DRC-2009-000604 - 0901a06880105a68

OliC/ ..PoL^i - CCOUc)L{
DENISOIsn/
MINES
March 6, 2009
^^^:3^17^^
Denison Mkms (US/^ Corp.
1050 ITU) Street, Suite 990
Denver, CO 90XU
USA
Tei: 303628-7798
Fax: [phone]
w««w.denisomninea.coffl
Sent Via Federal Express
Mr. Dane Finerfrock, Executive Secretary
Utah Radiation Control Board
Utah Department of Enviromnental Quality
168 North 1950 West
P.O. Box 144810
Salt Lake City, UT 84114-4810
Dear Mr. Finerfrock:
Re: Revised Cost Estimates for Reclamation of the White Mesa MiU and Tailings Management
System-Electronic Copy
In accordance with the reporting requirements found at UAC R313-12-111, please fmd enclosed an
electronic "test searchable" copy ofthe document Cost Estimates for Reclamation ofthe White Mesa
Mill and Tailings Management System, February, 2009.
If you should have any questions regarding this matter please contact me
Yours very truly,
n
DENISON MINES (USA) CORP.
Steven D. Landau
Manager, Enviromnental Affairs
Cc Ron Hochstein
Harold Roberts
David Frydenlund
OENISOJ)~~
MINES
Denison Mines (USA)Corp.
1050 17th Street,Suite 950
Denver,CO 80265
USA
Tel:[phone]
Fax:[phone]
www.denisonmines.com
Revised Cost Estimates
for
Reclamation
of the
White Mesa Mill and Tailings
Management System
Blanding,Utah
February 2009
State of Utahlle.(2)Byproduct Material License #UT1900479
Copy 1 State of Utah
Denison Mines (USA)Corp.
www.denisonmines.com
1050 17th Street,Suite 950
Denver,CO,USA 80265
Tel:[phone]
Fax:[phone]
Cost Summary
WHITE MESA MILL RECLAMATION COST ESTIMATE
February 2009 Revision
Mill Decommissioning
Cell 1
Cell 2
Cell 3
Cell4A
Miscellaneous
Subtotal Direct Costs
Profit Allowance
Contingency
Licensing &Bonding
UDEQ Contract Administration
Long Term Care Fund
Total Reclamation
Revised Bond Amount
3/3/2009 -8:33 AM -WMM Rec Plan Est February 2009.xls
$1,901,661
$1,736,609
$1,460,678
$1,854,647
$1,395,386
$2,551,975
$10,900,955
10.00%$1,090,096
15.00%$1,635,143
2.00%$218,019
4.00%$436,038
$776,322
$15,056,573
$15,056,573
Denison Mines (USA)Corp.
White Mesa Mill
Mill Decommissioning
MILL DECOMMISSIONING
Mill Building Demolition
MILL DECOMMISSIONING
Resource Description Units CostlUnit Task Units Task Cost
Equipment Operators hrs $18.43 720 $13,273
Mechanics hrs $15.59 640 $9,976
Laborers hrs $12.17 320 $3,895
Small Tools hrs $1.35 960 $1,296
Cat 769 Haul Truck hrs $89.45 640 $57,248
Truck Drivers hrs $16.23 640 $10,387
Cat 988 Loader hrs $128.06 160 $20,489
Cat 365 Excavator hrs $127.54 160 $20,407
Cat 330 wi PC-400 metalShears hrs $172.17 160 $27,547
65 Ton Crane hrs $96.82 160 $15,492
30 Ton Crane hrs $59.58 80 $4,767
Equipment Maintenance (Butler)hrs $21.15 1,360 $28,765
Concrete Removal sf $3.30 37,500 $123,750
Total Mill Building Demolition
Ore Feed Demolition
Resource Description Units Cost/Unit Task Units
$337,292
Task Cost
Equipment Operators hrs $18.43 48 $885
Mechanics hrs $15.59 64 $998
Laborers hrs $12.17 32 $390
Small Tools hrs $1.35 96 $130
Cat 769 Haul Truck hrs $89.45 64 $5,725
Truck Drivers hrs $16.23 64 $1,039
Cat 988 Loader hrs $128.06 16 $2,049
Cat 365 Excavator hrs $127.54 16 $2,041
Cat 330 wi PC-400 metalShears hrs $172.17 16 $2,755
30 Ton Crane hrs $59.58 $0
Equipment Maintenance (Butler)hrs $21.15 112 $2,369
Total Ore Feed Demolition
SX Building Demolition
Resource Description Units Cost/Unit Task Units
$18,378
Task Cost
Equipment Operators hrs $18.43 240 $4,424
Mechanics hrs $15.59 320 $4,988
Laborers hrs $12.17 160 $1,948
Small Tools hrs $1.35 480 $648
Cat 769 Haul Truck hrs $89.45 320 $28,624
Truck Drivers hrs $16.23 320 $5,194
Cat 988 Loader hrs $128.06 80 $10,245
Cat 365 Excavator hrs $127.54 80 $10,203
Cat 330 wi PC-400 metalShears hrs $172.17 80 $13,774
65 Ton Crane hrs $96.82 $0
30 Ton Crane hrs $59.58 $0
Equipment Maintenance (Butler)hrs $21.15 560 $11,844
Concrete Removal sf $3.30 55,970 $184,701
Total SX Building Demolition
3/3/2009-8:33 AM-WMM Ree Plan Est February 2009.xls
$276,593
Denison Mines (USA)Corp.
