DRC-2010-002261 - 0901a0688016fa3d

DENISO
MINES
J>h
^^C-cPOIO-COS^lf^l
Denison Mines (USA) Cotp.
103017th Street, Suite 990
Denver, CO 80269
USA
Tel: [phone]
Fax:[phone]
www.denisonniines.coni
March 3, 2010
VIA OVERNIGHT DELIVERY
Mr. Dane L. Finerfrock
Executive Secretary
Utah Radiation Control Board
Department of Environmental Quality
168 North 1950 West
PO Box 144810
Salt Lake City, Utah 84114-4810
Re: Denison Mines (USA) Corp.
State of Utah 11e.(2) Byproduct Material License # UTI 900479
White Mesa Mill, Blanding, Utah
License Condition Number 9.5 - Surety Update
Dear Mr. Finerfrock:
Pursuant to License Condition No. 9.5 of State of Utah 11e.(2) Byproduct Material License #UT1900479, please
find enclosed two (2) copies, and a CD containing a scanned image, 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 4.0 of the Reclamation Plan, submitted to the Division
of Radiation Control ("DRC") on November 24, 2009. The revised reclamation estimate and surety amount is
$16,112,695, which is an increase from the current surety amount of $15,807,428. The attached updated
estimate represents a total revision to Attachment C of Revision 4.0 to the approved July 2000 Reclamation
Plan. This update is designated Revision 4.1 and should replace Attachment C in its entirety. The enclosed
copies are provided unbound, 3 hole punched. Also provided is a Schedule of Amendments dated March 3,
2010 to be inserted at the beginning of Revision 4.0 of the Reclamation Plan, indicating the revisions made to
Revision 4.0 of the Reclamation Plan.
The revised estimate was based on updated quotes for equipment rental, fuel, and subcontractor services, in addition
to increases in hourly labor rates. Documentation of the updated unit costs is included with the revised estimate.
Revisions to the cost estimate were also calculated for the projected conventional uranium/vanadium ore to be
transported to the Mill this year and, a small increase in the amount of barreled and bulk alternate feed currently stored
Letter to Dane Finerfrock
March 3, 2010
Page 2
on site. We have also included the additional cost for rip rap filter material requested by DRC staff as a part of the
Byproduct Material License renewal.
If you have any questions on the attached revised reclamation and decommissioning cost estimate please feel
free to contact me at [phone].
Yours very truly,
DENISON MINES (USA) CORP.
Jo Ann Tischler
Director, Compliance and Permitting
Enclosures
cc: Ron F. Hochstein, w/ attachment
Harold R. Roberts, w/ attachment
Rich E. Bartlett, w/ attachment
David Turk, w/o attachment
DENISO
MINES
J>LL
Revision 4.0
Denison Mines (USA) Corp.
White Mesa Mill Reclamation Plan
SCHEDULE OF AMENDMENTS
The following is a schedule that identifies all amendments made to the Plan since its date of
issuance on November 24, 2009:
Date of Amendment Section, Page, Table, Figure, Attachment Revision Date or
or Appendix, and Nature of Amendment Revision No., if
Applicable
March 3, 2010 Replaced Figure A-2.2.4-1 with revised March 2010
versIOn
March 3, 2010 Replaced Figures A-S.I-I, A-S.I-2 and A-March 2010
S.I-3, with revised versions
March 3, 2010 Added January 29, 2010 Technical March 2010
Memorandum from MWH Americas, Inc. to
the end of Attachment G to the Plan
March 3, 2010 Replaced Figure 3.2.3-1 with revised version March 2010
March 3, 2010 Replaced Fonns Nos. F-23, F-2S and F-26 of N/A
Attachment B, with revised versions
March 3, 2010 Replaced Attachment C in its entirety Revision 4.1
OENISOJ)~~
MINES
Attachment C
Denison Mines (USA) Corp.
1050 17th Street, Suite 950
Denver, CO 80265
USA
Tel: 303 628·7798
Fax: [phone]
www.denlsonmines.com
White Mesa Mill Reclamation Plan
Revision 4.1
Revised Cost Estimates
for
Reclamation
of the
White Mesa Mill and Tailings
Management System
March 2010
State of Utahlle.(2) Byproduct Material License # UT1900479
Denison Mines (USA) Corp.
www.denisonmines.com
1050 17th Street, Suite 950
Denver, CO, USA 80265
Copy 1 State of Utah (unbound)
Tel: 303 628·7798
Fax: [phone]
Cost Summary
WHITE MESA MILL RECLAMATION COST ESTIMATE
March 2010 Revision
Mill Decommissioning $2,069,337
Cell 1 $1,696,333
Cell 2 $1,579,075
Cell 3 $2,041,413
Cell4A $1,479,299
Miscellaneous $2,722,977
Subtotal Direct Costs $11,588,434
Profit Allowance 10.00% $1,158,843
Contingency 15.00% $1,738,265
Licensing & Bonding 2.00% $231,769
UDEQ Contract Administration 4.00% $463,537
Contractors Equipment Floater $82,250
General liability Insurance 0.45% $52,148
Long Term Care Fund $797,448
Total Reclamation $16,112,695
Revised Bond Amount $16,112,695
Denison Mines (USA) Corp.
3/2/2010 -2:28 PM -WMM Rec Plan Est March 2010 (1) White Mesa Mill
Mill Decommissioning
MILL DECOMMISSIONING
Mill Building Demolition
Resource Description
Equipment Operators
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 365 Excavator
PC 300 w/metal Shears
60 Ton Crane
30 Ton Crane
Equipment Maintenance (Butler)
Concrete Removal
Total Mill Building Demolition
Ore Feed Demolition
Resource Description
Equipment Operators
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 365 Excavator
PC 300 w/metal Shears
30 Ton Crane
Equipment Maintenance (Butler)
Total Ore Feed Demolition
SX Building Demolition
Resource Description
Equipment Operators
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 365 Excavator
PC 300 w/metal Shears
60 Ton Crane
30 Ton Crane
Equipment Maintenance (Butler)
Concrete Removal
Total SX Building Demolition
3/2/2010 -2:33 PM-WMM Rec Plan Est March 2010 (1)
MILL DECOMMISSIONING
Units Cost/Unit
hrs $18.94
hrs $16.53
hrs $12.51
hrs $1.35
hrs $93.53
hrs $16.67
hrs $133.14
hrs $128.07
hrs $151.36
hrs $78.10
hrs $51.46
hrs $20.53
sf $3.30
Units Cost/Unit
hrs $18.94
hrs $16.53
hrs $12.51
hrs $1.35
hrs $93.53
hrs $16.67
hrs $133.14
hrs $128.07
hrs $151.36
hrs $51.46
hrs $20.53
Units Cost/Unit
hrs $18.94
hrs $16.53
hrs $12.51
hrs $1.35
hrs $93.53
hrs $16.67
hrs $133.14
hrs $128.07
hrs $151.36
hrs $78.10
hrs $51.46
hrs $20.53
sf $3.30
Task Units Task Cost
720 $13,636
640 $10,577
320 $4,002
960 $1,296
640 $59,860
640 $10,671
160 $21,302
160 $20,491
160 $24,218
160 $12,497
80 $4,117
1,360 $27,925
37,500 $123,750
$334,341
Task Units Task Cost
48 $909
64 $1,058
32 $400
96 $130
64 $5,986
64 $1,067
16 $2,130
16 $2,049
16 $2,422
0 $0
112 $2,300
$18,450
Task Units Task Cost
240 $4,545
320 $5,288
160 $2,001
480 $648
320 $29,930
320 $5,336
80 $10,651
80 $10,246
80 $12,109
0 $0
0 $0
560 $11,498
55,970 $184,701
$276,953
Denison Mines (USA) Corp.
While Mesa Mill
MILL DECOMMISSIONING
CCD Circuit Removal
Resource Description Units CosUUnit Task Units Task Cost
Equipment Operators hrs $18.94 135 $2,557
Mechanics hrs $16.53 120 $1,983
Laborers hrs $12.51 60 $750
Small Tools hrs $1.35 180 $243
Cat 770 Haul Truck hrs $93.53 120 $11,224
Truck Drivers hrs $16.67 120 $2,001
Cat 988 Loader hrs $133.14 30 $3,994
Cat 365 Excavator hrs $128.07 30 $3,842
PC 300 w/metal Shears hrs $151.36 30 $4,541
60 Ton Crane hrs $78.10 30 $2,343
30 Ton Crane hrs $51.46 15 $772
Equipment Maintenance (Butler) hrs $20.53 255 $5,236
Concrete Removal sf $3.30 15,000 $49,500
Total CCD Circuit Removal $88,986
Sample Plant Removal
Resource Description Units CosUUnit Task Units Task Cost
Equipment Operators hrs $18.94 24 $455
Mechanics hrs $16.53 32 $529
Laborers hrs $12.51 16 $200
Small Tools hrs $1.35 48 $65
Cat 770 Haul Truck hrs $93.53 32 $2,993
Truck Drivers hrs $16.67 32 $534
Cat 988 Loader hrs $133.14 8 $1,065
Cat 365 Excavator hrs $128.07 8 $1,025
PC 300 w/metal Shears hrs $151.36 8 $1,211
30 Ton Crane hrs $51.46 0 $0
Equipment Maintenance (Butler) hrs $20.53 56 $1,150
Concrete Removal sf $3.30 4,200 $13,860
Total Sample Plant Removal $23,085
Boiler Demolition
Resource Description Units CosUUnit Task Units Task Cost
Equipment Operators hrs $18.94 120 $2,273
Mechanics hrs $16.53 160 $2,644
Laborers hrs $12.51 80 $1,000
Small Tools hrs $1.35 240 $324
Cat 770 Haul Truck hrs $93.53 160 $14,965
Truck Drivers hrs $16.67 160 $2,668
Cat 988 Loader hrs $133.14 40 $5,326
Cat 365 Excavator hrs $128.07 40 $5,123
PC 300 w/metal Shears hrs $151.36 40 $6,054
60 Ton Crane hrs $78.10 0 $0
30 Ton Crane hrs $51.46 0 $0
Equipment Maintenance (Butler) hrs $20.53 280 $5,749
Concrete Removal sf $3.30 2,900 $9,570
Total Boiler Demolition $55,696
Denison Mines (USA) Corp.
3/2/2010 -2:33 PM-WMM Rec Plan Est March 2010 (1) White Mesa Mill
MILL DECOMMISSIONING
Vanadium Oxidation Circuit Removal
Resource Description
Equipment Operators
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 365 Excavator
PC 300 w/metal Shears
60 Ton Crane
30 Ton Crane
Equipment Maintenance (Butler)
Concrete Removal
Total Vanadium Oxidation Circuit Removal
Main ShoplWarehouse Demolition
Resource Description
Equipment Operators
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 365 Excavator
PC 300 w/metal Shears
Equipment Maintenance (Butler)
Concrete Removal
Total Main ShoplWarehouse Demolition
Decon Pads (2) Demolition
Resource Description
Equipment Operators
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 365 Excavator
PC 300 w/metal Shears
Equipment Maintenance (Butler)
Concrete Removal
Total Decon Pads (2) Demolition
3/2/2010 -2:33 PM-WMM Rec Plan Est March 2010 (1)
Units CosUUnit
hrs $18.94
hrs $16.53
hrs $12.51
hrs $1.35
hrs $93.53
hrs $16.67
hrs $133.14
hrs $128.07
hrs $151.36
hrs $78.10
hrs $51.46
hrs $20.53
sf $3.30
Units CosUUnit
hrs $18.94
hrs $16.53
hrs $12.51
hrs $1.35
hrs $93.53
hrs $16.67
hrs $133.14
hrs $128.07
hrs $151.36
hrs $20.53
sf $3.30
Units CosUUnit
hrs $18.94
hrs $16.53
hrs $12.51
hrs $1.35
hrs $93.53
hrs $16.67
hrs $133.14
hrs $128.07
hrs $151.36
hrs $20.53
sf $3.30
Task Units Task Cost
48 $909
64 $1,058
32 $400
96 $130
64 $5,986
64 $1,067
16 $2,130
16 $2,049
16 $2,422
0 $0
0 $0
112 $2,300
1,200 $3,960
$22,410
Task Units Task Cost
96 $1,818
128 $2,115
64 $800
192 $259
128 $11,972
128 $2,134
32 $4,260
32 $4,098
32 $4,844
224 $4,599
19,300 $63,690
$100,591
Task Units Task Cost
48 $909
64 $1,058
32 $400
96 $130
64 $5,986
64 $1,067
16 $2,130
16 $2,049
16 $2,422
112 $2,300
1,350 $4,455
$22,905
Denison Mines (USA) Corp.
White Mesa Mill
MILL DECOMMISSIONING
Office Building Demolition
Resource Description
Equipment Operators
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 365 Excavator
PC 300 w/metal Shears
Equipment Maintenance (Butler)
Concrete Removal
Total Office Building Demolition
Septic Tanks and Drain Fields
Resource Description
Equipment Operators
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 365 Excavator
PC 300 w/metal Shears
Equipment Maintenance (Butler)
Total Septic Tanks and Drain Fields
Misc. Tankage & Spare Parts Removal
Resource Description
Equipment Operators
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 365 Excavator
PC 300 w/metal Shears
Equipment Maintenance (Butler)
Total Misc. Tankage & Spare Parts Removal
3/2/2010 -2:33 PM-WMM Rec Plan Est March 2010 (1)
Units Cost/Unit
hrs $18.94
hrs $16.53
hrs $12.51
hrs $1.35
hrs $93.53
hrs $16.67
hrs $133.14
hrs $128.07
hrs $151.36
hrs $20.53
sf $1.25
Units Cost/Unit
hrs $18.94
hrs $16.53
hrs $12.51
hrs $1.35
hrs $93.53
hrs $16.67
hrs $133.14
hrs $128.07
hrs $151.36
hrs $20.53
Units Cost/Unit
hrs $18.94
hrs $16.53
hrs $12.51
hrs $1.35
hrs $93.53
hrs $16.67
hrs $133.14
hrs $128.07
hrs $151.36
hrs $20.53
Task Units Task Cost
72 $1,364
96 $1,587
48 $600
144 $194
96 $8,979
96 $1,601
24 $3,195
24 $3,074
24 $3,633
168 $3,450
12,100 $15,125
$42,801
Task Units Task Cost
16 $303
0 $0
16 $200
32 $43
16 $1,496
16 $267
8 $1,065
8 $1,025
0 $0
32 $657
$5,056
Task Units Task Cost
36 $682
48 $793
24 $300
72 $97
48 $4,489
48 $800
12 $1,598
12 $1,537
12 $1,816
84 $1,725
$13,838
Denison Mines (USA) Corp.
