soils) Cell 1 N/A
I 15 W4 1opsoif Min Sfte 48.600 48.600 CV (57%) of S1ock0lle W3
,.,en 1
Contaminated
J 16 Material Cell4A N/A
K 17 E-1 topsoil Mill Area
Grade CalcuJatlons
Haul Route Lenglh (ft)
A 465
B 550
C 958
D 752
E 690
F 9 73
G 221
H 3,099
I 1,695
J 2,880
K 6501
Haul Route Lenolh (Ill
A 701
B 826
C 1,564
D 1.983
E 2,560
F 988
G 1,104
H 1,006
I 1,695
J 1,155
HAUL ROUTE Di §TANCES AND GRADES (LOADED}
Segment 1 Segment2
In itial El. Final El. Grade(%) Lenglh (It) lnilial El. Final El.
5,606 5,585 -4,5% 701 5,585 5,585
5,616 5,612 -0.7% 826 5,612 5,61'1
5,635 !'>,622 -1.4% 1,564 S,622 5,618
5,622 S,635 1.7% 1.983 5.635 5.638
5,608 5,623 2-2% 2.560 5,623 5,625
5,625 5,635 1.0 % 988 S,635 5,620
5,634 5,620 -6.3% 1,104 5,620 5,625
5,651 S,619 -1.0% 1,355 5,619 5,601
5,640 5,6 10 -1 ,8% 1,695 5,61 ,0 5.637
5,620 5,606 -0 ,5% 1,155 5,606 5,604
5,6401 5,6411 0 .2% sso l s.641 I 5.6421
HAl,!L !!Ql,!I!; Ol§TAN!;;!;S ANO ~RADE§ (EMPTY)
Scqmon12 Seqmenl 1
Initial El. Final El , Grade (%) Lenoih (Ill lnhialEI, Final El .
5,585 5,585 0 .0% 465 5,606 5,590
5,612 5 ,611 -0 .1% 550 5,6 16 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 -0.2% 1,007 5 ,637 5,622
5,610 5.637 1.6% 1,695 5,640 5.6 10
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%
-0 ,7%
-1.4%
1,7%
2.2%
1.0%
-6.3%
-1 .5°/o
-1 .8%
-0.5%
Total Dlslance
1,166
1,376
2,522
2 ,73S
3,250
1,961
1,325
4,454
3,390
4,035
1,300
Scrapper Specifications
Cat 637G
Estimated
Load (LCY) Load Factor Payload (BCV)
40 0.9 36
Assume 1 BCY =
Machine Weighl (Empty) =
Payload =
Machine Weight (Loaded) =
Calculate Usable Pull (Traction Limitation)
3,200 lb
114,744 lb
115,200 lb
229,944 lb
Percenlage of Weight on Driving Wheels (Loaded) = 49%
Percentage of Weight on Driving Wheels (Empty)= 59%
Usable Pull= Traction Factor• Weight on Driving Wheels
Traction Factor (med. firm earth) =
Usable Pull (Loaded) =
Usable Pull (Empty) =
Alllluoe Deration Factor @ 5,600 ft amsl =
Rolling Resistance (rutted/flexing dirt roadway w/ little
maintenance and no water) =
0 .5 page 27-2
56,336 lb
33,849 lb
1 page 27-8
5% page 27-1
TRAVEL TIMES
LOADED
Seginent 1 I
Haul I Travel Time (m i n) kength (ft) Route Length (ft) GR TR(%)
A 465 -4 .5% 0.5% 0.171 701
8 550 -1% 4% 0.2 85 826
C 958 -1 % 4% 0.458 1,564
D 752 2% 7% 0 426 1.983
E 69-0 2% 7% 0.407 2.560
6 1,31 0 ·1% 4% 0.624 2,1 80
F 973 1% 6% 0.513 988
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% 0345 2,180
G 221 -6% -1 % 0.024 1,1 04
H 3.099 -1% 4% 1.438 1,355
I 1.695 ·2% 3% 0.785 1,695
J 2,88~1 0% 5'/'.J 1.349 1,15~1
K I 650 0%1 5% 0 .3491 650
EMPTY
Segment2
Haul
Route Length (ft) GR TR(%) Travel Time (min) Lenglh (It)
A 701 0% 5% 0.37 465
8 826 0% 5% 0.42 sso
C 1,564 0% 5% 0.76 958
D 1,983 0% 5% 0.95 752
E 2,560 0% 5% 1.21 690
F 988 ·2% 3% 0.47 973
G 1,104 0% 5% 0.56 221
H 1,355 0% 5% 0.66 3.099
I 1.695 2% 7% 0,85 1.695
J 1,155 0% 5% 0.57 2,880
K 650 0% 5% 0.35 650
' Loaded using one (1) DB push
Segment2
IraveI IIme
GR TR(%) (min)
0% 5% 0.369 25
0% 5% 0.423
0% 5% 0.756
0'% 5% 0.954
0% 5% 1.21 5
0% 5% 1.042
-2% 3% 0.469