White Mesa Mill
MILL DECOMMISSIONING
CCD Circuit Removal
Resource Description Units CosVUnit Task Units Task Cost
Equipment Operators hrs $18.43 135 $2,489
Mechanics hrs $15.59 120 $1,870
Laborers hrs $12.17 60 $730
Small Tools hrs $1.35 180 $243
Cat 769 Haul Truck hrs $89.45 120 $10,734
Truck Drivers hrs $16.23 120 $1,948
Cat 988 Loader hrs $128.06 30 $3,842
Cat 365 Excavator hrs $127.54 30 $3,826
Cat 330 wi PC-400 metalShears hrs $172.17 30 $5,165
65 Ton Crane hrs $96.82 30 $2,905
30 Ton Crane hrs $59.58 15 $894
Equipment Maintenance (Butler)hrs $21.15 255 $5,393
Concrete Removal sf $3.30 15,000 $49,500
Total CCD Circuit Removal
Sample Plant Removal
Resource Description Units CostlUnit Task Units
$89,539
Task Cost
Equipment Operators hrs $18.43 24 $442
Mechanics hrs $15.59 32 $499
Laborers hrs $12.17 16 $195
Small Tools hrs $1.35 48 $65
Cat 769 Haul Truck hrs $89.45 32 $2,862
Truck Drivers hrs $16.23 32 $519
Cat 988 Loader hrs $128.06 8 $1,024
Cat 365 Excavator hrs $127.54 8 $1,020
Cat 330 wi PC-400 metalShears hrs $172.17 8 $1,377
30 Ton Crane hrs $59.58 $0
Equipment Maintenance (Butler)hrs $21.15 56 $1,184
Concrete Removal sf $3.30 4,200 $13,860
Total Sample Plant Removal
Boiler Demolition
Resource Description Units CosVUnit Task Units
$23,049
Task Cost
Equipment Operators hrs $18.43 120 $2,212
Mechanics hrs $15.59 160 $2,494
Laborers hrs $12.17 80 $974
Small Tools hrs $1.35 240 $324
Cat 769 Haul Truck hrs $89.45 160 $14,312
Truck Drivers hrs $16.23 160 $2,597
Cat 988 Loader hrs $128.06 40 $5,122
Cat 365 Excavator hrs $127.54 40 $5,102
Cat 330 wi PC-400 metalShears hrs $172.17 40 $6,887
65 Ton Crane hrs $96.82 $0
30 Ton Crane hrs $59.58 $0
Equipment Maintenance (Butler)hrs $21.15 280 $5,922
Concrete Removal sf $3.30 2,900 $9,570
Total Boiler Demolition
3/3/2009 -8:33 AM-WMM Rec Plan Esl February2009.xls
$55,516
Denison Mines (USA)Corp.