White Mesa Mill
MILL DECOMMISSIONING
Alternate Feed Circuit
Resource Description
Equipment Operators
Mechanics
Laborers
Small Tools
Cat 770 Haul Truck
Truck Drivers
Cat 988 Loader
Cat 365 Excavator
PC 300 w/metal Shears
Equipment Maintenance (Butler)
Concrete Removal
Total Decon Pads (2) Demolition
Mill Yard Decontamination
Resource Description
Equipment Operators
Cat 637 Scraper
Cat 988 Loader
Cat D8N Dozer With Ripper
Cat D7 Dozer
Cat 651 Waterwagon
Cat 14G Motorgrader
Equipment Maintenance (Butler)
Total Mill Yard Decontamination
Ore Storage Pad Decontamination
Resource Description
Equipment Operators
Cat 637 Scraper
Cat 988 Loader
Cat D8N Dozer With Ripper
Cat D7 Dozer
Cat 651 Waterwagon
Cat 14G Motorgrader
Equipment Maintenance (Butler)
Total Ore Storage Pad Decontamination
Equipment Storage Area Cleanup
Resource Description
Equipment Operators
Cat 637 Scraper
Cat 988 Loader
Cat D8N Dozer With Ripper
Cat D7 Dozer
Cat 651 Waterwagon
Cat 14G Motorgrader
Equipment Maintenance (Butler)
Total Equipment Storage Area Cleanup
3/2/2010 -2:33 PM-WMM Rec Plan Est March 2010 (1)
Units Cost/Unit
hrs $18.94
hrs $16.53
hrs $12.51
hrs $1.35
hrs $93.53
hrs $16.67
hrs $133.14
hrs $128.07
hrs $151.36
hrs $51.46
sf $3.30
Units Cost/Unit
hrs $18.94
hrs $205.10
hrs $133.14
hrs $94.96
hrs $80.38
hrs $107.49
hrs $70.59
hrs $20.53
Units Cost/Unit
hrs $18.94
hrs $205.10
hrs $133.14
hrs $94.96
hrs $80.38
hrs $107.49
hrs $70.59
hrs $20.53
Units Cost/Unit
hrs $18.94
hrs $205.10
hrs $133.14
hrs $94.96
hrs $80.38
hrs $107.49
hrs $70.59
hrs $20.53
Task Units Task Cost
112 $2,121
48 $793
48 $600
96 $130
48 $4,489
48 $800
32 $4,260
32 $4,098
48 $7,265
160 $8,234
2,500 $8,250
$41,042
Task Units Task Cost
582 $11,022
257 $52,712
65 $8,654
65 $6,173
65 $5,225
65 $6,987
65 $4,588
582 $11,950
$107,311
Task Units Task Cost
429 $8,125
189 $38,765
48 $6,391
48 $4,558
48 $3,858
48 $5,159
48 $3,388
429 $8,809
$79,053
Task Units Task Cost
153 $2,898
68 $13,947
17 $2,263
17 $1,614
17 $1,366
17 $1,827
17 $1,200
153 $3,142
$28,258
Denison Mines (USA) Corp.
White Mesa Mill
MILL DECOMMISSIONING
Revegetate Mill Yard & Ore Pad
Resource Description
Equipment Operators
Cat 637 Scraper
Cat 988 Loader
Cat D8N Dozer With Ripper
Cat 07 Dozer
Cat 651 Waterwagon
Cat 14G Motorgrader
Seed Mix
Equipment Maintenance (Butler)
Total Revegetate Mill Yard & Ore Pad
Total Demolition and Decontamination
hrs
hrs
hrs
hrs
hrs
hrs
hrs
Acre
hrs
CLEANUP OF WINDBLOWN CONTAMINATION
Scoping Survey
Resource Description
Soil Samples each
Survey Crew hrs
Sample Crew hrs
Total Scoping Survey
Characterization Survey
Resource Description
Soil Samples each
Sample Crew hrs
Total Characterization Survey
Final Status Survey
Resource Description
Soil Samples each
Sample Crew hrs
Total Final Status Survey
3/2/2010 -2:33 PM-WMM Rec Plan Est March 2010 (1)
Units CosUUnit
$18.94
$205.10
$133.14
$94.96
$80.38
$107.49
$70.59
$322.50
$20.53
Units CosUUnit
$50.00
$15.91
$15.91
Units CosUUnit
$50.00
$15.91
Units CosUUnit
$50.00
$15.91
Task Units Task Cost
231 $4,375
132 $27,074
0 $0
33 $3,134
33 $2,653
0 $0
33 $2,329
50 $16,125
231 $4,743
$60,433
$1,321,2081
Task Units Task Cost
100 $5,000
752 $11,961
1,312 $20,868
$37,829
Task Units Task Cost
472 $23,600
1,136 $18,069
$41,669
Task Units Task Cost
300 $15,000
3,552 $56,497
$71,497
Denison Mines (USA) Corp.
White Mesa Mill
MILL DECOMMISSIONING
Windblown Cleanup
Resource Description
Equipment Operators
Cat 637 Scraper
Cat D8N Dozer With Ripper
Cat 07 Dozer
Cat 14H Motorgrader
Soil Samples
Survey Crew
Sample Crew
Equipment Maintenance (Butler)
Total Windblown Cleanup
Quality Control
Resource Description
Quality Control Contractor
Total Quality Control
Total Cleanup Windblown Contamination
Conventional Ore Disposal
Resource Description
Equipment Operators
Cat 770 Haul Truck (3)
Cat 988 Loader
Cat 651 Waterwagon
Cat 14G Motorgrader
Equipment Maintenance (Butler)
Total Conventional Ore Disposal
Total Quantity
Alternate Feed Disposal
Cabot and FMRI Material
Resource Description
Equipment Operators
Cat 770 Haul Truck (3)
Cat 988 Loader
Cat 651 Waterwagon
Cat 14G Motorgrader
Equipment Maintenance (Butler)
Total Cabot & FMRI Material
Total Quantity
3/2/2010 -2:33 PM-WMM Rec Plan Est March 2010 (1)
hrs
hrs
hrs
hrs
hrs
each
hrs
hrs
hrs
Ihrs
hrs
hrs
hrs
hrs
hrs
hrs
Units Cost/Unit Task Units
$18.94 1,190
$205.10 680
$94.96 170
$80.38 170
$70.59 170
$50.00 500
$15.91 163
$15.91 83
$20.53 1,190
Units Cost/Unit Task Units
$62.001 2,0801
Units Cost/Unit Task Units
$18.94 1,070
$93.53 612
$133.14 204
$107.49 204
$70.59 50
$20.53 1,070
120,000 Cubic Yards*
196 Cubic Yards per Truck per hour
612 Truck Hours
Task Cost
$22,537
$139,471
$16,144
$13,665
$12,000
$25,000
$2,593
$1,320
$24,434
$257,164
Task Cost
$128,960 1
$128,960
$537,1191
Task Cost
$20,272
$57,264
$27,171
$21,936
$3,529
$21,978
$152,1511
* 162,000 tons maximum projected for December 2010
hrs
hrs
hrs
hrs
hrs
hrs
Units Cost/Unit Task Units
$18.94 158
$93.53 65
$133.14 22
$107.49 22
$70.59 50
$20.53 158
12,646 Cubic Yards' (as of 01/31/2010)
196 Cubic Yards per Truck per hour
65 Truck Hours
Task Cost
$2,984
$6,035
$2,863
$2,312
$3,529
$3,235
$20,957
Denison Mines (USA) Corp.
While Mesa Mill
MILL DECOMMISSIONING
Cameco Barrels and Honeywell Barrels
Resource Description
Equipment Operators
Flat Bed Trailer and Tractor*
Fork Lift (2)
Equipment Maintenance (Butler)
Total Cameco and honeywell Barrels
* Includes Linde, Cabot and FMRI
Units Cost/Unit Task Units
hrs $16.67 296
hrs $55.00 296
hrs $18.00 591
hrs $20.53 296
Task Cost
$4,929
$16,260
$10,643
$6,070
$37,902
* includes operator 29,563 Barrels (as of 01/31/2010)
40 Barrels per load
0.4 Hours per load
296 Truck Hours
Tons Ibs. l2er barrel No. Drums
CaF2 1,083 727 2,978
Calcined 2,547 320 15,919
Regen 329 406 1,621
KF 1,305 309 8,447
UF4 164 547 599
5,428 29,563
SUb-Total Alternate Feed Disposal $58,8591
TOTAL MILL DECOMMISSIONING $2,069,3371
Denison Mines (USA) Corp.
3/2/2010 -2:33 PM-WMM Rec Plan Est March 2010 (1) White Mesa Mill
Mill Decommissioning
1) Removal of contaminated material from Mill Yard
Assume:
--18 inches (1 .5 feet) will have to be removed
--Area (from CAD takeoff) = 1,643,453 sq. feet
37.7 acres
Therefore: Volume moved = 1,643,453 x 1.5] /27 =
91,300 / 355 cubic yards per hour =
I Haul route # 2
2) Removal of contaminated material from Ore Pad
Assume:
--18 inches (1.5 feet) will have to be removed
--Area (from CAD takeoff) = 976,780 sq. feet
22.4 acres
Therefore: Volume moved = 976,780 x 1.5] / 27 =
54,300 / 287 cubic yards per hour =
I Haul route # 3
3) Demolition Equipment
Reviewed 02/09/10
I /1&:
91,303 cubic yards
(use 91,300)
257 machine hours
54,266 cubic yards
(use 54,300)
189 machine hours
--Kamatsu PL400 (or Cat equivalent) with LaBounty Sheers (hydraulic)
--Cat 365 Trackhoe with Grapples
--Cat 769 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
Mill Decommissioning Volumes Rev 4.1 March 2010
Mill Decommissioning (con't) page 2
5) Tool and Expendable Allowance, covering the following items:
--Safety gear and supplies
--Hand tools
--Bottled Gases and Torches
--Allow $1.30 per man-hour for all but Heavy Equipment Operators and Truck Drivers
6) Demolition Time Estimates
--Mill Building
--Ore Bin
--SX Building
--CCD, Pre-Leach,
Claricone
--Sample Plant
--Boiler House
--Vanadium EMF/Ox
--Shop/Warehouse
--Office/Lab Building
--Misc. & Bone Yard
--Decon Pads (2)
7) Foundation Demolition
20 Days
2 Days
10 Days
5 Days
1 Day
5 Days
2 Days
4 Days
3 Days
4 Days
2 Days
--Assume area of structure times $3.30 per square foot
--Areas by building as follows:
Area, sq ft $ Cost
Mill Building
SX Building
CCD, Pre-Leach,
Claricone
Shop/Warehouse
Office*
Sample Plant
Vanadium EMF/Ox
Boiler house
Decon Pads
--Labor at $2.75, Equipment at $0.55
--* Labor at $0.70, Equipment at $0.55
Mill Decommissioning Volumes Rev 4.1 March 2010
37,500 $123,750
55,970 $184,701
15,000 $ 49,500
19,300 $ 63,690
12,100 $ 15,125
4,200 $ 13,860
1,200 $ 3,960
2,900 $ 9,570
1,350 $ 4,455
8) Revegetation
Assume:
[ 1,643,453
Mill Decommissioning (con't)
--Mill Yard Area
--Ore Pad Area
1,643,453 sq. feet
976,780 sq. feet
--Place 6 inches of Topsoil
--Cat 637 Scrapper, Haul Route #4
976,780 ] sqJeet x 0.5 feet] / [27 cubic feet / cubic Yard]
Use 48,600 Cubic Yards
48,600 / 368 cu yds per hour = 132 Scrapper hours
Mill Decommissioning Volumes Rev 4.1 March 2010
page 3
48,523 cu yds
COST ES rIMA TE .
i I I I
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IN1ERNA 110NAl URANIUM /USA) CORP.
COST fSTIMA Tf
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OENISc:;:,
""liNES
WMM Inventory Accounting Summary
January 2010
Cabot
CaF2
Calcined Product-Cameco
Fansteel/FMRI
KF Product-Cameco
Regen Product-Cameco
January February
62
36
March Aru:i!
WMM ALTERNATE FEED RECEIPTS
FOR THE MONTH ENDING January 31,2010
Dry Tons Received
!l!@y June J!!!y August SePtember October November December Total YTD Received
62
36
UF4 Material-Cameco ___ -;;;;:-_________________________________________________________________ =_
W W
WMM 11e2 Material Receipts
FOR THE MONTH ENDING January 31,2010
January February March Aru:i! !l!@y June J!!!y August September ~ November December Total YTD Received
Mestena 20 20
URI 11 11
~ ~
WMM ALTERNATE FEED Ending Inventory
FOR THE MONTH ENDING January 31,2010
Prior Year Ending
Ending 2010 YTD Run To Date Material Average U308
Balance ~ ~ Balance Grade
Cabot 5,895 5,895 0.3-0.6% content
CaF2-Honeywell 1,083 1,083 0.5 -3.0% content
Calcined Product-Cameco 1,866 62 1,928 4.5% content
FansteellFMRI 11,177 11,177 0.25-0.5% content
KF Product-Cameco 1,138 36 1,174 1% content
Regen Product-Cameco 257 257 7-8.0% content
UF4 Material-Cameco 384 (219.6) 164 75-80% content
21,798 98 (219.6) 21,676
\ '/'
DENISON MINES (USA) CORP
Vendor 10
CAR004
I. l ..
I Name I Carhart Feed and Seed
Our Voucher Number I Date J
311190
311687
3/30/2009
4/712009
I Payment Number
100000000000009491
Amount I
$2,430.83
$9.47
$2,440.30
Amount Paid I
$2,430.83
$9.47
$2,440.30
REaRDen FROM YOUR LOCAL SAFEGUARD DISTRIBUTOR. IF UNKNOWN. CALL BQO·5n-2422
ii,jVC'iCE NUi\~e.EF;
l;\j\iOICE D/UE
S/;.l..[~/PE:FiSON NO.
DUE DVrE
', .. ",
372 38
I Cheque Date J Document Number
14/1712009 10037238
Discount!
$0.00
$0.00
$0.00
Net Amount Paid
$2,430.83
$9.47
$2,440.30
HOOO5ROO10000 M04SF020420
Harold Roberts
From:
Sent:
To:
Subject:
Christy Woodward
Thursday, June 25, 2009 3:45 PM
Harold Roberts
Seed
On average, we have been paying $21 per pound of seed and apply it at $15 Ibs per acre (also an average).
Christy Woodward
E,']v/rD/J/ne/i[[)! COO(cjinD/O(
t: [phone] 1 c: (303) 549-97221 f: [phone]
1050 17th Street, Suite 950, Denver, CO 80265
DENISON MINES (USA) CORP
www.denisonmines.com
This e-mail is intended for exclusive use the person(s) mentioned as the recipient(s). This message and any attached files with it are confidential and may contain privileged
or proprietary information. If you are not the intended recipient(s) please delete this message and notify the sender. You may not use, distribute print or copy this message if
you are not the intended recipJent(s).
1
Cell!