0% 5% 0.87.4
0% 5% 0.801
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 5%[ 0.349
Segment 1
I0Ia,
Travel
Travel Time Time
GR TR(%) (min) (min)
·3% 2% 0.17 1.1
-1% 4% 0.29 1.4
-1% 4% 0.46 2.4
-1 % 4% 0.43 2.8
-1 % 4% 0.41 3.2
1% 6% 0.51 2.0
-6% -1% 0.02 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 IThls is the only (MPH) number lhal needs to changed
TOTAL
Load Maneuver
Time and Spread
(min)1 Time(min)
1.0 0.6
1.0 0.6
1.0 0.6
1,0 0.6
1.0 0.6
1.0 0.6
1.0 0.6
1.0 0.6
1.0 0.6
1.0 0.6
1.0 0.6
I01aI
Cycle
Time
(min)
2.7
3.0
4 .0
4.4
4.8
3 .6
2 .8
5.8
4.9
5.4
3.0
MPH
25 I
With a 6% grade and a rolling resistance of 40 kg/
metric ton (80 lb/U.S. ton), find total resistance.
Rolling resistance = 40 kg/I+ 1 O = 4% Effective Grade
(English: 80 lb + 20 = 4%)
TYP ICAL FIXED TI MES FOR SCRAPERS
(Times may va,y depend ing on job cond ilions)
Model Loaded By Load Time (Min .) Maneuver
and Spread or Maneuver and Dump (Min .)
637K/PP Self load 1.0 min • M & S 0.6
Dozer (D-8} Productivitll: Determination -100' Push Distance
Work Efficiency,%: 0 .83 Assumes 50 minutes/hour
Ave rage Dozi n g Distance, FT: 100
Ideal Dozer Productivity LCY/HR 825 CAT Handbook
Adjusted Dozer Produc tiv ity LCY/HR 685
Wheel Loader {988} Productivitll: Determination loading 3@ 30 C.Y . Trucks
Work Effici enc y,%: 0 .83 Assumes 50 minutes/hour
Bucket Capacity (C.Y ) 10.0
Load Time, 3 loads/ truck (mi n) 1.65
Ideal Loader Prod ucti vity LCY/HR 1091
Ad j usted Loader Prod ucti vity LCY/HR 905
Haul Truck {770} Productivitll: Determination -3 1310' haul {Haul Route M}
Work Efficiency,%: ,
0 .83 Assumes 50 minutes/hour
Average Distance, FT: 3,310 Haul Route M
Ave ra ge Travel Speed 20 Miles per Hour
Truck Capacity (C .Y) 30.00
Load Time (min) 1.65
Haul Time (mi n) 3.76
Dump Time (mi n) 1.00
Cycle Time (min ) 5 .25
Ideal Truck Product ivity LCY/HR 343
A dj usted Truck Producti vity LCY/HR 285
H3l:draulic Excavator {365} Productivitll: Determination loading 3@ 30 C.Y . Trucks
Work Efficie nc y, %: 0.83 Assumes 50 minutes/hour
Bucket Capacity (C.Y) 6.0 Mass Excavation Boom, pg . 18
Time pe r Pass (m in ) 0.35 Cat Handbook, V 42 pg. 4-204
Load T im e, 5 pas ses / truck (min) 1.75
Truck Capacity (CY ) 30.0
Ideal Lo ad ing Productivity LCY/HR 1029
Adj usted Load in g Produ ctivity LCY/HR 854
H3l:draulic Excavator (365} Productivitll: Determination Digging a Trench
Work Effi c ienc y, %: 0.83 Assumes 50 minutes/hour
Bucket Capacity (C .Y) 6.0 Mass Excavation Boom, p g. 18
T ime pe r 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 Productiv ity CY/HR 1029
Efficency in uncovering pipe 50%
Linear feet per hour 412
Haul Truck (770} Productivitll Determination -3120' haul (Haul Route E}
Work Effic ie ncy,%: 0.83 Assumes 50 minutes/hour
Ave rage 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
Cyc le Time (min) 6.30
Ideal Truck Productivity LCY/HR 286
Adjusted Truck Product ivity LCY/HR 237
Haul Truck (770} Productivitl£ Determination -2680' haul (Haul Route C}
Work Efficiency,%: 0.83 Assumes 50 minutes/hour
Average Distance , FT: 2,680 Haul Route C