While Mesa Mill
MILL DECOMMISSIONING
Vanadium Oxidation Circuit Removal
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 48 $885
Mechanics hrs $15.59 64 $998
Laborers hrs $12.17 32 $390
Small Tools hrs $1.35 96 $130
Cat 769 Haul Truck hrs $89.45 64 $5,725
Truck Drivers hrs $16.23 64 $1,039
Cat 988 Loader hrs $128.06 16 $2,049
Cat 365 Excavator hrs $127.54 16 $2,041
Cat 330 wi PC-400 metalShears hrs $172.17 16 $2,755
65 Ton Crane hrs $96.82 $0
30 Ton Crane hrs $59.58 $0
Equipment Maintenance (Butler)hrs $21.15 112 $2,369
Concrete Removal sf $3.30 1,200 $3,960
Total Vanadium Oxidation Circuit Removal
Main Shop/Warehouse Demolition
Resource Description Units Cost/Unit Task Units
$22,338
Task Cost
Equipment Operators hrs $18.43 96 $1,770
Mechanics hrs $15.59 128 $1,995
Laborers hrs $12.17 64 $779
Small Tools hrs $1.35 192 $259
Cat 769 Haul Truck hrs $89.45 128 $11,450
Truck Drivers hrs $16.23 128 $2,077
Cat 988 Loader hrs $128.06 32 $4,098
Cat 365 Excavator hrs $127.54 32 $4,081
Cat 330 wi PC-400 meta/Shears hrs $172.17 32 $5,509
Equipment Maintenance (Butler)hrs $21.15 224 $4,738
Concrete Removal sf $3.30 19,300 $63,690
Total Main Shop/Warehouse Demolition
Decon Pads (2)Demolition
Resource Description Units Cost/Unit Task Units
$100,447
Task Cost
Equipment Operators hrs $18.43 48 $885
Mechanics hrs $15.59 64 $998
Laborers hrs $12.17 32 $390
Small Too/s hrs $1.35 96 $130
Cat 769 Haul Truck hrs $89.45 64 $5,725
Truck Drivers hrs $16.23 64 $1,039
Cat 988 Loader hrs $128.06 16 $2,049
Cat 365 Excavator hrs $127.54 16 $2,041
Cat 330 wi PC-400 metalShears hrs $172.17 16 $2,755
Equipment Maintenance (Butler)hrs $0.00 112 $0
Concrete Removal sf $3.30 1,350 $4,455
Total Decon Pads (2)Demolition
Office Building Demolition
Resource Description Units Cost/Unit Task Units
$20,464
Task Cost
Equipment Operators hrs $18.43 72 $1,327
Mechanics hrs $15.59 96 $1,496
Laborers hrs $12.17 48 $584
Small Tools hrs $1.35 144 $194
Cat 769 Haul Truck hrs $89.45 96 $8,587
Truck Drivers hrs $16.23 96 $1,558
Cat 988 Loader hrs $128.06 24 $3,073
Cat 365 Excavator hrs $127.54 24 $3,061
Cat 330 wi PC-400 metalShears hrs $172.17 24 $4,132
Equipment Maintenance (Butler)hrs $21.15 168 $3,553
Concrete Removal sf $1.25 12,100 $15,125
Total Office Building Demolition
3/3/2009 -8:33 AM-WMM Rec Plan Est February 2009.xls
$42,692
Denison Mines (USA)Corp.
White Mesa Mill
MILL DECOMMISSIONING
Misc.Tankage &Spare Parts Removal
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 24 $442
Mechanics hrs $15.59 32 $499
Laborers hrs $12.17 16 $195
Small Tools hrs $1.35 48 $65
Cat 769 Haul Truck hrs $89.45 32 $2,862
Truck Drivers hrs $16.23 32 $519
Cat 988 Loader hrs $128.06 8 $1,024
Cat 365 Excavator hrs $127.54 8 $1,020
Cat 330 w/PC-400 metalShears hrs $172.17 8 $1,377
Equipment Maintenance (Butler)hrs $21.15 56 $1,184
Total Misc.Tankage &Spare Parts Removal
Mill Yard Decontamination
Resource Description Units Cost/Unit Task Units
$9,189
Task Cost
Equipment Operators hrs $18.43 582 $10,729
Cat 637 Scraper hrs $201.83 257 $51,871
Cat 988 Loader hrs $128.06 65 $8,324
Cat D8N Dozer With Ripper hrs $94.08 65 $6,115
Cat D7 Dozer hrs $79.39 65 $5,161
Cat 651 Waterwagon hrs $108.06 65 $7,024
Cat 14G Motorgrader hrs $65.19 65 $4,237
Equipment Maintenance (Butler)hrs $21.15 582 $12,310
Total Mill Yard Decontamination
Ore Storage Pad Decontamination
Resource Description Units Cost/Unit Task Units
$105,771
Task Cost
Equipment Operators hrs $18.43 429 $7,908
Cat 637 Scraper hrs $201.83 189 $38,146
Cat 988 Loader hrs $128.06 48 $6,147
Cat D8N Dozer With Ripper hrs $94.08 48 $4,516
Cat D7 Dozer hrs $79.39 48 $3,811
Cat 651 Waterwagon hrs $108.06 48 $5,187
Cat 14G Motorgrader hrs $65.19 48 $3,129
Equipment Maintenance (Butler)hrs $21.15 429 $9,074
Total Ore Storage Pad Decontamination
Equipment Storage Area Cleanup
Resource Description Units Cost/Unit Task Units
$77,918
Task Cost
Equipment Operators hrs $18.43 154 $2,839
Cat 637 Scraper hrs $201.83 69 $13,926
Cat 988 Loader hrs $128.06 17 $2,177
Cat D8N Dozer With Ripper hrs $94.08 17 $1,599
Cat D7 Dozer hrs $79.39 17 $1,350
Cat 651 Waterwagon hrs $108.06 17 $1,837
Cat 14G Motorgrader hrs $65.19 17 $1,108
Equipment Maintenance (Butler)hrs $21.15 154 $3,257
Total Equipment Storage Area Cleanup
3/3/2009 -8:33 AM-WMM Ree Plan Est February 2009.xls
$28,094
Denison Mines (USA)Corp.