RECLAMATION OF CELL 1
RECLAMATION OF CELL 1
Dewatering of Cell 1
Resource Description
Dewatering of Cell 1
Total Dewatering of Cell 1
Crystal Removal
Resource Description
Equipment Operators
Cat 770 Truck
Truck Drivers
Cat 988 Loader
Cat D8N Dozer With Ripper
Cat 365 Excavator
Cat 651 Waterwagon
Cat 14G Motorgrader
Equipment Maintenance (Butler)
Total Crystal Removal
Contaminated Materials Removal
Resource Description
Equipment Operators
Cat 637 Scraper
Cat D8N Dozer With Ripper
Cat 825C Compactor
Cat 651 Waterwagon
Cat 14G Motorgrader
Equipment Maintenance (Butler)
Total Contaminated Materials Removal
Topsoil Application
Resource Description
Equipment Operators
Cat 637 Scraper
Cat D8N Dozer With Ripper
Cat 651 Waterwagon
Cat 14G Motorgrader
Equipment Maintenance (Butler)
Total Topsoil Application
3/2/2010 -2:33 PM -WMM Rec Plan Est March 2010 (1)
Units Cost/Unit
Ihrs $0.481
Units Cost/Unit
hrs $18.94
hrs $93.53
hrs $16.67
hrs $133.14
hrs $94.96
hrs $128.07
hrs $107.49
hrs $70.59
hrs $20.53
Units Cost/Unit
hrs $18.94
hrs $205.10
hrs $94.96
hrs $93.85
hrs $107.49
hrs $70.59
hrs $20.53
Units Cost/Unit
hrs $18.94
hrs $205.10
hrs $94.96
hrs $107.49
hrs $70.59
hrs $20.53
Task Units Task Cost
62,4001 $30,0001
$30,000
Task Units Task Cost
2,695 $51,040
2,157 $201,745
2,157 $35,966
539 $71,762
539 $51,186
539 $69,029
539 $57,935
539 $38,047
4,852 $99,625
$676,335
Task Units Task Cost
616 $11,666
308 $63,172
77 $7,312
77 $7,227
77 $8,276
77 $5,435
616 $12,648
$115,737
Task Units Task Cost
202 $3,826
82 $16,819
40 $3,799
40 $4,299
40 $2,824
202 $4,148
$35,713
Denison Mines (USA) Corp.
White Mesa Mill
Construct Channel
Resource Description
Equipment Operators
Cat 637 Scraper
Cat 770 Truck
Truck Drivers
Cat 988 Loader
Drilling & Blasting Contractor
Cat 14G Motorgrader
Cat D8N Dozer With Ripper
Equipment Maintenance (Butler)
Total Construct Channel
Place Clay Liner
Resource Description
Equipment Operators
Cat 637 Scraper
Cat 825 Compactor
Cat D8N Dozer With Ripper
Cat D7 Dozer
Cat 651 Waterwagon
Cat 980 Loader
5000 Gallon Water Truck
Highway Trucks
Truck Drivers
Cat 14G Motorgrader
Equipment Maintenance (Butler)
Total Place Clay Liner
Place Lower Random Fill
Resource Description
Equipment Operators
Cat 637 Scraper
Cat 825 Compactor
Cat D8N Dozer With Ripper
Cat D7 Dozer
Cat 651 Waterwagon
Cat 14G Motorgrader
Equipment Maintenance (Butler)
Total Place Lower Random Fill
RECLAMATION OF CELL 1
Units Cost/Unit
hrs $18.94
hrs $205.10
hrs $93.53
hrs $16.67
hrs $133.14
BCY $2.25
hrs $70.59
hrs $94.96
hrs $20.53
Units Cost/Unit
hrs $18.94
hrs $205.10
hrs $93.85
hrs $94.96
hrs $80.38
hrs $107.49
hrs $92.10
hrs $62.33
hrs $68.33
hrs $16.67
hrs $70.59
hrs $20.53
Units Cost/Unit
hrs $18.94
hrs $205.10
hrs $93.85
hrs $94.96
hrs $80.38
hrs $107.49
hrs $70.59
hrs $20.53
3/2/2010 -2:33 PM -WMM Rec Plan Est March 2010 (1)
Task Units Task Cost
758 $14,356
348 $71,376
404 $37,786
404 $6,736
170 $22,634
67,000 $151,050
120 $8,471
120 $11,396
1,162 $23,859
$347,664
Task Units Task Cost
355 $6,723
0 $0
60 $5,631
60 $5,698
0 $0
60 $6,449
60 $5,526
30 $1,870
435 $29,722
435 $7,253
85 $6,000
1,225 $25,153
$100,025
Task Units Task Cost
602 $11,401
172 $35,278
86 $8,071
86 $8,167
86 $6,913
86 $9,244
86 $6,071
602 $12,361
$97,505
Denison Mines (USA) Corp.
White Mesa Mill
RECLAMATION OF CELL 1
Clay Cap
Resource Description Units CosUUnit Task Units Task Cost
Equipment Operators hrs $18.94 305 $5,776
Cat 637 Scraper hrs $205.10 0 $0
Cat 825 Compactor hrs $93.85 55 $5,162
Cat D8N Dozer With Ripper hrs $94.96 55 $5,223
Cat 07 Dozer hrs $80.38 0 $0
Cat 651 Waterwagon hrs $107.49 55 $5,912
Cat 14G Motorgrader hrs $70.59 55 $3,882
Cat 980 Loader hrs $92.10 55 $5,065
5000 Gallon Water Truck hrs $62.33 30 $1,870
Highway Trucks hrs $68.33 440 $30,063
Truck Drivers hrs $16.67 440 $7,337
Equipment Maintenance (Butler) hrs $20.53 305 $6,262
Total Place Clay Cap $76,553
Upper Random Fill
Resource Description Units CosUUnit Task Units Task Cost
Equipment Operators hrs $18.94 688 $13,030
Cat 637 Scraper hrs $205.10 172 $35,278
Cat 825 Compactor hrs $93.85 86 $8,071
Cat D8N Dozer With Ripper hrs $94.96 86 $8,167
Cat 07 Dozer hrs $80.38 86 $6,913
Cat 651 Waterwagon hrs $107.49 86 $9,244
Cat 14G Motorgrader hrs $70.59 86 $6,071
5000 Gallon Water Truck hrs $62.33 86 $5,360
Equipment Maintenance (Butler) hrs $20.53 688 $14,127
Total Place Upper Random Fill $106,260
Denison Mines (USA) Corp.
3/2/2010 -2:33 PM -WMM Rec Plan Est March 2010 (1) White Mesa Mill
RECLAMATION OF CELL 1
Rock Armor and Rip Rap Filter
Resource Description
Equipment Operators
Cat D7 Dozer
Cat 651 Waterwagon
Cat 14G Motorgrader
Rock Cost Delivered
Equipment Maintenance (Butler)
Total Place Rock Armor and Rip Rap Filter
Quality Control
Resource Description
Quality Control Contractor
Total Quality Control
TOTAL RECLAMATION OF CELL 1
3/2/2010 -2:33 PM -WMM Rec Plan Est March 2010 (1)
Units Cost/Unit
hrs $18.94
hrs $80.38
hrs $107.49
hrs $70.59
CY $5.77
hrs $20.53
Units Cost/Unit
lhrs $62.001
Task Units Task Cost
90 $1,704
30 $2,411
30 $3,225
30 $2,118
8,607 $49,634
90 $1,848
$60,940
Task Units Task Cost
8001 $49,6001
$49,600
1 $1,696,3331
Denison Mines (USA) Corp.
White Mesa Mill
,
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COST ESTIMATE
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Franklin Drilling & Blasting, Inc.
P.O. Box 2246
Durango, CO 81392
Phone: [phone]
Fax: [phone]
Mobile: [phone]
Email: [e-mail]
Ms. Dawn Gagon
Denison Mines
PO Box 809
Blanding, UT 84511
February 22,2010
Re: Spillway Blasting in Blanding, Utah
We received your e-mail request for cost of drilling blasting a spillway at
your Mine site in Blanding, Utah. The information we now have is an area
of approximately 150' wide by 1200' long with an average depth of about
10', generating in the neighborhood of 67,000 cubic yards in place.
If this is correct, with a 9 feet by 9 feet pattern our price would be $2.15 per
in-bank cubic yard for dry conditions. If water infiltrates into the bore holes
and requires wet hole product, we will charge an additional fee. The fee will
be the invoice cost of wet hole product delivered, plus 25% mark up to
cover additional labor.
This price reflects lower fuel and nitrogen prices today. We do not know
how long these prices will remain at these levels, so we will qualify our bid.
This bid will be good to August 1,2010.
Our mobilization for 2 drills and supplies will be $7000. Payable when we
mob in and start.
Production rates of about 2000 cubic yards per drill/per day can be
expected. With two drills drilling, and a 90% availability rate, that will be
about 3600 cubic yards drilled per day. This should amount to about 25
working days. Will that be fast enough for your needs?
Please call if you have any further questions.
Regards,
Jeff Franklin/President/Owner
1
Cell 2
RECLAMATION OF CELL 2
Obtain Permits for Clay Borrow Site· Section 16
Resource Description Units CosUUnit Task Units Task Cost
Permits & Licenses LI e_a ____ '--.....;$.....;1_0'--,0_00_._00....J1'--____ 5....J1'--_-.:$_5_0,:......0_00....JI
Total Obtain Permits for Clay Borrow Site· Section 16 $50,000
Place Remainder of Bridging (Platform) Lift
Resource Description Units CosUUnit Task Units Task Cost
Equipment Operators hrs $18.94 0 $0
Cat 627F Scraper hrs $205.10 0 $0
Cat 815C Compactor hrs $93.85 0 $0
Cat D8N Dozer With Ripper hrs $94.96 0 $0
Cat D7 Dozer hrs $80.38 0 $0
Cat 651 Waterwagon hrs $107.49 0 $0
Cat 14G Motorgrader hrs $70.59 0 $0
Equipment Maintenance (Butler) hrs $20.53 0 $0
Total Place Remainder of Bridging (Platform) Lift $0
Place Lower Random Fill (12")
Resource Description Units CosUUnit Task Units Task Cost
Equipment Operators hrs $18.94 902 $17,083
Cat 637 Scraper hrs $205.10 402 $82,452
Cat 825 Compactor hrs $93.85 100 $9,385
Cat D8N Dozer With Ripper hrs $94.96 100 $9,496
Cat D7 Dozer hrs $80.38 100 $8,038
Cat 651 Waterwagon hrs $107.49 100 $10,749
Cat 14G Motorgrader hrs $70.59 100 $7,059
Equipment Maintenance (Butler) hrs $20.53 902 $18,521
Total Place Lower Random Fill (12") $162,783
Clay Layer
Resource Description Units CosUUnit Task Units Task Cost
Equipment Operators hrs $18.94 1,720 $32,575
Cat 825 Compactor hrs $93.85 325 $30,502
Cat D8N Dozer With Ripper hrs $94.96 300 $28,489
Cat D7 Dozer hrs $80.38 0 $0
Cat 651 Waterwagon hrs $107.49 300 $32,246
Cat 14G Motorgrader hrs $70.59 320 $22,588
Cat 980 Loader hrs $92.10 300 $27,629
5000 Gallon Water Truck hrs $62.33 175 $10,908
Highway Trucks hrs $68.33 2,400 $163,982
Truck Drivers hrs $16.67 2,400 $40,018
Equipment Maintenance (Butler) hrs $20.53 1,720 $35,316
Total Place Clay Layer $424,254
Denison Mines (USA) Corp.
3/2/2010 -2:33 PM -WMM Rec Plan Est March 2010 (1) White Mesa Mill
RECLAMATION OF CELL 2
Upper Random Fill
Resource Description
Equipment Operators
Cat 637 Scraper
Cat 825 Compactor
Cat D8N Dozer With Ripper
Cat D7 Dozer
Cat 651 Waterwagon
Cat 14G Motorgrader
5000 Gallon Water Truck
Equipment Maintenance (Butler)
Total Place Upper Random Fill
Rock Armor and Rip Rap Filter
Resource Description
Equipment Operators
Cat D7 Dozer
Cat 651 Waterwagon
Cat 14G Motorgrader
Rock Cost Delivered
Equipment Maintenance (Butler)
Total Place Rock Armor and Rip Rap Filter
Quality Control
Resource Description
Quality Control Contractor
Total Quality Control
TOTAL RECLAMATION OF CELL 2
3/2/2010 -2:33 PM -WMM Rec Plan Est March 2010 (1)
Units Cost/Unit
hrs $18.94
hrs $205.10
hrs $93.85
hrs $94.96
hrs $80.38
hrs $107.49
hrs $70.59
hrs $62.33
hrs $20.53
Units Cost/Unit
hrs $18.94
hrs $80.38
hrs $107.49
hrs $70.59
CY $5.77
hrs $20.53
Units Cost/Unit
Ihrs $62.001
Task Units Task Cost
1,990 $37,688
796 $163,263
199 $18,677
199 $18,898
199 $15,996
199 $21,390
199 $14,047
199 $12,404
1,990 $40,860
$343,223
Task Units Task Cost
900 $17,045
300 $24,115
300 $32,246
300 $21,176
72,945 $420,654
900 $18,479
$533,715
Task Units Task Cost
1,050 1 $65,10°1
$65,100
$1,579,0751
Denison Mines (USA) Corp.
White Mesa Mill
Volume Calculation -Cell 2
Reviewed 02/11/10
1 ) Area of Cell 2 -2,986,660 sq ft 68.56 acres ~
2) Area of Cell 2 still open as of February 21, 2008 (see Figure A)
Area totally covered Use
3) Assumptions
sq ft
0.0 acres
-Bridging layer is placed using random fill from piles west of Cell 2
-Cell will be graded to Design elevation utilizing finer materials in random fill stockpiles
and from "clay" stockpiles.
-Clay will be mined, blended, and hauled from borrow site location in Section 16 -
four miles south of the mill area, using belly dump trucks, clay layer on top of Cell only,
except on south slope common to Cell 3.
-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
sq ft X 3 ft. / 27 cubic feet per cubic yard = cubic yards
Use~I ________ c_u_b_ic~y_a_rd_s __
5) Bring Platform Fill up to Design elevation (Lower Random)
Assume full area of Cell X one (1) foot thick
2,986,660 sq ft X 1 ft. / 27 cubic feet per cubic yard =
6) Placement of Clay Layer ( One (1) foot thick on top of Cell only)
Assume full area of Cell X one (1) foot thick
2,986,660 sq ft X 1 ft. / 27 cubic feet per cubic yard =
Volume Calculation Cell 2 Rev 4.1 March 2010
110,617 cubic yards
Use I 110,700 cubic yards
110,617 cubic yards
Use I 110,700 cubic yards
Volume Calculation -Cell 2 (con't) page 2
7) Upper Random Fill Volume -Top of Cell area
Assume full area of Cell X one (2) foot thick
2,986,660 sq ft X 2 ft. 1 27 cubic feet per cubic yard =
8) 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. 1 27 cubic feet per cubic yard =
9) Cell 2 North Slope (Slope #1 ) common with Cell 1-1
Average height 12 feet
Length 2600 feet
a) Random fill to reduce slope from 3:1 to 5:1
First Wedge [12 X 12 X 5)/2 -(12 X 12 X 3)/2] X 2600
374,400 cubic feet! 27 =
Remaining Random Fill
[15X15X5)/2 -(12X12X5)/2] X 2600
526,500 cubic feet! 27 =
Total Random Fill North Slope
b) Rock Armor 8" thick -0.67 feet
[15.67 X 15.67X5)/2 -(15X15X5)/2] X 2600
133,568 cubic feet! 27 =
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 =
Volume Calculation Cell 2 Rev 4.1 March 2010
221,234 cubic yards
Use I 221,300 cubic yards
55,309 cubic yards
Use I 55,400 cubic yards
13,867 cubic yards
Use I 13,900 cubic yards
19,500 cubic yards
Use I 19,500 cubic yards
33,400 cubic yards
4,947 cubic yards
Usel~ __ 5~,0_0_0 __ cu_b_ic~ya_r_ds~
3,671 cubic yards
Usel~ __ 3~,7_0_0 __ cu_b_ic~ya_r_ds~
Volume Calculation -Cell 2 (con't) page 3
d) Toe Apron 2 X 7 X 2600 / 27 = 1,348 cubic yards
Total Rock Armor Cell 2 north Slope
10) 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 feeU 27 =
Remaining Random Fill
[4 X 4 X 5)/2 -(1 X 1 X 5)/2) X 900
33,750 cubic feeU 27 =
Total Random Fill North Slope
b) Rock Armor 8" thick -0.67 feet
[4.67 X 4.67 X 5)/2 -(4 X 4 X 5)/2) X 900
= 13,070 cubic feeU 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 feeU 27 =
d) No Toe Apron on fill common with Mill Yard
Total Rock Armor on slope commmon to Mill Yard
Volume Calculation Cell 2 Rev 4.1 March 2010
UselL-~1~,4~0~0~cu~b~ic~y~a~r~ds~
6,400 cubic yards
33 cubic yards
Use 1 100 cubic yards
1,250 cubic yards
Use 1 1,300 cubic yards
1,400 cubic yards
484 cubic yards
Use LI _......;;5;.;;;0.;;.0....;;.cu:;;b;.;.ic~ya;;.;.r.;;.ds;;....J
354 cubic yards
Use LI __ 3 ... 5.;.0.....;.cu;.;.b_ic....;:..ya_r_ds~
500 cubic yards
Volume Calculation -Cell 2 (con't) page 4
11) 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
First Wedge [2 X 2 X 5)/2 -(2 X 2 X 3)/2) X 500
2,000 cubic feeU 27 =
Remaining Random Fill
[2 X 2 X 5)/2 -(2 X 2 X 3)/2) X 500
2,000 cubic feeU 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 500
8,936 cubic feeU 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 feeU 27 =
74 cubic yards
Use~I ____ 1_0_0_c~u_b_ic_y~a_rd_s~
74 cubic yards
Use 1~ __ 1..;,0.;.0~cu;..b_ic...:..ya;..r.;.d~s--l
200 cubic yards
331 cubic yards
Use 1a.-__ 4_0_0_cu_b_ic....:..,ya_r_d_s..."