Av erage Travel Speed 20 Miles per Hour
Truck Capac ity (C.Y) 30.00
Load Time (min) 1.75
Haul Time (min) 3.05
Du mp Time (min ) 1.00
Cycle Time (min) 5.80
Ideal Truck Productivity LCY/HR 311
Adjusted Truck Productiv ity LCY/HR 258
Haul Truck (770} Productivitll Determination -2 1470' haul (Haul Route D}
Work Effic ien cy,%: 0.83 Assumes 50 minutes/hour
Average Distance , FT : 2,470 Haul Route D
Average TravelSpeed 20 Miles pe r 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 Product ivity LCY/HR 374
Adj usted Truck Produ ctivity LCY/HR 311
Haul Truck (770} Productivitll Determination -2 1810' 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 {770) Productivitv Determination -3960' haul {Haul Route Kl
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 Product ivity LCY/HR 248
Adjusted Truck Productiv ity LCY/HR 206
Haul Truck {770} Productivity: 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 {770} Productivitv Determination -2 1570' haul {Haul Route B}
Wark 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 {770} Productivit~ Determination -1 1150' haul {Haul Route N}
Work Efficiency, %: 0.83 Assumes 50 minutes/hour
Average Distance, FT : 1,150 Haul Route B
Ave rage Travel Speed 20 Miles per Hour
Truck Capac ity (C. Y) 30.00
Load Time (min ) 1.75
Haul Time (min) 1.31
Dump Time (min) 1.00
Cycle Time (mi n) 4.06
Ideal Truck Product ivity LCY/HR 444
Adjusted Truck Productivity LCY/HR 368
Haul Truck {770} Productivit~ Determination -2,030 ' haul {Haul Route O}
Work Efficiency,%: 0.83 Assumes 50 minutes/hour
Average Distance, FT : 2,030 Haul Route B
Averag e Travel Speed 20 Miles per Hour
Truck Capacity (C .Y) 30.00
Load Time (min ) 1.65
Haul Time (m in) 2.31
Dump Time (min) 1.00
Cycle Time (min) 4.96
Ideal Truck Productivity LCY/HR 363
Ad j usted Truck Producti vity LCY/HR 301
Mobilization and Management Support
Mobilization and Management Support
Office Facilities
Resource Description Units CosUUnit Task Units Task Cost
Install New Powerline LS $17 ,521 1 $17,521
Utilities for Offices months $1,168 36 $42,050
Temporary Office Trailer months $1,752 33 $57,819
Temporary Office Trailer, mob, demob LS $3,504 1 $3,504 ... * All Office Fac1l1t1es costs were esti mated 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 Machinery Mobilization
Other Equipment Mobilization
Drilling Contractor
Revegetation
Cranes
Total Equipment Mobilization
MANAGEMENT/SUPPORT
Resource Description
Manager/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
CosUUnit
$662,7801
$1, 1031
$8,500
$8,873
$3,749
CosUUnit
$65 .3 9
$650.00
$51 .09
$20.66
$17.00
$28.77
$37.49
$30.08
$11.07
$28 .77
$36.45
$64.81
$71 ,620.00
2/20/2023 WMM Rec Plan Est Rev 5 .18 -07 March Rev 0 2023
$120,895
Task Units Task Cost
1 $662,780
1 $1,103
1 $8,500
1 $8,873
2 $7,497
$688,752
Task Units Task Cost
6,240 $408,028
100 $65,000
6,240 $318,806
6,240 $128,937
4 ,866 $82,728
7,300 $210,030
6,240 $233,936
2,080 $62,564
18,720 $207,278
4,160 $119,688
6,240 $227,448
2,080 $134,800
7.0 $501,340
$2,700,583
$3,510,230