White Mesa Mill
MILL DECOMMISSIONING
Revegetate Mill Yard &Ore Pad
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 231 $4,258
Cat 637 Scraper hrs $201.83 132 $26,642
Cat 988 Loader hrs $128.06 0 $0
Cat D8N Dozer With Ripper hrs $94.08 33 $3,105
Cat D7 Dozer hrs $79.39 33 $2,620
Cat 651 Waterwagon hrs $108.06 $0
Cat 14G Motorgrader hrs $65.19 33 $2,151
Equipment Maintenance (Butler)hrs $21.15 231 $4,886
Total Revegetate Mill Yard &Ore Pad
Total Demolition and Decontamination
CLEANUP OF WINDBLOWN CONTAMINATION
Scoping Survey
Resource Description Units Cost/Unit Task Units
$43,662
$1,250,9431
Task Cost
Soil Samples each $50.00 100 $5,000
Survey Crew hrs $15.00 752 $11,281
Sample Crew hrs $15.00 1,312 $19,682
Total Scoping Survey $35,964
Characterization Survey
Resource Description Units Cost/Unit Task Units Task Cost
Soil Samples each $50.00 472 $23,600
Sample Crew hrs $15.00 1,136 $17,042
Total Characterization Survey $40,642
Final Status Survey
Resource Description Units Cost/Unit Task Units Task Cost
Soil Samples each $50.00 300 $15,000
Sample Crew hrs $15.00 3,552 $53,287
Total Final Status Survey $68,287
Windblown Cleanup
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 1,190 $21,937
Cat 637 Scraper hrs $201.83 680 $137,246
Cat D8N Dozer With Ripper hrs $94.08 170 $15,994
Cat D7 Dozer hrs $79.39 170 $13,497
Cat 14H Motorgrader hrs $65.19 170 $11,082
Soil Samples each $50.00 500 $25,000
Survey Crew hrs $15.00 163 $2,445
Sample Crew hrs $15.00 83 $1,245
Equipment Maintenance (Butler)hrs $21.15 1,190 $25,169
Units
Total Windblown Cleanup
Quality Control
Resource Description
Quality Control Contractor
Total Quality Control
Total Cleanup Windblown Contamination
3/3/2009 -8:33 AM-WMM Rec Plan Est February 2009.xls
$253,617
Cost/Unit Task Units Task Cost
IL-hr_s $_62_.0_01 2:-,0_80......1__$:-1_28....;.,9_6_°1
$128,960
$527,4691
Denison Mines (USA)Corp.
White Mesa Mill
MILL DECOMMISSIONING
Conventional Ore Disposal
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 604 $11,140
Cat 769 Haul Truck (3)hrs $89.45 333 $29,749
Cat 988 Loader hrs $128.06 111 $14,196
Cat 651 Waterwagon hrs $108.06 111 $11,980
Cat 14G Motorgrader hrs $65.19 50 $3,259
Equipment Maintenance (Butler)hrs $21.15 604 $12,781
Total Conventional Ore Disposal
Total Quantity
Alternate Feed Disposal
65,185 Cubic Yards'
196 Cubic Yards per Truck per hour
333 Truck Hours
,88,000 tons maximum projected for 2008
$83,1061
Cabot and FMRI Material
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 153 $2,821
Cat 769 Haul Truck (3)hrs $89.45 62 $5,531
Cat 988 Loader hrs $128.06 21 $2,639
Cat 651 Waterwagon hrs $108.06 21 $2,227
Cat 14G Motorgrader hrs $65.19 50 $3,259
Equipment Maintenance (Butler)hrs $21.15 153 $3,237
Total Cabot &FMRI Material
Total Quantity 12,119 CubicYards'(as of 01/31/09)
196 Cubic Yards per Truck per hour
62 Truck Hours
,Includes Linde,Cabot and FMRI
$19,716
Cameco Barrels and Honeywell Barrels
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $16.23 190 $3,092
Flat Bed Trailer and Tractor'hrs $55.00 190 $10,477
Fork Lift (2)hrs $18.00 381 $6,858
Total Cameco and honeywell Barrels
,includes operator
Sub-Total Alternate Feed Disposal
TOTAL MILL DECOMMISSIONING
3/3/2009 -8:33 AM-WMM Ree Plan Est February 2009.xls
19,049 Barrels (as of 01/31/09)
40 Barrels per load
0.4 Hours per load
190 Truck Hours
$20,426
$40,1421
$1,901,661 1
Denison Mines (USA)Corp.
White Mesa Mill
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'Fil¥iITvK l[IEV0lffia@JrY A<tc~)lI]nthng SmIDlill21irJl
JamJ.&-:;'2009
WMM AILIERNAT!:FEED RECEIPTS
FOR THEMONTHSVDINGJanU813':';I1,ZOOiJ
379
September
Dry Tons Received
June .t!!!l!