243 cubic yards
Use~I ____ 2_5_0_c_u_b_ic_y~a_rd_s~
d) Toe Apron Not required for slope 10 feet long -Drainage from Cell goes south to Cell 3
and then off of south slope of Cell 3
Total Rock Armor Cell 2 north Slope 400 cubic yards
12) Cell 2 East Dike (Slope #4 )
Average height
Length
a) Random Fill Wedge from #10
Volume Calculation Cell 2 Rev 4.1 March 2010
1 feet
1250 feet
1 cubic foot per linear foot X 1250 46 cubic yards
Use~I ____ 1.;.0.;.0_c~u;..b_ic_y~a_rd;..s~
Volume Calculation -Cell 2 (con't) page 5
b) Remaining Random Fill from #10
37.5 cubic foot per linear foot X 1250 / 27 1,736 cubic yards
Use ... 1 __ 1,;""8_0_0...;.cu,;,,,b_ic ........ ya_r.;.ds~
Total Random Slope #4 1 ,900 cubic yards
c) Rock Armor 8" thick -0.67 feet from #10 14.52 cubic feet per linear foot of dike
14.52 cubic foot per linear foot X 1250 /27
18,150 cubic feet! 27 =
d) Rip Rap Filter 6" thick -0.5 feet
9.075 cubic foot per linear foot X 1250 /27
=
e) Toe Apron Not required
Total Rock Armor Cell 2 north Slope
13) South Slope Cell 2 commom with Cell 3 (Slope #5 )
Average height
Length
3 feet
3500 feet
a) Random fill to reduce slope from 3:1 to 5:1
420 cubic feet! 27 =
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 =
Volume Calculation Cell 2 Rev 4.1 March 2010
672 cubic yards
Use ... 1 __ 6_7_5_cu_b_ic..;;.,ya_r_ds--"
420 cubic yards
Use ... 1 __ 4_2_0_cu_b_ic..;;.,ya_r_ds--"
675 cubic yards
1 , 167 cubic yards
Use ... 1 __ 1,;",,2_0_0_cu_b_ic ........ ya_r_ds~
6,481 cubic yards
Use 1 6,500 cubic yards
Volume Calculation -Cell 2 (con't) page 6
b) Clay Layer
[4 X 4 X 5)/2 -(3 X 3 X 5)/2] X 3500
61,250 cubic feet! 27 = 2,269 cubic yards
Use I 2,300 cubic yards
c) Rock Armor 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 I 2,800 cubic yards
c) Rip Rap Filter 6" thick -0.5 feet
[6.5 X 6.5 X 5)/2 -(6 X 6 X 5)/2] X 3500
54,688 cubic feet! 27 = 2,025 cubic yards
Use I 2,050 cubic yards
No Toe Apron
Total Rock Armor on slope Cell 2 Slope commmon to Cell 3 2,800 cubic yards
Volume Calculation Cell 2 Rev 4.1 March 2010
Volume Calculation -Cell 2 (con't) page 7
Volume Summary -Cell 2
Lower Upper Rock Rip Rap
Bridging Layer Random Clay Random Armor Filter
Top of Cell -110,700 110,700 221,300 55,400 0
North ( Slope #1 ) 13,900 19,500 6,400 3,700
North ( Slope #2 ) 100 1,300 500 350
West (Slope #3 ) 100 100 400 250
East (Slope #4 ) 100 1,800 675 420
South (Slope #5 ) 1,200 2,300 6,500 2,800 2,050
Totals -126,100 113,000 250,500 66,175 6,770
Volume Calculation Cell 2 Rev 4.1 March 2010
Volume Calculation -Cell 2 (con't) page 8
Cell 2 Reclamation
Cat 637 Resource Requirements
Volume Route Yds/hr % Equip. Hr.
Cell 2 Bridging Lift
Tailings Surface -5 296 100% 0.0
Cell 2 Lower Random Fill
Tailings Surface 110,700 5 296 67% 250.6
Tailings Surface 110,700 4 368 33% 99.3
Slope 1 13,900 5 296 100% 47.0
Slope 2 100 4 368 100% 0.3
Slope 3 100 5 296 100% 0.3
Slope 4 100 4 368 100% 0.3
Slope 5 1,200 5 296 100% 4.1
Total 401.7
Cell 2 Lower Random Fill
Tailings Surface 221,300 5 296 67% 500.9
Tailings Surface 221,300 4 368 33% 198.4
Slope 1 19,500 5 296 100% 65.9
Slope 2 1,300 4 368 100% 3.5
Slope 3 100 5 296 100% 0.3
Slope 4 1,800 4 368 100% 4.9
Slope 5 6,500 5 296 100% 22.0
Total 796.0
Cell 2 Rock Armor and Rip Rap Filter --use Highway Trucks
Volume Calculation Cell 2 Rev 4.1 March 2010
Clay Volume =
Trucking
980 Loader
D8N wi ripper
Cat 651 WW
Cat 825 Compo
14G Patrol
5000 gal WW
Volume Calculation -Cell 2 (con't) page 9
Clay Production Cell 2
( use same assumptions as Cell 3 )
113,000 Bank Cubic Yards (BCY)
0.8 Swell Factor
141,250 Loose Cubic Yards (LCY)
475 LCY/hr 8 trucks plus one (1 ) Loader
150,000 LCY I 475 LCY/hr = 297 hours
use 300 hours
300 X 8 Trucks = 2400 hours
Hours
300
300
300
325
325
175
Volume Calculation Cell 2 Rev 4.1 March 2010
Volume Calculation -Cell 2 (con't) page 10
Rock Armor and Rip Rap Filter Production Cell 2
72,945 cubic yards (cy)
38 cy per hour times 8 trucks
304 cy per hour delivered
Assume 25% extra time for spreading, loading and screen wait
304/1.25 243.2 cy per hour 300 Hours -----"..:....:....
Volume Calculation Cell 2 Rev 4.1 March 2010
( ;
I , J
I L i
+
Section A -A ( not to scale)
Showing Cover
Rock Annor ( 6" Top)
RandomFi11
Clay
Random Fill
Tailings
Dike
3:1
A
Cell 2 Volume Calculations
Scale 1" = 300 feet
+
Typical Section through Exterior Dike
Bottom of Cell I-I
After crystal and Liner Removal
A'
Area Modified for Celll·I Disposal Area
Toe Apron
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(500~/~ I
t:J W~ w.~ A~MIIt' ~T ~ ~.T" is, {JT'iL.I~ ~ ~
OF ~"f ~~","('.lW ~i" 'e1?Pi~"o> ANta 01;. ~~ ~~I
"Ph·~a~.
Cell 3
RECLAMATION OF CELL 3
RECLAMATION OF CELL 3
Dewatering of Cell 3
Resource Description Units Cost/Unit Task Units Task Cost
Dewatering of Cell 3 Ihrs $0.481 62,4001 $30,0001
Total Dewatering of Cell 3 $30,000
Place Remainder of Bridging (Platform) Lift
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.94 1,856 $35,155
Cat 637 Scraper hrs $205.10 825 $169,211
Cat 825 Compactor hrs $93.85 206 $19,357
Cat D8N Dozer With Ripper hrs $94.96 206 $19,586
Cat 07 Dozer hrs $80.38 206 $16,579
Cat 651 Waterwagon hrs $107.49 206 $22,169
Cat 14G Motorgrader hrs $70.59 206 $14,559
Equipment Maintenance (Butler) hrs $20.53 1,856 $38,114
Total Place Remainder of Bridging (Platform) Lift $334,731
Place Lower Random Fill (12")
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.94 1,422 $26,931
Cat 637 Scraper hrs $205.10 452 $92,707
Cat 825 Compactor hrs $93.85 194 $18,207
Cat D8N Dozer With Ripper hrs $94.96 194 $18,423
Cat 07 Dozer hrs $80.38 194 $15,594
Cat 651 Waterwagon hrs $107.49 194 $20,852
Cat 14G Motorgrader hrs $70.59 194 $13,694
Equipment Maintenance (Butler) hrs $20.53 1,422 $29,198
Total Place Lower Random Fill (12") $235,607
Clay Layer
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.94 1,835 $34,753
Cat 637 Scraper hrs $205.10 0 $0
Cat 825 Compactor hrs $93.85 350 $32,849
Cat D8N Dozer With Ripper hrs $94.96 320 $30,389
Cat 07 Dozer hrs $80.38 0 $0
Cat 651 Waterwagon hrs $107.49 320 $34,396
Cat 14G Motorgrader hrs $70.59 350 $24,706
Cat 980 Loader hrs $92.10 320 $29,471
Cat 651 Waterwagon hrs $62.33 175 $10,908
Highway Trucks hrs $68.33 2,560 $174,915
Truck Drivers hrs $16.67 2,560 $42,685
Equipment Maintenance (Butler) hrs $20.53 1,835 $37,678
Total Place Clay Layer $452,748
Denison Mines (USA) Corp.
3/2/2010 -2:33 PM -WMM Rec Plan Est March 2010 (1) White Mesa Mill
RECLAMATION OF CELL 3
Upper Random Fill
Resource Description
Equipment Operators
Cat 637 Scraper
Cat 825 Compactor
Cat D8N Dozer With Ripper
Cat 07 Dozer
Cat 651 Waterwagon
Cat 14G Motorgrader
5000 Gallon Water Truck
Equipment Maintenance (Butler)
Total Place Upper Random Fill
Rock Armor and Rip Rap Filter
Resource Description
Equipment Operators
Cat 07 Dozer
Cat 651 Waterwagon
Cat 14G Motorgrader
Rock Cost Delivered
Equipment Maintenance (Butler)
Total Place Rock Armor and Rip Rap Filter
Quality Control
Resource Description
Quality Control Contractor
Total Quality Control
TOTAL RECLAMATION OF CELL 3
3/2/2010 -2:33 PM -WMM Rec Plan Est March 2010 (1)
Units Cost/Unit
hrs $18.94
hrs $205.10
hrs $93.85
hrs $94.96
hrs $80.38
hrs $107.49
hrs $70.59
hrs $62.33
hrs $20.53
Units Cost/Unit
hrs $18.94
hrs $80.38
hrs $107.49
hrs $70.59
CY $5.77
hrs $20.53
Units Cost/Unit
$62.001
Task Units Task Cost
2,364 $44,762
868 $178,031
249 $23,393
249 $23,670
249 $20,035
249 $26,791
249 $17,594
249 $15,536
2,364 $48,529
$398,341
Task Units Task Cost
870 $16,477
290 $23,311
290 $31,171
290 $20,470
70,455 $406,295
870 $17,863
$515,587
Task Units Task Cost
1,2001 $74,4001
$74,400
$2,041,4131
Denison Mines (USA) Corp.
White Mesa Mill
Volume Calculation -Cell 3
1 ) Area of Cell 3 -3,234,252 sq ft 74.25 acres
2) Area of Cell 3 still open as of February 10, 2010 (see Figure A)
48.7 acres from ground survey Use 2,121,372 sq ft
3) Assumptions
4)
5)
6)
-Bridging layer is placed using random fill from piles east and west of Cell 3
-Cell will be graded to Design elevation utilizing finer materials in random fill stockpiles
and from "clay" stockpiles.
-Clay will be mined, blended, and hauled from borrow site location in Section 16 -
four miles south of the mill area, using belly dump trucks, clay layer on top of Cell only.
- 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.
Bridging Layer ( Platform Fill) Remaining to be placed
2,121 ,372 sq ft X 3 ft. / 27 cubic feet per cubic yard = 235,708
Use I 236,000
Bring Platform Fill up to Design elevation (Lower Random)
Assume full area of Cell X one (1) foot thick
3,234,252 sq ft X 1 ft. / 27 cubic feet per cubic yard = 119,787
Use I 120,000
Placement of Clay Layer ( One (1) foot thick on top of Cell only)
Assume fu ll area of Cell X one (1) foot thick
3,234,252 sq ft X 1 ft. / 27 cubic feet per cubic yard = 119,787
Use I 120,000
cubic yards
cubic yards
cubic yards
cubic yards
cubic yards
cubic yards
Volume Calculation -Cell 3 (can't) page 2
7) Upper Random Fill Volume -Top of Cell area
Assume full area of Cell X one (2) foot thick
3,234,252 sq ft X 2 ft. / 27 cubic feet per cubic yard =
8) Armor Protection -Top of Cell
Assume full area of Cell X one-half (0.5) foot thick
239,574 cubic yards
Use I 240,000 cubic yards
3,234,252 sq ft X 0.5 ft. / 27 cubic feet per cubic yard = 59,894 cubic yards
Use I 60,000 cubic yards
9) Cell 3 North Slope (Slope #6) common with Cell 2 No clay on slopes. Toe apron only at base of
long slope or where drainage is directed.