379
Cabet
(;a¥Gined Pr;;;duc!-GaiT'.ecn
CaF2
Fans\"eUFMRI
I{F f'roduc!-Gameco
Regen Produc1-CameooUF4MaterEaI~Cameco =-;;-==_
3,9 ~_.....;;.....,~__;;.......;,.__~,.;;.._=~;;...,__=~"~
WMM 11e2 Material Receipts
FOR"lNElVio~rrHENDfNGJanuay31,2009
~r,:ei»?lJm'j(~&:!.!:!!.!J!l§lL ~~August SeRternber O()tober NOllemher Deeernber TolarVTD lfleceivEd
~VleSiena 1g,19iJR,..,:'J"'·3:.-:;:3~3
••
WMM ALTERNATE FEED l:ndilf1g)Irntenf(oi"!f
FORTHEMONTHEND1i\IG January31,2009
P,im Yea.eOlcllng
L":ndlnQ 20GS Uk:)20na Tons ~
~~Egg Balance
Cabot 5,184 5,184
CaF2-Honeywell 1,083 i ,083
Cafcined?rOducl·cameoI'i;247 i ,247
FansteEi1!FII<'J'11 10,798 379 'l1,177
I<FPfoducl-Cameco i ,007 1,007
Reger.Pmduc:-Cameco i85 185
UF41vlateriai·Cameco_-:::;:;:2~O=2-_"""""""'~-------=;20;;2;,:_1S,70S 379 20,O8'l-
AVEY8ge tl3011
~0.3·0.6%conlenl
0.5-3.0%content
4.5~;'content
(1.25·0.5%content
1'9fa.content
7·8.0%COOlent
75-80%contem
Harold Roberts
From:
Sent:
To:
Subject:
Harold,
This is what I found:
Ryan Palmer
Monday,February 16,20092:35 PM
Harold Roberts
RE:Alternate feed barrels
Alternative Feed Materials
Total Drum count in Inventory
Alternative
Feed
K-F
Calcine
Regen
UF4
CaF-2
Ryan Palmer
Wally B.ending balance 2007
6,001
3,600
568
1
3,005
#Drums
Received 07-
current
517
4)00
342
815
Total Inventory
6518
7,800
910
816
3,005
t:435-678-2221 x102 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 attached files with it are confidential and may contain priVileged
or proprietary information.If you are not the intended recipient(s) please delete this message and notify the sender.You may not use,distribute print or copy this message if
you are not the intended recipient(s).
From:Harold Roberts
Sent:Monday,February 16,2009 1:41 PM
To:Ryan Palmer
Subject:Re:Alternate feed barrels
Ryan:
I need the total number of barrels of UF4,calcined,KF,regen and Honeywell alternate feed material on site as of
January 31,2009.
Thanks,
Harold Roberts
t:[phone] I f:[phone]
1050 17th Street,Suite 950,Denver,CO 80265
1
DENISON MINES (USA)CORP
www.denisonmines.com
Cell!
RECLAMATION OF CELL 1
RECLAMATION OF CELL 1
Units
Dewatering of Cell 1
Resource Description
Dewatering of Cell 1
Total Dewatering of Cell 1
Cost/Unit Task Units Task Cost
l_hr_s ...J--__..:....$0_.4_81 6---:.2,_40_01_-:$_30....,:.,0_0_01
$30,000
Crystal Removal
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 2,695 $49,681
Cat 769 Truck hrs $89.45 2,157 $192,945
Truck Drivers hrs $16.23 2,157 $35,008
Cat 988 Loader hrs $128.06 539 $69,024
Cat D8N Dozer With Ripper hrs $94.08 539 $50,712
Cat 365 Excavator hrs $127.54 539 $68,745
Cat 651 Waterwagon hrs $108.06 539 $58,247
Cat 14G Motorgrader hrs $65.19 539 $35,137
Equipment Maintenance (Butler)hrs $21.15 4,852 $102,623
Total Crystal Removal
Contaminated Materials Removal
Resource Description Units Cost/Unit Task Units
$662,120
Task Cost
Equipment Operators hrs $18.43 616 $11,356
Cat 637 Scraper hrs $201.83 308 $62,164
Cat D8N Dozer With Ripper hrs $94.08 77 $7,245
Cat 825C Compactor hrs $94.88 77 $7,306
Cat 651 Waterwagon hrs $108.06 77 $8,321
Cat 14G Motorgrader hrs $65.19 77 $5,020
Equipment Maintenance (Butler)hrs $21.15 616 $13,029
Total Contaminated Materials Removal
Topsoil Application
Resource Description Units Cost/Unit Task Units
$114,440
Task Cost
Equipment Operators hrs $18.43 240 $4,424
Cat 637 Scraper hrs $201.83 120 $24,220
Cat D8N Dozer With Ripper hrs $94.08 40 $3,763
Cat 651 Waterwagon hrs $108.06 40 $4,323
Cat 14G Motorgrader hrs $65.19 40 $2,608
Equipment Maintenance (Butler)hrs $21.15 240 $5,076
Total Topsoil Application
3/3/2009 -8:32 AM -WMM Ree Plan Est February 2009.xls
$44,414
Denison Mines (USA) Corp.