Average height
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
d) Toe Apron No rock required
Total Rock Armor Cell 3 north Slope
14,438 cubic feet! 27 =
Use
407 cubic yards
Use~I ____ 4~1~0~c~ub~ic~ya~r~ds~
2,139 cubic yards
Use I 2,200 cubic yards
2,610 cubic yards
728 cubic yards
Use~I __ ~7~3~0~c~ub~i~c~ya~r~d~s-J
535 cubic yards
550 cubic yards
730 cubic yards
Volume Calculation -Cell 3 (can't) page 3
10) Cell 3 South Dike, west end (Slope #7 )
Average height
Length
16 feet
1750 feet
a) Random fill to reduce slope from 3:1 to 5:1
First Wedge [16X16X5)/2 -(16X16X3)/2] X1750
= 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
[19.67 X 19.67 X 5)/2 -(19 X 19 X 5)/2] X 1750
113,351 cubic feet! 27 =
c) Rip Rap Filter 6" thick -0.5 feet
[19.5X19.5X5)/2 -(519X19X5)/2] X1750
84,219 cubic feet! 27 =
Use
16,593 cubic yards
Use I 16,600 cubic yards
17,014 cubic yards
Use I 17,100 cubic yards
33,700 cubic yards
4,198 cubic yards
Use I 4,200 cubic yards
3,119 cubic yards
3,200 cubic yards
d) Rock Apron at toe of slope [2ft X 7ft wide X 1750 long] 1 27 = 907
usel~ __ ~1,~0~00~c~u~bi~c~ya~m~s~
Total Rock Armor Slope #7 5,200 cubic yards
11) Cell 3 South Dike ( Slope #8 ) VOLUME DELETED. AREA FILLED WITH CELL 4A TAILINGS
Average height 0 feet
Length 0 feet
a) Random fill to reduce slope from 3:1 to 5:1
First Wedge
cubic yards
Use I cubic yards
Volume Calculation -Cell 3 (can't) page 4
Remaining Random Fill
Total Random Fill North Slope
b) Rock Armor 8" thick -0.67 feet
c) Rock Apron at toe of slope
Total Rock Armor Cell 3 South Dike
12) Cell 3 East Slope (Slope #9 )
Average height
Length
a) Random Fill No existing Dike
Total Random Slope #4
4 feet
800 feet
[( 4 X 4 X 5) / 2] X 800 /27 =
cubic yards
Use~I ______ ~c~ub~i~c~ya_r_d~s~
cubic yards
cubic yards
Use I cubic yards
Use 1 ...... ______ CU_b_ic~ya_r_ds__'
cubic yards
1185 cubic yards
Usel~ ___ 1_,2_0_0 __ cu_b_ic~ya_r_ds__,
1,200 cubic yards
b) Rock Armor 8" thick -0.67 feet 14.52 cubic feet per linear foot of dike
14.52 cubic foot per linear foot X 800 / 27
430 cubic feet! 27 =
c) Rip Rap Filter 6" thick -0.5 feet
10.84 cubic foot per linear foot X 800 / 27
d) Toe Apron Not required
Total Rock Armor Cell 3 East Slope
321 cubic feet! 27 =
Use
430 cubic yards
Use~I ____ 4_5_0 __ C_Ub_ic~ya_r_ds__,
321 cubic yards
325 cubic yards
450 cubic yards
Volume Calculation -Cell 3 (can't) page 5
Volume Summary -Cell 3
Lower Upper Rock Rip Rap
Bridqinq Layer Random Clay Random Armor Filter
Top of Cell 236,000 120,000 120,000 240,000 60,000 0
West ( Slope #6 ) 410 2,200 730 550
South ( Slope #7 ) 16,600 17,100 5,200 3,200
South (Slope #8 ) ---
East ( Slope #9 ) 1,200 450 325
Totals 236,000 137,010 120,000 260,500 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 236,000 6 277 100% 852.0
Cell 3 Lower Random Fill
Tailings Surface 120,000 5 296 100% 405.4
Slope 6 410 5 296 100% 1.4
Slope 7 16,600 4 368 100% 45.1
Slope 8 -5 296 100% 0.0
Slope 9 -4 296 100% 0.0
Total 451.9
Cell 3 Lower Random Fill
Tailings Surface 240,000 4 296 100% 810.8
Slope 6 2,200 4 296 100% 7.4
Slope 7 17,100 5 368 100% 46.5
Slope 8 - 4 296 100% 0.0
Slope 9 1,200 5 368 100% 3.3
Total 868.0
Cell 3 Rock Armor --use Highway Trucks
Volume Calculation -Cell 3 (con't) page 7
Clay Volume =
Clay Production Cell 3
( use same assumptions as Cell 2 )
120,000 Bank Cubic Yards (BCY)
0.8 Swell Factor
150,000 Loose Cubic Yards (LCY)
Trucking 475 LCY/hr 8 trucks plus one (1) Loader
980 Loader
D8N wI ripper
Cat 651 WW
Cat 825 Compo
14G Patrol
5000 gal WW
150,000 LCY I 475 LCY/hr = 316 hours
Hours
320
320
320
350
350
175
use 320 hours
320 X 8 Trucks = 2560 hours
Rock Armor and Rip Rap Filter Production Cell 3
70,455 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 11.25 243.2 cy per hour 290 Hours
Harold Roberts
From:
Sent:
To:
Subject:
Harold Roberts
F:xClcuiivo Vico Pmsideni, US
t: [phone] I f: [phone]
Harold Roberts
Wednesday, March 03,20108:34 AM
Harold Roberts
FW: Cell 3 -Tailings surface
1050 17th Street, Suite 950, Denver, CO 80265
DENISON MINES (USA) CORP
Y'J'NW.genisonmines.com
This e-mail is intended for exclusive usetheperson(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: [e-mail] [mailto:[e-mail]]
Sent: Wednesday, February 10, 20102:40 PM
To: Harold Roberts
Subject: RE: Cell 3 -Tailings surface
Harold,
The area below elevation "0" is approximately 48.7 acres.
Greg
1
---~-~----
Cell4A
RECLAMATION OF CELL 4A -Total
Dewatering of Cell 4A
Resource Description
Dewatering of Cell 4A
Total Dewatering of Cell 4A
Place Bridging (Platform) Lift
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 07 Dozer Operator
Cat 651 Waterwagon
Cat 651 Waterwagon Operator
Cat 14G Motorgrader
Cat 14G Motorgrader Operator
Equipment Maintenance (Butler)
Total Place Bridging (Platform) Lift
Place Lower Random Fill
Resource Description
Equipment Operators
Cat 637 Scraper
Cat 825 Compactor
Cat D8N Dozer With Ripper
Cat D7 Dozer
Cat 651 Waterwagon
Cat 14G Motorgrader
Equipment Maintenance (Butler)
Total Place Lower Random Fill
Units
Ihrs
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
Units
hrs
hrs
hrs
hrs
hrs
hrs
hrs
hrs
CosVUnit Task Units Task Cost
1 $0.481 62,4001 $30,0001
$30,000
Cost/Unit Task Units Task Cost
$205.10 689 $141,356
$17.72 689 $12,210
$93.85 172 $16,171
$13.09 172 $2,255
$94.96 172 $16,362
$13.09 172 $2,255
$80.38 172 $13,850
$13.09 172 $2,255
$107.49 172 $18,520
$16.67 172 $2,873
$70.59 172 $12,162
$18.91 172 $3,258
$20.53 2,929 $60,142
$303,668
Cost/Unit Task Units Task Cost
$18.94 1,122 $21,248
$205.10 499 $102,272
$93.85 125 $11,700
$94.96 125 $11,838
$80.38 125 $10,020
$107.49 125 $13,399
$70.59 125 $8,799
$20.53 1,122 $23,036
$202,313
Clay Layer
Resource Description
Equipment Operators
Cat 637 Scraper
Cat 825 Compactor
Cat D8N Dozer With Ripper
Cat 07 Dozer
Cat 651 Waterwagon
Cat 14G Motorgrader
Cat 980 Loader
5000 Gallon Water Truck
Highway Trucks
Truck Drivers
Equipment Maintenance (Butler)
Total Place Clay Layer
Upper Random Fill
Resource Description
Equipment Operators
Cat 637 Scraper
Cat 825 Compactor
Cat D8N Dozer With Ripper
Cat 07 Dozer
Cat 651 Waterwagon
Cat 14G Motorgrader
5000 Gallon Water Truck
Equipment Maintenance (Butler)
Total Place Upper Random Fill
Rock Armor and Filter Layer
Resource Description
Equipment Operators
Cat 07 Dozer
Cat 651 Waterwagon
Cat 14G Motorgrader
Rock Cost Delivered
Equipment Maintenance (Butler)
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
CY
hrs
Total Place Rock Armor and Filter Layer
Units Cost/Unit Task Units Task Cost
$18.94 1,060 $20,075
$205.10 0 $0
$93.85 200 $18,771
$94.96 180 $17,094
$80.38 0 $0
$107.49 180 $19,347
$70.59 200 $14,118
$92.10 150 $13,815
$62.33 150 $9,350
$38.33 1,440 $55,189
$16.67 1,440 $24,011
$20.53 1,060 $21,765
$213,533
Units Cost/Unit Task Units Task Cost
$18.94 1,360 $25,748
$205.10 544 $111,538
$93.85 136 $12,760
$94.96 136 $12,911
$80.38 136 $10,928
$107.49 136 $14,613
$70.59 136 $9,597
$62.33 136 $8,474
$20.53 1,360 $27,915
$234,482
Units Cost/Unit Task Units Task Cost
$18.94 720 $13,636
$80.38 240 $19,292
$107.49 240 $25,797
$70.59 240 $16,941
$5.77 58,970 $340,064
$20.53 720 $14,784
$430,513
Quality Control
Resource Description Units Cost/Unit Task Units Task Cost
Quality Control Contractor Ihrs 1 $62.001 1,0451 $64,7901
Total Quality Control $64,790
TOTAL RECLAMATION OF CELL 4A I $1,479,2991
Volume Calculation -Cell 4 I Updated 02/16/10
1 ) Area of Cell 4A -1,829,520 sq ft = 42.00 acres
7
2) Assumptions
3)
4)
-Bridging layer is placed using random fill from piles east of Cell 4A
-Cell will be graded to Design elevation utilizing finer materials in random fill stockpiles
and from "clay" stockpiles.
-Clay will be mined, blended, and hauled from borrow site location in Section 16 -
four miles south of the mi ll area, using belly dump trucks, clay layer on top of Cell only.
-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.
Bridging Layer ( Platform Fill ) Remaining to be placed
1,829,520 sq ft X 3 ft. 1 27 cubic feet per cubic yard = 203,280
Use I 204,000
Bring Platform Fill up to Design elevation (Lower Random)
Assume fu ll area of Cell X one (1 ) foot thick
1,829,520 sq ft X 1 ft. 1 27 cubic feet per cubic yard = 67,760
Use I 68,000
5) Placement of Clay Layer ( One (1) foot thick on top of Cell only)
Assume fu ll area of Cell X one (1) foot thick
cubic yards
cubic yards
cubic yards
cubic yards
1,829,520 sq ft X 1 ft. 1 27 cubic feet per cubic yard = 67,760 cubic yards
Use I 68,000 cubic yards
Volume Calculation Cell 4A Rev 4.1 March 2010
Volume Calculation -Cell 4A (con't) page 2
6) Upper Random Fill Volume -Top of Cell area
Assume full area of Cell X one (2) foot thick
1,829,520 sq ft X 2 ft. / 27 cubic feet per cubic yard =
7) Armor Protection -Top of Cell
Assume full area of Cell X one-half (0.5) foot thick
1,829,520 sq ft X 0.5 ft. / 27 cubic feet per cubic yard =
8) Cell 4A South Dike, ( Slope #1 )
Average height 36 feet
Length 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
= 2,073,600 cubic feeU 27 =
Remaining Random Fill
[39 X 39 X 5)/2 -(36 X 36 X 5)/2] X 1600
= 900,000 cubic feeU 27 =
Total Random Fill South Slope
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 feeU 27 =
Volume Calculation Cell 4A Rev 4.1 March 2010
135,520 cubic yards
Use I 136,000 cubic yards
33,880 cubic yards
Use I 34,000 cubic yards
76,800 cubic yards
Use I 77,000 cubic yards
33,333 cubic yards
Use I 34,000 cubic yards
111 ,000 cubic yards
7,809 cubic yards
Use I 7,800 cubic yards
Volume Calculation -Cell 4A (con't) page 3
c) Rip Rap Filter 6" thick -0.5 feet
[39.5 X 39.5 X 5)/2 -(39 X 39 X 5)/2] X 1600
157,000 cubic feet! 27 =
Use
5,815 cubic yards
6,000 cubic yards
d) Rock Apron at toe of slope [2ft X 7ft wide X 1600 long] / 27 = 830
Total Rock Armor South Slope
9) Cell 4A West Dike ( Slope #2 )
Average height
Length
26 feet
1200 feet
a) Random fill to reduce slope from 3:1 to 5:1
First Wedge [26 X 26 X 5)/2 -(26 X 26 X 3)/2] X 1200
811,200 cubic feet! 27 =
Remaining Random Fill
[29 X 29 X 5)/2 -(26 X 26 X 5)/2] X 1200
495,000 cubic feet! 27 =
Total Random Fill North Slope
b) Rock Armor 8" thick -0.67 feet
[29.67 X 29.67 X 5)/2 -(29 X 29 X 5)/2] X 1200
117,927 cubic feet! 27 =
c) Rip Rap Filter 6" thick -0.5 feet
[29.5 X 29.5 X 5)/2 -(29 X 29 X 5)/2] X 1200
Volume Calculation Cell 4A Rev 4.1 March 2010
117,000 cubic feet! 27 =
Use
Use~I ____ 8_50 __ c_u_bi_c~ya_r_ds~
8,650 cubic yards
30,044 cubic yards
Use I 30,000 cubic yards
18,333 cubic yards
Use I 19,000 cubic yards
49,000 cubic yards
4,368 cubic yards
Use I 4,500 cubic yards
4,333 cubic yards
4,500 cubic yards
Volume Calculation -Cell 4A (con't) page 4
d) Rock Apron at toe of slope [2ft X 7ft wide X 1200 long] 1 27 = 622
Total Rock Armor Cell 4A South Dike
10) Cell 4A East Slope (Slope #3)
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 feeU 27 =
Remaining Random Fill
[11 X 11 X 5)/2 -(8X8X5)/2] X 1200
= 171,000 cubic feeU 27 =
Total Random Slope #3
UseLI __ ~6~5~0~c~ub~i~c~ya~r~d~s~
5,150 cubic yards
1185 cubic yards
UseLI ___ 1~,2~0~0~c~ub~i_c~ya_r_d_s~
6,333 cubic yards
UseLI __ ~6~,5~0~0~c~ub~i~c~ya~r~d~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 1 27
645 cubic feeU 27 =
c) Rip Rap Filter 6" thick -0.5 feet
10.84 cubic foot per linear foot X 1200 127
=
c) Toe Apron Not required
Total Rock Armor Cell 4A East Slope
Volume Calculation Cell 4A Rev 4.1 March 2010
482 cubic feetl 27 =
Use
24 cubic yards
Use LI __ ..;;2;.;;.5~cu~b;;.;.ic~ya;;;.;r.;;.d~s--l
18 cubic yards
20 cubic yards
25 cubic yards
Volume Calculation -Cell 4A (con't) page 5
Volume Summary -Cell 4A
Lower Upper Rock Rip[ Rap
Bridging Layer Random Clay Random Armor Filter
Top of Cell 204,000 68,000 68,000 136,000 34,000 0
South ( Slope #1 ) 77,000 34,000 8,650 6,000
West (Slope #2 ) 30,000 19,000 5,150 4,500
East (Slope #3 ) 1,200 6,500 25 20
Totals 204,000 176,200 68,000 195,500 47,825 10,520
Volume Calculation Cell4A Rev 4.1 March 2010
Volume Calculation -Cell 4A (con't) page 6
Cell 4A Reclamation
Cat 637 Resource Requirements
Volume Route Yds/hr % Equip. Hr.
Cell 4A Bridging Lift
Tailings Surface 204,000 4 296 100% 689.2
Cell 4A Lower Random Fill
Tailings Surface 68,000 5 368 100% 184.8
Slope 1 77,000 5 368 100% 209.2
Slope 2 30,000 4 296 100% 101.4
Slope 3 1,200 5 368 100% 3.3
Total 498.6
Cell 4A Upper Random Fill
Tailings Surface 136,000 5 368 100% 369.6
Slope 1 34,000 5 368 100% 92.4
Slope 2 19,000 4 296 100% 64.2
Slope 3 6,500 5 368 100% 17.7
Total 543.8
Cell 3 Rock Armor --use Highway Trucks
Volume Calculation Cell4A Rev 4.1 March 2010
Volume Calculation -Cell 4A (con't) page 7
Clay Volume =
Clay Production Cell 4A
( use same assumptions as Cell 2 )
68,000 Bank Cubic Yards (BCY)
0.8 Swell Factor
= 85,000 Loose Cubic Yards (LCY)
Trucking 475 LCY/hr 8 trucks plus one (1) Loader
85,000 LCY I 475 LCY/hr = 179 hours
use 180 hours
180 X 8 Trucks = 1,440 hours
Machine Hours
980 Loader 180
D8N wI ripper 180
Cat 651 WW 180
Cat 825 Compo 200
14G Patrol 200
5000 qal WW 150
Rock Armor and Filter Layer Production Cell 4A
58,345 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 11.25 243.2 cy per hour 240 Hours
Volume Calculation Cell 4A Rev 4.1 March 2010
Miscellaneous
MISCELLANEOUS ITEMS
MISCELLANEOUS ITEMS
Equipment Mobilization
Resource Description
Butler Machinery Mobilization
Other Equipment Mobilization
Cranes
Total Equipment Mobilization
Office Facilities
Resource Description
Install New Powerline
Utilities for Offices
Temporary Office Trailer
Temporary Office Trailer, mob, demob & setup
Total Office Facilities
Decontamination Pad
Resource Description
Laborers
Construct Wheel Wash Facility
Total Wheel Wash Facility
MANAGEMENTISUPPORT
Resource Description
Manager/Engineer
Radiation Safety Officer
Secretary
Clerk
Environmental Technician ( Part time, 4.5 years)
Maintenance Foreman
Chemist
Security
Safety Engineer
Misc. Materials & Supplies
Health Physics Costs
Environmental Monitoring Costs, Laboratory
To~IManagemenVSupport
TOTAL MISCELLANEOUS ITEMS
3/2/2010 -2:08 PM -WMM Rec Plan Est March 2010 (1)
Units Cost/Unit Task Units Task Cost
LS $351,322\ 1 $351,322
LS $4,5501 1 $4,550
LS $2,700 2 $5,400
$361,272
Units Cost/Unit Task Units Task Cost
LS $15,000 1 $15,000
months $1,000 36 $36,000
months $1,500 3 $4,500
LS $3,000 1 $3,000
$58,500
Units Cost/Unit Task Units Task Cost
hrs $13 8,320 $104,046
LS $180,000 $180,000
Facilities constructed in 2000 & 2008 ($180,000)
$104,046
Units Cost/Unit
hrs $58.19
hrs $45.47
hrs $18.39
hrs $15.13
hrs $25.60
hrs $33.36
hrs $26.77
hrs $9.85
hrs $25.60
hrs $36.45
hrs $64.81
years $71,620.00
Task Units
6,240
6,240
6,240
4,866
4,866
6,240
2,080
18,720
4,160
6,240
2,080
4.5
Task Cost
$363,114
$283,713
$114,744
$73,621
$124,590
$208,185
$55,678
$184,462
$106,513
$227,448
$134,800
$322,290
$2,199,159
$2,722,9771
Denison Mines (USA) Corp.
White Mesa Mill
Rock Production
ROCK PRODUCTION COST
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
Filter material is 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 ($85.00/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 (1.75 rounds/hr)
Plant Plant
Rip Rap matrial fed to plant
Filter material fed to plant
PRODUCTION OF RIPRAP
Resource Description
Equipment Operators
Laborer
Cat D8N Dozer With Ripper
Cat 980 Loader
Screening Plant w/conveyors*
BLM Usage Fee
Contract Highway Trucks -Bellydumps**
Equipment Maintenance (Butler)
Total Production of RipRap
Product
Required (CY)
189,000
25,500
214,500
Units
hrs
hrs
hrs
hrs
hrs
CY
hrs
hrs
RIPRAP COST PER CUBIC YARD DELIVERED
Reject Factor
25.0%
10.0%
Cost/Unit
$18.94
$12.51
$94.96
$92.10
$64.13
$0.60
$85.00
$20.53
Material Feed
to Plant (CY)
236,250
28,050
Task Units
2,475
2,100
375
2,100
2,100
214,500
5,571
2,475
* Cost Quoted from Power Motive Corporation, Denver, Colorado updated February 22,2010
Throughput Operating
(CY/hr) Hours
122 1,900
122 ___ ---=2:..::.0~0
Task Cost
$46,874
$26,262
$35,612
$193,404
$134,670
$128,700
$473,571
$50,819
$1,089,912
$5.771
2,100
$7,000 plus $3,700 for conveyors, 176 hours per month for one month, plus screen set up at $2,000.
Mob and Demob - $ 5,000.00
** Cost quoted from Dennis Cosby, Cosby Trucking, Inc., Blanding, Utah, Updated March 01, 2010
(includes ownership expense, fuel, maintanence and operator)
3/2/2010 -2:41 PM -WMM Rec Plan Est March 2010 (1)
International Uranium (USA) Corp.
White Mesa Mill
Dawn Gagon
From:
Sent:
To:
Cc:
Subject:
Attachments:
Jim Schmitt ([e-mail]]
Monday, February 22,20108:41 AM
Dawn Gagon
Matt Binder
FW: 2512Kt Screen
Power Motive Corp006.pdf
Good morning Dawn, just a follow-up to our conversation this morning. I will honor the rental rates on this quote.
Thanks,
Jim Schmitt
Area Manager
Power Motive Corp.
Mobile [phone]
[e-mail]
From: Dawn Gagon [mailto:[e-mail]]
Sent: Friday, February 19, 2010 9:16 AM
To: Brad Neptune
Subject: 2512Kt Screen
Good Morning Brad,
In February 0[2009 you gave Amy Bushman a Quote on a rental Screen for Denison Mines. Will you please
give me a Current Quote for the exact same equipment. I have attached the original quote for reference. I
need this back today if at all possible.
Thank You,
Dawn Gagon
t: 435-678-2221 x106 I f: 435-678-2224
6425 S. Highway 191, PO Box 809,
Blanding, UT 84511
DENISON MINES (USA) CORP
www.denisonmines.com
This e-mail is intended for exclusive use the person(s) mentioned as the recipient(s). This message and any
1
Amy Bushman
From:
Sent:
To:
Cc:
Subject:
Attachments:
Dear Arrry,
Brad Neptune [[e-mail]]
Tuesday, February 24, 2009 9:33 AM
Amy Bustvnan
Mike Norris
2512KT Screen
FNG_2512kl_2512k.pdf; FT_271K..291K.pdf
Thank you for the opportunity to quote a rental screen to Denison Mines.
Last year, per the February 22, 2008 quote, we quoted our 271 K plant and our 2512KT plant. I'm attaching spec sheets
on each so you can see what each screen and plant looks like.
The 271 K plant does NOT have anyon-plant stackers, but does have a 4' x 10' two deck screen. You would need to rent
off plant hydraulic stackers to stack out two products. It is also a rubber tired plant.
The 2512KT is a Track Mounted plant that DOES have on-plant stackers and can stack out three products right off of the
plant. You do not need additional conveyors.
Rental rates are the same as quoted last year.
271K Screen $ 7,OOO/mo
2512KT Screen $12,8001 rna
36" x 60' Hyd Stacker $ 1,500 I rna
30" x 80' Hyd Stacker $ 2,2001 mo
The 271 K Screen is presently tied up on a rental. The 2512KT plant is sitting idle in Colorado Springs. I'd estimate
delivery from C Spgs to Blanding to be approximately $2,500. The present purchase price we have on the 2512KT is
$135,000, thus you may want to consider purchasing the plant as opposed to renting it for $12,800 per month.
Screen cloth and installation of screen cloth will run about $2,000 total.
Please feel free to email or call with any additional questions.
Sincerely,
Brad Neptune
970-985-5875
MOBILE SCREENS
old 'n o
SCREEN:
Kolberg" 2512K dooble deck screen: 5' x 12' screen top
and bottom deck driven by 1200 RPM vibrating roochanism
moonted on screen; Variable eccenlric shaft with five (5)
force amplitude settings on adjustable slip counte!Weights;
Rubber isolator blocKs; Hydraulic controls for variable angle
operation. Top and bottom discharge chutes, aggregate
spreader, and fixed access ladder with wrap-around
walkway for easy seroon access. Stander d material
separations range from 3" to 10M depending on
application.
POWER SYSTEM:
125 HP (100 HP for 25121<) Tier II John Deere water-
cooled diesel engine to power all plant functions and
three on-hoard stacking conveyors; 12 voll battery.
Engine moonted pumps to operate all plant functions.
NEMA4 rated instrument panel, tachomater, hour
meier. voltmeter, oil pressure gauge, oil temperature
gauge and emergency stop. Auxiliary power for l'P to
30 HP off-plant conveyors.
PLANT CAPACITY:
Screening plant can process up to 350 TPH or more of
feed material. Actual tonnages will vary depending on
application requirements: feed material size, material
separations, tlPe of screens used, weight of product and
oUler material considerations.
© 2006 Astec MJbie Screens-M rilf1!s reserved
SpecWca.fions are subject to change.
The Fold 'n Go 2512KT is a mobile track
screening plant that features a Kolberg@
double deck screen for processing sand &
gravel, topsoil, slag, crushed stone and
recycled materials, This plant offers a standard
inlet hopper chute for in line processing feed
from crushing plant or feed conveyor. As with
all Fold' n Go@ mobile screening plants, this
plant provides easy to reach engine controls
and grease points for routine service,
For material producers that prefer wheels and
need more site to site mobility, the Fold 'n Go
2512K is available, Both plants provide simple-
to-use hydraulic leveling gears, hydraulic plant
controls and screen angle adjustment
51 12
CONVEYOR SYSTEM:
2512KT: Delivery Conveyor-28' x 42' conveyor with
hydraulic drive (350 FPM); Full-length skirt boards.
Side Conveyors--Two (2) 27' x 24" swing out conveyors
with hydraulic variable speed drivB (()..350 FPM);
Flne1! Conveyor-20' x 48" cO!1veyor with hydraulic drive
(350 FPM); All cO!1veyo/s have 220 PIW, 1/8 x 1116 cover
belting, bel! eleanero md fold for Iransport
2512K: Delivery Conveyor-38' x 36" conveyor with
hydraulic drive (350 FPM). Side Conveyors--Two
(2) 27' x 24' swing out conveyors with hydraulic variable
speed drive (0-350 FPM); fine'S Conveyor-23'x 42'
conveyor with hydraulic drive (350 FPM); A!I conveyoro
have 220 PIW, 1/8 x 1116 cover beiting, belt cleeners and
fold for transport
FEEDER SYSTEM:
12 cubic yard heaped capacily hopper with 6' x 13' top
opening; Heavy-duty 25' sloped grint! v.ith 6"nominal
opening; Hydraulic dump with patented scissor aclion for
easy cleaning; Adjustable gate; 14' x 42' bel!
feader with hydraulic variable speed drive (O'DO FPM);
Belting is 330 PIW, 3/16 x 1116 cover.
CHASSIS:
2512KT: 24' I-beam; Hydraulic landing gear for leveling of
plant; Inter-Tree FL6 tracks with wireless remota conlrol for
easy jobsite movement
25121<: 21' I-beam with king pin type hitch; Hydraulic
landing gear for leveling of plan; Tandem axle assembly
with eight (8) 11 R22.5 tires and mud flaps; Leaf spring
type suspension, air brakes, rear taillights and side marker
lighto.
12
SERVICE CAPACITY:
FueL""..... ",,140 gal
Hydraulk~ Tank." .. 100 gal (150 gal for 2512K)
TRANSPORTATION: 25121<T 2512K
Weight. . ... 61,000100 54,6001bs
Height. " .. " .. ,," ".,,13' 11' (on 1O'h-Doy) 13' O'
Length.. .." . ...49' 8" 62' 2'
Width. " ... ".11'11' 11' 11"
Axles. . ..... .NJA Tandem
OPTIONS:
Bulkhead--Assists in ramping for loader feed to fand
hopper.
Remote Canlrol GriZZly-Assists in dumping oVefsize
material off feed hopper from loader.
Wings-Assists in funllBiing food malerial onto food hopper
grizzly.
Hammermill Shredder-Helps break feed material apart
for improved processing. Hydraulic conlrois can retract
shredder up and aw~ from drop zone of fead conveyor to
deliverl conveyor for material bypass of shredder.
Screen Cloth
Fng25 !2K'~s,...."o!06
Call to: __ -.::))e~,J~~~/....LS-----,:Cl..<..!tJ~s~1..,LY_________ l
Company: __ -loG-...I..£oo5~~¥---t;../.-.:../t::....:.L(!..!::7,,=(;=t;v~·r_______ I "T-v I
Phone No: (~»-) 6:zg~ Z.8tJ;O
Date: (23 -& / -20/0
Notes: Ide j;;~ CatN£~ /~U~ 20/0
# g SJ) () / //uu/t
<'£AlcU cye/lk, £J. j?ttl;~,u,1Nc-e I /A;'>~4A../ce I I;~~s
fJ~ /
de/lfecd~~
~--------------------------------~
Comments:
2006
II, '" ' •.. ·G"~~~cl;;,iik:~~;]~;:n::~--.;-~~~:~;.'~-l
II .. ~
'I Call to: lid u1c j)ou/e
II Company: rJ. s. l>LI11 -~.,.Ik.ft t2fk<.
Phone No: (tt2f) S81~ /S/1.
I
, Date: '::SlA,lo-? It. z(}'() 'I
/ I
I Subject: dlettiA/s Gsl; BLI11 2££ c. P,'I-~
!
I Notes: TeJ's COTH"' • .),:
-!i1afelZt;'/ ,1 sol) CA/ a fa,A., p1u~ke/ VAlue. /;,1.s/.$.
-CuAAelV-i ftt,;-e-/s .;f t), s(/ 1~4.-t". ... k y«d £emoved
I -7h.tt:e. (3) O/f.. h~.e. (-t) I()/(,,.,/-IJ 5tJt(ACt:.s clvse -k
I -'$IlVWJJ GJ.,/",,,A/ -e/9-.r1 dl dt /
I
II lep$ Pd4tf1J '" ~dlt-II. of J3h-~-clJ
-<j'S' I /(}W()R'/ k.JJ P4VtIc." tecl"lc..-ee w4Jl
-.g~ek die
_ Pe/tIh{fI,~ '1'-1)1 ~JJ tJ.v/es> NeW a~e,,-rl'NJ
Comments:
lit 1/
U)c, .#~, {pO leA--/3C-r I~ p.$ !tm~ ~ /)d-rna /e/lJ co.rl
~ dj4-..J/~~~ cielt;t.If.Nt'e "f r!Cce>/ IfS{,feJ.