White Mesa Mill
RECLAMATION OF CELL 1
Construct Channel
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 858 $15,817
Cat 637 Scraper hrs $201.83 272 $54,898
Cat 769 Truck hrs $89.45 450 $40,253
Truck Drivers hrs $16.23 450 $7,304
Cat 988 Loader hrs $128.06 150 $19,209
Drilling &Blasting Contractor BCY $2.33 89,100 $207,475
Cat 14G Motorgrader hrs $65.19 218 $14,211
Cat D8N Dozer With Ripper hrs $94.08 218 $20,510
Equipment Maintenance (Butler)hrs $21.15 1,308 $27,665
Total Construct Channel
Place Clay Liner
Resource Description Units Cost/Unit Task Units
$407,342
Task Cost
Equipment Operators hrs $18.43 355 $6,544
Cat 637 Scraper hrs $201.83 0 $0
Cat 825 Compactor hrs $94.88 60 $5,693
Cat D8N Dozer With Ripper hrs $94.08 60 $5,645
Cat 07 Dozer hrs $79.39 0 $0
Cat 651 Waterwagon hrs $108.06 60 $6,484
Cat 980 Loader hrs $98.73 60 $5,924
5000 Gallon Water Truck hrs $61.90 30 $1,857
Highway Trucks hrs $63.77 435 $27,740
Truck Drivers hrs $16.23 435 $7,060
Cat 14G Motorgrader hrs $65.19 85 $5,541
Equipment Maintenance (Butler)hrs $21.15 1,225 $25,910
Total Place Clay Liner
Place Lower Random Fill
Resource Description Units Cost/Unit Task Units
$98,397
Task Cost
Equipment Operators hrs $18.43 602 $11,098
Cat 637 Scraper hrs $201.83 172 $34,715
Cat 825 Compactor hrs $94.88 86 $8,159
Cat D8N Dozer With Ripper hrs $94.08 86 $8,091
Cat 07 Dozer hrs $79.39 86 $6,828
Cat 651 Waterwagon hrs $108.06 86 $9,294
Cat 14G Motorgrader hrs $65.19 86 $5,606
Equipment Maintenance (Butler)hrs $21.15 602 $12,733
Total Place Lower Random Fill
3/3/2009 -8:32 AM -WMM Ree Plan Est February 2009.xls
$96,524
Denison Mines (USA)Corp.
White Mesa Mill
RECLAMATION OF CELL 1
Clay Cap
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 305 $5,623
Cat 637 Scraper hrs $201.83 0 $0
Cat 825 Compactor hrs $94.88 55 $5,218
Cat D8N Dozer With Ripper hrs $94.08 55 $5,175
Cat 07 Dozer hrs $79.39 0 $0
Cat 651 Waterwagon hrs $108.06 55 $5,944
Cat 14G Motorgrader hrs $65.19 55 $3,585
Cat 980 Loader hrs $98.73 55 $5,430
5000 Gallon Water Truck hrs $61.90 30 $1,857
Highway Trucks hrs $63.77 440 $28,059
Truck Drivers hrs $16.23 440 $7,141
Equipment Maintenance (Butler)hrs $21.15 305 $6,451
Total Place Clay Cap
Upper Random Fill
Resource Description Units Cost/Unit Task Units
$74,483
Task Cost
Equipment Operators hrs $18.43 688 $12,683
Cat 637 Scraper hrs $201.83 172 $34,715
Cat 825 Compactor hrs $94.88 86 $8,159
Cat D8N Dozer With Ripper hrs $94.08 86 $8,091
Cat 07 Dozer hrs $79.39 86 $6,828
Cat 651 Waterwagon hrs $108.06 86 $9,294
Cat 14G Motorgrader hrs $65.19 86 $5,606
5000 Gallon Water Truck hrs $61.90 86 $5,324
Equipment Maintenance (Butler)hrs $21.15 688 $14,552
Total Place Upper Random Fill
3/3/2009·8:32 AM .WMM Rec Plan Est February 2009.xls
$105,252
Denison Mines (USA)Corp.
White Mesa Mill
RECLAMATION OF CELL 1
Rock Armor
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 90 $1,659
Cat 07 Dozer hrs $79.39 30 $2,382
Cat 651 Waterwagon hrs $108.06 30 $3,242
Cat 14G Motorgrader hrs $65.19 30 $1,956
Rock Cost Delivered CY $4.98 8,607 $42,895
Equipment Maintenance (Butler)hrs $21.15 90 $1,904
Total Place Rock Armor
Quality Control
Resource Description
Quality Control Contractor
Total Quality Control
Ihrs
Units Cost/Unit
$62.001
Task Units
8001
$54,038
Task Cost
$49,6001
$49,600
TOTAL RECLAMATION OF CELL 1
3/3/2009 -8:32 AM -WMM Rec Plan Est February 2009.xls
~$1,736,609~
Denison Mines (USA)Corp.
White Mesa Mill
Franklin Drilling &Blasting~Inc
P.O.Box 2246
Durango,CO 81392
Phone:[phone]
Fax:[phone]
Mobile:[phone]
Email:[e-mail]
February 24,2009
Ms.Amy Bushman
Denison Mines
Re:Spillway blasting in Blanding,Utah
Wally Bryce gave us this information to base our bid on:
Quantity of approximately 89,000 in-bank cubic yards.
Average depth of cut:approximately 10 feet deep
Working the numbers backwards,10 feet deep by 40 feet wide would
require a spillway of approximately 6000 feet in length.Is this about right?
If this is correct,with a 9 feet by 9 feet pattern our price would be $2.25 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.
Our mobilization for 2 drills and supplies will be $7000.
Production rates of abolJt 2000 cubic yards per drill can be expected.With
two drills drilling,and a 90%availability rate,that will be about 3600 cubic
yards drilled per day.This should amount to about 25 working days.Will
that be fast enough for your needs?
Please call ifyou have any further questions.
Regards,
Jeff
GO 39\;fd 9HIlS\;flH HIl>iH\;fCl.:J 02:'3S592:0L5 10:2:0 2:002:/2:0/10
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INTERNATIONAL URANIUM (USA)CORP.
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COST ESTIMATE
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Outlet Channel
CELL
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Cell 1-1
Top of Bedrock (sandstone)5615 MSL
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Cell 2
RECLAMATION OF CELL 2
Obtain Permits for Clay Borrow Site -Section 16
Resource Description Units Cost/Unit Task Units Task Cost
Permits &Licenses \-ea----.....-----:$-1-0,-0-00-.-00--r1-----5--r1---,.$-5-0,-00~ol
Total Obtain Permits for Clay Borrow Site -Section 16 $50,000
Place Remainder of Bridging (Platform)Lift
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 0 $0
Cat 627F Scraper hrs $201.83 0 $0
Cat 815C Compactor hrs $94.88 0 $0
Cat D8N Dozer With Ripper hrs $94.08 0 $0
Cat D7 Dozer hrs $79.39 0 $0
Cat 651 Waterwagon hrs $108.06 0 $0
Cat 14G Motorgrader hrs $65.19 0 $0
Equipment Maintenance (Butler)hrs $21.15 0 $0
Total Place Remainder of Bridging (Platform)Lift
Place Lower Random Fill (12")
Resource Description Units Cost/Unit Task Units
$0
Task Cost
Equipment Operators hrs $18.43 902 $16,628
Cat 637 Scraper hrs $201.83 402 $81,137
Cat 825 Compactor hrs $94.88 100 $9,488
Cat D8N Dozer With Ripper hrs $94.08 100 $9,408
Cat D7 Dozer hrs $79.39 100 $7,939
Cat 651 Waterwagon hrs $108.06 100 $10,806
Cat 14G Motorgrader hrs $65.19 100 $6,519
Equipment Maintenance (Butler)hrs $21.15 902 $19,078
Total Place Lower Random Fill (12")
Clay Layer
Resource Description Units Cost/Unit Task Units
$161,004
Task Cost
Equipment Operators hrs $18.43 1,720 $31,707
Cat 825 Compactor hrs $94.88 325 $30,835
Cat D8N Dozer With Ripper hrs $94.08 300 $28,225
Cat D7 Dozer hrs $79.39 0 $0
Cat 651 Waterwagon hrs $108.06 300 $32,419
Cat 14G Motorgrader hrs $65.19 320 $20,860
Cat 980 Loader hrs $98.73 300 $29,619
5000 Gallon Water Truck hrs $61.90 175 $10,833
Highway Trucks hrs $63.77 2,400 $153,048
Truck Drivers hrs $16.23 2,400 $38,952
Equipment Maintenance (Butler)hrs $21.15 1,720 $36,379
Total Place Clay Layer
3/3/2009 -8:32 AM -WMM Rec Plan Est February 2009.xls
$412,879
Denison Mines (USA)Corp.