2006
Equipment Costs
WHITE MESA MILL RECLAMATION COST
HOURLY EQUIPMENT COSTS 2010 DOLLARS
Actual equipment rates quoted from North Central Rental & Leasing, LLC, 12 month rental period
March 2, 2010
637E Scraper
D8R Dozer
D7R Dozer
825H Compactor
980 H Loader
988 H Loader
770 Haul Truck
365BL Excavator
651 Water Wagon
5000 gal Water Truck
14H/Ripper Motor Grader
Units
4
4
I RATE
I MONTHLY I
26,200
13,000
11,000
11,550
11,650
18,000
11,850
17,000
12,150
6,850
9,100
I MTCE I FUEL
HOURLY I EXPENDABLES I USAGE
148.86 8.80 23.5
73.86 4.75 8.5
62.50 4.24 7.0
65.63 4.25 13.0
66.19 4.65 9.0
102.27 6.00 11.0
67.33 6.85 8.5
96.59 7.00 13.0
69.03 5.75 17.0
38.92 3.35 10.0
51.70 3.95 5.5
Equipment Rental Rate Quoted by WorldWide Rental Services (02/19/2010) for PC 300 Excavator with Shear
PC 300 wi Shear
Small tools allocation -Demolition -
$1.35/mechanic labor hour for
oxygen/acetylene, expendables
Butler Equipment Maintenance Cost
Crane Rental Rates
60 ton Hydraulic Crane
30 ton Hydraulic Crane
Power Motive -Screen deck and conveyors
3/2/2010·227 PM -WMM Rec Plan Est March 2010 (1)
I I
19,500.00 110.80 17.99 12.5
Butler
Maintained Planned
Equipment Operating Total
Monthly Planned hours/month Operating
Maintenance Operating (other hours per
Flat Rate Hours/month equipment month
$65,430 3,218 570 3,788
RATE I MTCE I FUEL
MONTHLY I HOURLY I EXPENDABLES I USAGE
8,600 48.86 2.15 15.0
5,500 31.25 2.15 10.0
Rental Rates updated from Honnen Equipment, 02/22/2010
EQUIPMENT COSTS
I FUEL@ ! Tiros and GET TOTAL
I $1.806 I COST
42.44 5.00 $205.10
15.35 1.00 $94.96
12.64 1.00 $80.38
23.48 0.50 $93.85
16.25 5.00 $92.10
19.87 5.00 $133.14
15.35 4.00 $93.53
23.48 1.00 $128.07
30.70 2.00 $107.49
18.06 2.00 $62.33
9.93 5.00 $70.59
22.58 $151.361
Q
Fuel Cost per
Fuel Usage month,21
per day, gal, days
20 759
I FUEL@ I TOTAL
I $1.806 I COST
27.09 $78.10
18.06 $51.46
Mob/Demob I Mob/Demob I Operatinq Hrs I
per machine I Totals I per Month I
$23,300 $93,200 704
$15,500 $15,500 176
$13,700 $13,700 176
$14,300 $14,300 176
$14,100 $14,100 176
$17,000 $17,000 176
$14,600 $58,400 704
$26,400 $26,400 176
$15,750 $15,750 176
$7,100 $7,100 176
$11,150 $11,150 176
$28&;W6] 2,992
Maintenance
Cost per
Operating
Hour I Mob/Demob
$20.531 $ 64,722
Replacement Cost
$ 1,940,000
$ 650,000
$ 550,000
$ 250,000
$ 300,000
$ 345,000
$ 2,000,000
$ 425,000
$ 250,000
$ 175,000
$ 265,000
$
$
$
$
$
450,000
250,000
175,000
200,000
8,225,000
82,250
International Uranium (USA) Corp
White Mesa Mill
~~~;'AL
RENTA L & LEASING LLC
A Subsidiary of Butler Machinery Co.
March 2, 2010
Denison Mines
Attn: Harold Roberts
E-Mailedto:[e-mail]
Dear Harold:
3401 33rd Street Southwest
Po Box 9559
Fargo, ND 58106-9559
Phone [phone]
Fax [phone]
Thank you for the invitation to quote Denison Mines (Denison) 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 Denison 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.
Maintenance and Repairs:
Maintenance: The maintenance rates per hour listed on Attachment A includes the
material part items only, such as air, oil, and fuel filters, lubricant oils, grease, anti-freeze,
batteries, fan belts, lights and make-up oils. NCRL would invoice Denison actual hours
used on machines at the end of each month. Our monthly maintenance charge would be
$65,430 which includes our labor, specialized lube trucks, support vehicles and equipment,
specialized tooling, scheduled oil sampling, parts trailers and inventories, mileage and
travel expense.
March 2, 2010
Denison Mines
Page 2
Maintenance (cont.): NCRL will provide two (2) full-time maintenance technicians on site
fifty (50) hours per week on a schedule to be determined, Monday through Friday.
Denison 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 Denison for the monthly maintenance charge at the
end 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-use. Repairs include items as minor as starters,
alternators, water pumps, hydraulic hoses, etc. to the major items such as engines, transmissions,
differentials, brakes, hydraulic pumps and cylinders, etc. If time permits and Denison requests
NCRL's technician to perform repairs or maintenance on their machines, our hourly charge
would be $95.00 per hour for standard time, $122.00 per hour for overtime and $140.00 per hour
for Sundays and holidays plus materials.
Mobilization, Freight and Assembly Charges:
Mobilization: The mobilization charge of $32,361 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 Assembly Charges: The freight and assembly charges listed on Attachment A are
based upon all machines shipped by truck to the job site.
Denison would be responsible for demobilization including disassembly and return freight on all
machines. Parts, vehicles and equipment, at the end, or at time during the rental period to Rapid
City, SD
NCRL would be responsible for freight to the job site for all stock order parts shipments,
emergency repair parts, maintenance parts, and G.E.T. and bulk oil shipments.
Once the equipment has been delivered and assembled, an inspection would take place. During
the inspection, a representative of NCRL and a representative of Denison will verify on the
Acceptance Report the condition of the equipment.
Denison's Responsibilities Include:
Operators: Provide the operators as needed to operate machines as stated in Caterpillar's
operating guide. NCRL will provide, at no expense to Denison, qualified training instructors 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.
March 2, 2010
Denison Mines
Page 3
Fuel: Supply and fill all fuel for equipment including NCRL's service vehicles.
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 Denison prior to starting the repair, and invoiced at current list prices plus freight
upon completion.
Undercarriage and Tires: Denison 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 representative of NCRL/BMC, a representative of Denison
and a representative from an independent tire dealer or manufacturer would jointly verify
in writing the condition, percentage of wear, and tire value. Upon 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
Denison including both materials and labor.
Undercarriage wear on all track type machines would be NCRL's expense.
Ground Engaging Tools: Denison would be responsible 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 returned with new.
We wish to thank Denison and you for giving us the opportunity to present our proposal
and for all the consideration we receive.
Sincerely yours,
North Central Rental & Leasing
Butler Machinery Company
Oscar (j). Swenson
Rental Fleet Marketing Manager
ODS: lmc
Attachment
cc: Joel Nilde, Rental Fleet Manager
Joyce Wittkopp, Asst. Rental Fleet Manager
Attachment A
Denison Mine
Equipment Package Quote: Blanding, Utah
March 2, 2010
MINIMUM
GUARANTEED TOTAL**
MONTHLY HOURS EXCESS NUMBER OF FREIGHT MAINTENANCE
RENTAL ALLOWED HOUR MONTHS RATE CHARGES RATE
MODEL aTY RATE PER MONTH CHARGE BASED UPON TO & FROM PER HOUR
*637G 4 $26,200 EA. 176 EA. $75 EA. 12 EA. $23,300 EA. $8.80 EA.
D9RJT RIPPER 1 15,900 176 45 12 17,100 5.35
D8RJT RIPPER 13,000 176 37 12 15,500 4.75
D7RJRIPPER 1 11,000 176 32 12 13,700 4.24
825H 11,550 176 33 12 14,300 4.25
980H 11,650 176 33 12 14,100 4.65
*988H 1 18,000 176 51 12 17,000 6.00
*770 4 11,850 176 EA. 34 EA. 12 EA. 14,600 EA. 6.85 EA.
365B II 17,000 176 48 12 26,400 7.00
10,000 GAL. Water Wagon 12,150 176 35 12 15,750 5.75
5,000 GAL. Water Wagon 6,850 176 20 12 7,100 3.35
14H/M RIPPER 1 9,100 176 26 12 11,150 3.95
16H/M RIPPER 13,000 176 37 12 13,300 4.80
* PLUS TIRE WEAR
** INCLUDES ASSEMBLY AND DISASSEMBL Y
The charge for two service technician's working fifty (50) hours per week, maintenance and lube trucks, parts and
service trailers, and overhead would be $65,430 per month to be invoiced at the end of each month.
Maintenance rates per hour would be invoiced at the end of each month based upon actual hours.
Delivery and receiving mobilization charge is $32,361 each way.
January 2009 to December 2009
. Fuel Cost Calculation
Producer Price Index· Commodities #2 Diesel
January 2009
February
March
April
May
June
July
August
September
October
November
December
Fuel Cost Calculation Rev 4.1 March 2010
161.6
147.2
139.2
167.4
166.4
191.1
172.8
204.1
193.3
203.2
215.9
205.0 2167.2 $ 1.806 per Gallon *12 month Average
off road use
Bureau of Labor Statistics Data Page 1 of 1
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Change Output Options: From: 1999 To: 2009
'include graphs
Data extracted on: February 9,2010 (5:42:41 PM)
Producer Price Index-Commodities
Series Id: WPU057303
Not Seasonally Adjusted
More Formatting Ol!tiQ1.!1i~
Group: Fuels and related products and pO\<Jer
Item: No.2 diesel fuel
Base Date: 198200
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12003 97.6112.3.8(129.41102..3187:91 89:8192:7196.61 91.1 1 101:1i . 95.9198:11 100.5 1~~~:n~{iTi~~~r!I~Hlm:!lii6{li~;:ili!~:~1~6~Il ~;I!ll~Hr ~~::~: ~!~1l ~~::~. 1~~~~H~6~~li~ttl ~i6:iJg~:~ If~~t~lIi~:~\i~~·.~. HiHli~gt .. i:~:!fm~}lm:~j.····m~~c !2()0.812.7~,21287.513S3.7136S:1 1398.2, 421.0 [431:')I}<I6'] i .. 342.3 i 281.81224.111t;8:<)f3~2<1.9
L2009 1.1E)1.6! 147.2! 139,2U67,<I[1§6.41 191,1 [172.8 [204.1i193.3(P) 12QL2.(P) j21S.9(P) j20S,O{Pl.L 180.6(P)
! P : Preliminary. All indexes are subject to revision four months after original publication.
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Frequently Asked QuesJ;!2n!t I me.Q.Q.uLQf..Inf2r.mation Act I .c.ystQmer Survey
U.S. Bureau of Labor Statistics 2 t<1assachusetts Avenue, NE Washington, DC 20212-0001
www,bls.qoV I Telephone: [phone] I Do you have a J1,arn ... .Q .. u .. e.S . .tlru!?
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FONT SIZE:
21912010
Harold Roberts
From:
Sent:
To:
Subject:
Harold,
Mark [[e-mail]]
Thursday, July 09, 2009 3:05 PM
Harold Roberts
Costs
Confirming our earlier conversation, our experience has shown that a conservative number for replacement of cutting
edges and bucket teeth is $1.00 per operated hour. The costs may be slightly less for equipment such as compactors,
verses the heavier usage for scrapers, dozers, loaders and blades. Tire wear and replacement is conservatively
estimated at $4.00 per operating hour for rubber tired equipment, based on current costs for replacement tires. Costs
may be slightly less for equipment such as water wagons and blades, and these cost should cover tire damage as well.
These numbers cover 12 years of operations, on over 20 projects, large and small. For the past 12 years, these projects
utilized equipment from North Central Rental and Leasing (Butler Machinery), involving 1 OOs of Thousands of operating
hours.
Please call if you need additional information of have questions.
Mark Kerr
1
KGL Associates INC
Board of Diredors
tiahagemehtTe<\WI.
KGL Associates INC
EKperieh~1a ..
Safet)/
.Cohta~tUs·
. KGL is an
experienced
earthmover and
hazardous waste
contractor
" KGL provides a
seasoned staff
for industrial,
environmental
and contract
mining services
KGL places
Health and
Safety
above all other
business
considerations
KGL is an earthmoving and environmental
construction contractor with extensive expertise in
both hazardous waste and mining operations. With
ten years of operational project history and over 100
years of combined project management
experience, we are prepared to handle any
earthmoving or industrial project, from straight
forward dig and haul or overburden removal to
complex hazardous waste transport. Examples of
these projects include:
Remediation
Reclamation
Contract Mining
Landfill services
Pond construction
Compacted embankments
Water resource facilities
Dams
Through negotiated leasing arrangements, we have
access to any type of "yellow" iron equipment
necessary to perform. These contracts allow us to
use the newest equipment at the least overall cost to
you and your project. This allows us to be the most
competitive contractor bringing the best value to
your project. Our staff is made up of seasoned
personnel who understand how to save money
through their experience of moving millions of tons
of dirt, rock and waste. No project is beyond our
scope or capabilities.
Our personnel are OSHA 40 hour and MSHA trained
to work on both environmental and mining projects.
Our OSHA EMR is well below the standard
requirements and it is our philosophy to prioritize
health and safety above all other business
considerations.
http://www.kglassociates.comlindex.html
Page 1 of 1
7/9/2009
About KGL
About Us
B'o ardof Dire eotors
Mallage,IMlitTum
Ellperiioilce
Saf~ty
COllt:aieoiUs
Experience
,} Worked for many
of the largest
industrial and
mining
companies in the
country
Worked for
environmental,
industrial and
mining
engineering firrns
A representative list of companies that KGL and its
personnel have worked for includes:
American Gypsum
Arch Coal
'AT&T
Atlas Minerals
Better Materials Corp
, CENTEX
CEMEX
Cyprus Amax
MK-Ferguson (Washington Group)
Rio AlgomfBHP Billiton
Santa Fe Pacific (New mont)
South down Industries
Umetco
US Silica
6§'WBW®\Q@[;[ing
W\l5\'efu~!ilar
CEC Engineering
Dept of Energy
Harding ESE
HD
Knight Piesold
Mactec
RUST (Earth Tech)
US Corp of Engineers
http://www.kglassociates.com/aboutus.html
Page 1 of 1
7/912009
HONNEN
~EQUIPMENT CD • GROVE.
JoHN DEERE
February 22, 2010
Dawn Gagon
Denison Mines USA
6425 S. Hwy 191
Blanding, UT 84511
Dear Dawn:
We are pleased to quote rental rates on the following:
1. Grove RT530E (30 ton) Crane $5,500.00/Month
2. Grove RT760E (60 ton) Crane $8,600.00/Month
3. Grove RT875E (75 ton) Crane $lO,700.00/Month
/'T".
NATlONAL <liiIr• WIRmEN CRANI! I. GROlTi' '-...L/
Freight will be out portal to portal at current trucking rates depending also on location of cranes.
We believe the equipment as quoted will exceed your expectations. On behalf of Honnen Equipment Co., thank
you for the opportunity to quote Grove Ufting machinery. Please call if you have any questions or comments.
Sincerely,
Shane Frazee
Territory Manager
970-270-2070 cell
800-746-6636 office
This proposal subject to the following conditions:
1) Quote valid for 30 days.
2) Specific quoted units subject to availability.
5055 E 7Z'" Avenue
Commerce City. CO 80022
303-287-7506
23581-70 Frontage Road
Grand Junction, CO 81505
970-243-7090
16 Girard Stl8et
PO Box 27
Durango, CO 81303
970-247-4460
150 Sat Creel< Highway
PO Box 1180
Mills. WY 82644
307-266-4474
5217 S. Highway 59
Gil/ette. WY 82718
307-68&4288
Dawn Gagon
From:
Sent:
To:
[e-mail]
Friday, February 19, 2010 9:23 AM
Dawn Gagon
Subject: Denison Mines Rental Quote # 870 for Jobsite Blanding,UT
Dawn,
Here is the' updated quote. Please let me know if you have any questions or if there is anything else you need. Thanks
Brian
RENTAL QUOTE
Worldwide Rental Services -SLC
1125 Legacy View Street I Salt Lake City, UT I Phone [phone] I Fax \ 801 )978-3777
Client
Dawn Gagon
Denison Mines
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Job site
Blanding,UT
Date
02/19/2010
Quote #
870
Expiration Date
03/21/2010
Estimated start
We are pleased to offer the following quote.
Do not hesitate to conlact us with any question or concems.
Qty. Equipment Freight (one-way) •
PC300 Excavator wi shear $2,275
Representative
Brian Bryson
Email: [e-mail]
Mobile : [phone]
Monthly rate *
$19,500
Weekly rate *
$6,500
• All Rates are per Machine. Special use and Sales tax are not included in above rates.
Terms and Conditions
1.-All equipment is subject to availability.
2.-Monthly rate (28 day billing cycle) is based on 200 hours usage. Overtime will be billed at 70% of the hourly rate.
3.-Payment terms are due upon receipt, unless otherwise specified.
4.-Credit approval will be determined by credit information supplied by the contractor to Worldwide, prior to job mobilization.
5.-Ground engaging tool wear to be billed at the end of the contract.
6.-Machine month is defined as cost of one machine per 28 day month. If multiple units are required, multiply the base rate
limes the number of units required.
1
Labor Costs
Specified Wages
Heavy Construction 2010 Estimated Labor Rates"
Labor Classification Base Rate Mandated Fringe
Boiler Makers $25.22 $18.76
Millwrights $20.82 $4.28
Ironworkers $21.84 $9.92
Carpenters $14.75 $3.03
Cement Masons $14.00 $0.56
Electricians $14.52 $2.71
Ironworkers -Reinforcing $14.00
Laborers (including pipelayers) $9.00 $0.00
Pipefitters $12.60
POWER EQUIPMENT OPERATORS
Backhoes $10.00
Cranes $10.43
Dozers $13.63
Graders $13.61
Loaders $11.38
Scrapers $12.75
Trackhoes $13.63
Tractors $9.42
Truck Drivers $12.00
17.67%
Labor Burden
(FICA, SUI,
FUI. etc
$4.46
$3.68
$3.86
$2.61
$2.47
$2.57
$2.47
$1.59
$2.23
$1.77
$1.84
$2.41
$2.40
$2.01
$2.25
$2.41
$1.66
$2.12
LABOR COSTS
21.28%
Company
Benefits
(medical, life
insure. etc)
no added cost
$0.15
no added cost
$0.11
$2.42
$0.38
$2.98
$1.92
$2.68
$213
$2.22
$2.90
$2.90
$2.42
$2.71
$2.90
$2.00
$2.55
Fringe Costs
$23.22
$8.11
$13.78
$5.75
$5.45
$5.66
$5.45
$3.51
$4.91
$3.90
$4.06
$5.31
$5.30
$4.43
$4.97
$5.31
$3.67
$4.67
Note: base rates do not include FICA, worker comp, unemployment, or company benefits which increase the cost per hour
** State of Utah -General Decision -Current Update UT20080073, 4 pages, 02/12/2010
311/2010 -1:15 PM -WMM Rec Plan Est March 2010 (1)
Labor CostiH R
$48.44
$28.93
$35.62
$20.50
$19.45
$20.18
$19.45
$12.51
$17.51
$13.90
$14.49
$18.94
$18.91
$15.81
$17.72
$18.94
$13.09
$16.67
Payroll Taxes
WC
UI
% of employee pay
7.65
9.42
0.60
17.67
Denison Mines (USA) Corp
White Mesa Mill
Nonspecified Wages Base Rate***
Survey Crew Member $11.45
Sample Crew Member $11.45
Mechanic (Demolition) $11.89
Manager/Engineer $41.88
Radiation Safety Officer $32.72
Secretary $13.23
Clerk $10.89
Engineer $32.72
Environmental Technician $18.43
Safety Engineer $18.43
Maintenance Foreman $24.01
Security Personnel $7.09
Chemist $19.26
*** Reflects 2.7% cost of living raise for 201 0
3/1/2010-1:15PM -WMM Rec Plan Est March2010(1)
Labor Burden
(FICA, SUI,
Mandated Fringe FUI, etc.
$0.00 $2.02
$0.00 $2.02
$0.00 $2.10
$0.00 $7.40
$0.00 $5.78
$0.00 $2.34
$0.00 $1.92
$0.00 $5.78
$0.00 $3.26
$0.00 $3.26
$0.00 $4.24
$0.00 $1.25
$0.00 $3.40
LABOR COSTS
Company
Benefits
(medical, life
insure, etc)
$2.44
$2.44
$2.53
$8.91
$6.96
$2.82
$2.32
$6.96
$3.92
$3.92
$5.11
$1.51
$4.10
Fringe Costs Labor CostlHR
$4.46 $15.91
$4.46 $15.91
$4.63 $16.53
$16.31 $58.19
$12.75 $45.47
$5.15 $18.39
$4.24 $15.13
$12.75 $45.47
$7.18 $25.60
$7.18 $25.60
$9.35 $33.36
$2.76 $9.85
$7.50 $26.77
Denison Mines (USA) Corp.
White Mesa Milt
GENERAL DECISION: UT20080073 02/12/2010 UT73
Date: February 12, 2010
General Decision Number: UT20080073 02/12/2010
State: Utah
Construction Type: Heavy
County: San Juan County in Utah.
Including Natural Gas Pipeline Construction
Modification Number
o
1
2
Publication Date
10/10/2008
12/25/2009
02/12/2010
ENGI0003-047 07/01/2009
Excluding Natural Gas Pipeline Construction
Rates
POWER EQUIPMENT OPERATOR
(3)Backhoe .................. $ 24.53
* ENGI0003-054 02/02/2010
Natural Gas Pipeline Construction Only
POWER EQUIPMENT OPERATOR
Backhoe/Excavator/Trackhoe,
Blade/Grader, Boom,
Bulldozer, Crane,
Rates
Mechanic, Trencher .......... $ 35.10
Oiler ....................... $ 20.62
LAB00295-018 11/01/2007
Natural Gas Pipeline Construction Only
Rates
LABORER
Chain Saw and Power Drill ... $ 18.86
Common or General, Nail
gun, Pipelayer, Pot Tender .. $ 17.61
Formworker .................. $ 18.61
Powderman ................... $ 19.36
Sandblaster ................. $ 18.36
SUUT2008-028 08/19/2008
Rates
CARPENTER, Including Form Work
Fringes
12.40
Fringes
12.49
9.37
Fringes
4.94
4.94
4.94
4.94
4.94
Fringes
Page 1 of4
http://frwebgate.access.gpo.gov/cgi-binigetdoc.cgi?dbname=Davis-Bacon&docid=UT2008 ... 2/2512010
(Excluding Natural Gas
Pipeline Construction Form
Work) ............................ $ 14.75
CEMENT MASON/CONCRETE FINISHER ... $ 14.00
LABORER: Mason Tender -
Cement/Concrete .................. $ 9.00
LABORER: Common or General
(Excluding Natural Gas
Pipeline Construction) ........... $ 12.00
LABORER: Pipe1ayer (Excluding
Natural Gas Pipeline
Construction) .................... $ 9.00
OPERATOR : Roller (Dirt and
Grade Compacti on) ................ $ 10.89
OPERATOR: Trackhoe
(Excluding Natural Gas
Pipeline Construction) ........... $ 13.63
OPERATOR: Blade/Grader
(Excluding Natural Gas
Pipeline Construction) ........... $ 13.61
OPERATOR: Excavator
(Excluding Natural Gas
Pipeline Construction) ........... $ 12.75
OPERATOR : Front End Loader ....... $ 11.38
TRUCK DRIVER (Excluding
Natural Gas Pipeline
Construction) .................... $ 12.00
TEAM0222-020 11/01/2007
NATURAL GAS PIPELINE CONSTRUCTION ONLY
TRUCK DRIVER
Group 1:
Articulated End Dump , Low
Boy, Rollagon or Similar
type Equipment, Truck
Rates
Mechanic ................... $ 27 .14
Group 2:
A-Frame , Challenger(For
transportation purposes),
Forklift, Fuel Truck, Gin
Pole, Rubber-Tired
Tractor, Tandem Float (4
& 5 Axle), Track
Truck/All-Track Dumper
Equipment , Vacuum Truck,
Winch Truck ................ $ 26.68
Page 20[4
3.03
0.56
0.36
0.00
0.00
0.00
0 .00
0 .00
0 .00
0.00
0.00
Fringes
8.74
8.74
http://frwebgate.access.gpo.gov/cgi-binigetdoc.cgi?dbname=Davis-Bacon&docid=UT2008... 2/2512010
Group 3:
Ambulance , Bus, Dump
Truck (2 and 3 axle),
Flatbed Truck (2 and 3
axle), Grease Truck, Hot
Pass Truck (3 axle),
Jeep, Pick-up, Single
Axle Float (3 axle), Skid
Truck (2 and 3 axle),
Station Wagon, Stringer
Bead & Hot Pass (2 axle),
Swamp Buggy/ Marsh Buggy,
or similar type
equipment, Team Driver,
Water Truck (2 and 3 axle).$ 26.39
Premium Pay:
8.74
Add $1.25 to the above Rate for the following classifications
Group 1: Low Boy and Truck Mechanic
Group 2: Stringer Truck
WELDERS -Receive rate prescribed for craft performing
operation to which welding is incidental.
Unlisted classifications needed for work not included within
the scope of the
classifications listed may be added after award only as
provided in the labor
standards contract clauses (29 CFR 5.5 (a) (1) (ii) ) .
In the listing above, the "SUn designation means that rates
listed under the
identifier do not reflect collectively bargained wage and
fringe benefit
rates. Other designations indicate unions whose rates have
been determined
to be prevailing.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in he matter? This can
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage
determination matter
* a conformance (additional classification and rate) ruling
Page 3 of 4
http://frwebgate.access.gpo.gov/cgi-binigetdoc.cgi?dbname=Davis-Bacon&docid=UT2008 ... 2/25/2010
On survey related matters, initial contact, including requests
for summaries
of surveys, should be with the Wage and Hour Regional Office
for the area in
which the survey was conducted because those Regional Offices
have
responsibility for the Davis-Bacon survey program. If the
response from this
initial contact is not satisfactory, then the process described
in 2.) and
3.) should be followed.
With regard to any other matter not yet ripe for the formal
process
described here, initial contact should be with the Branch of
Construction
Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an
interested party
(those affected by the action) can request review and
reconsideration from
the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR
Part 7).
Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested
party's position and by any information (wage payment data,
project
description, area practice material, etc.) that the requestor
considers
relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested
party may appeal directly to the Administrative Review Board
(formerly the
Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
Page 4 of 4
http://frwebgate.access.gpo.gov/cgi-binigetdoc.cgi?dbname=Davis-Bacon&docid=UT2008 ... 2/25/2010
Long Term Care
LONG TERM CARE CALCULATION
March 2010
Base Amount (Starting in Dec. 1978)
CPI-U December, 1978
CPI-U December 2009
$250,000
67.7
215.9
Adjusted Long Term Care = $250,000 x (CPI-U most recent / CPI-U Dec., 1978)
Adjusted Long Term Care $797,448
Denison Mines (USA) Corp.
2/11/2010 -12:43 PM -WMM Rec Plan Est March 2010 White Mesa Mill
Bureau of Lahor Statistics Data Page 1 of 1
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BUREAU or LABOR STATISTICS
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Databases FONT SIZE:
Change Output Options: From: 1999 To: 2009
-'include graphs
1\'lor8 Formatting ()ptions~
Data extracted on: February 9,2010 (5:40:41 PM)
Consumer Price Index -All Urban Consumers
Ser~es rd: CUUROOOOSAO
Not Seasonally Adjusted
Area: U. S. c.i. ty average
Item: All items
Base Period: 1982-84=100
li:;;+i~~.31 i~L i i:~.o j1~L j .. i~~ 21 Jl~~.2j~~~.7L -i~;.ll·j]i:')i ~~~.2 i '~~b!l: '~:~3IAni1~a~IH~t~~!Ii~ti~:
L?()OOI ~i~8:8T16~:8J 1.71.2 1 -171031 1.7i~-511.72:41 172.81 i72.8[ 173.71 174.oi 174.1,i74:0rli2~2T170:8!i73:6i
i ?()O!i 175.1 i 175.8 1 i76'.2 i1!6:<)Li .. '.;.-... ~ .• ,.·.~.rl'i78.0 1'177j [H~~fl-178.3 i 177:7! _ 177:4[ 176: iT 177.1 r176·~T1.77:5 i20()2i 177,11 17:7.81 17~.81 179.8i~79.91_180.1iI1s1.oi 181.3[ 18L3Ii80~9! i .. ~ ..•. ~.-.:~ .•.. _.II 178.9[ 180.9
12003 L 11)1:71 18:3.1 r 184.2! -l,i._.~ .. _ ..• _~_·._ .• ,:.~ .. _-.. ll 183.sl 183.7 ! ,11)3:91 18±:61 issjli.ss.ciT 184.5 j 184,31 . 183.3 i 184.6
[2004i 185.21186:2] i'si:4[ j8~j[ 189:7] 189.41 189,51 189:91 190:91 191,0] 1~o.31 188.91i.87~6'1 190.2
120051 190.71 1~1:81 193.31 194,61 194.41 19_4,5[195.41 196:4! 198.8 j 199.21 197,61 196.8!1')5:3~19}.21 197.4
!20061 198.3, 198.71 199.81 20L51 202.5, 202.91 203.51 203.91 202.9' 201.8 1 20L51 20L81 20L61 200.61 202.6 !~~:~ilH!~H~\m:n~i~n:~~~I~~n;~ j~ttHHm~i~nEH~t I~I~:~~:[~~H~ll~~rH!I~~l~HI~~it!~\~~n~~lm~t~rl~~~.m
Quick Links
Tools
At a Glance Tables
Economic News Releases
Databases & Tables
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Calculators
Inflation
Location Quotient
Injury And Illness
Help
Help & Tutorials
A to Z Index
FAQs
Glossary
About BLS
Contact Us
Info
What's New
Careers @ BLS
Find It! DOL
Join our Mailing Lists
Privacy & Security
Linking & Copyright Information
U.S. Bureau of labor Statistics 2 Massachusetts Avenue, NE Washington, DC 20212~OOOl
JI'lWJ.Y..Jl~9-QlL I Telephone: [phone] I Do you have a .I1.iI.tlLruJru..ti,QU'
http://data.hls.gov/cgi-hinlsurveymost 2/912010