White Mesa Mill
RECLAMATION OF CELL 2
Upper Random Fill
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 1,990 $36,685
Cat 637 Scraper hrs $201.83 796 $160,659
Cat 825 Compactor hrs $94.88 199 $18,881
Cat D8N Dozer With Ripper hrs $94.08 199 $18,723
Cat 07 Dozer hrs $79.39 199 $15,799
Cat 651 Waterwagon hrs $108.06 199 $21,505
Cat 14G Motorgrader hrs $65.19 199 $12,973
5000 Gallon Water Truck hrs $61.90 199 $12,319
Equipment Maintenance (Butler)hrs $21.15 1,990 $42,090
Total Place Upper Random Fill
Rock Armor
Resource Description Units Cost/Unit Task Units
$339,633
Task Cost
Equipment Operators hrs $18.43 825 $15,209
Cat 07 Dozer hrs $79.39 275 $21,833
Cat 651 Waterwagon hrs $108.06 275 $29,718
Cat 14G Motorgrader hrs $65.19 275 $17,927
Rock Cost Delivered CY $4.98 66,200 $329,926
Equipment Maintenance (Butler)hrs $21.15 825 $17,449
Units
Total Place Rock Armor
Quality Control
Resource Description
Quality Control Contractor
Total Quality Control
TOTAL RECLAMATION OF CELL 2
3/3/2009 -8:32 AM -WMM Rec Plan Est February 2009.xls
$432,062
Cost/Unit Task Units Task Cost
l_hr_s ....L...-_--:..$_62_.0_01 1.:......,0_5°...l.I__$~6__..:5,_10_..l0I
$65,100
$1,460,6781
Denison Mines (USA)Corp.
White Mesa Mill
Volume Calculation -Cell 2
?
1)Area of Cell 2 -2,986,660 sq ft =68.56 acres
Reviewed 02/16/09
I~
2)Area of Cell 2 still open as of February 21,2008 (see Figure A)
Area totally covered
3)Assumptions
Use 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 =
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 =
cubic yards
Use 1L.....;;c;.;::u::::;b;.;;ic..lY;.;::a;;.;rd;;;s;....
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
221,234 cubic yards
Use I 221,300 cubic yards
2,986,660 sq ft X 0.5 ft.1 27 cubic feet per cubic yard =55,309 cubic yards
Use I 55,400 cubic yards
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 =13,867 cubic yards
Use I 13,900 cubic yards
Remaining Random Fill
[15X15X5)/2 -(12X12X5)/2]X2600
=526,500 cubic feetl 27 =19,500 cubic yards
Use I 19,500 cubic yards
Total Random Fill North Slope 33,400 cubic yards
b)Rock Armor 8"thick -0.67 feet
[15.67 X 15.67 X 5)/2 -(15 X 15 X 5)/2]X 2600
=133,568 cubic feet/27 =4,947 cubic yards
Use 1__5-.,0_0_0_cu_b_ic""""-ya_r_ds......
c)Toe Apron
Total Rock Armor Cell 2 north Slope
2 X 7 X 2600 127 =1,348 cubic yards
Use 1:-_1-.,4..;,0.;.0~cu;,;"b_ic""",,-ya...r...ds........
6,400 cubic yards
Volume Calculation -Cell 2 (con't)page 3
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 feet!27 =
Remaining Random Fill
[4 X 4 X 5)/2 -(1 X 1 X 5)/2]X 900
=33,750 cubic feet!27 =
Total Random Fill North Slope
33 cubic yards
Use 1......_~1_0.;"0_c.;,,u;;.;b_ic_y;l.;a_r_ds;....,j
1,250 cubic yards
Use 1......_1_,3_0_0_C_u_b_ic_y;l",a_r_ds~
1,400 cubic yards
b)Rock Armor 8"thick -0.67 feet
[4.67 X 4.67 X 5)/2 -(5 X 5 X 5)/2]X 900
=13,070 cubic feet!27 =484 cubic yards
Use 1...__5_0_0_c_u_b_ic_y;l",a_r_ds~
c)No Toe Apron on fill common with Mill Yard
Total Rock Armor on slope commmon to Mill Yard
11)Cell 2 West Dike (Slope #3 )
500 cubic yards l
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 feet!27 =74 cubic yards
Use 1...__1_0_0_cu_b_ic-,-ya_r_ds_
Volume Calculation -Cell 2 (can't)page 4
Remaining Random Fill
[2 X 2 X 5)/2 -(2 X 2 X 3)/2]X 500
Total Random Fill North Slope
=2,000 cubic feet!27 =74 cubic yards
Use 11-__1...;0..;0.....;C,;",u..bi..;,c"'y.;.a..;,rd..;s~
200 cubic yards I
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 feet!27 =331 cubic yards
Use 11-__4...;0..;0.....;c,;",u..bi_c"'y.;.a..;,rd...;s~
c)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
12)Cell 2 East Dike (Slope #4 )
400 cubic yards I
Average height
Length
a)Random Fill Wedge from #10
1 feet
1250 feet
1 cubic foot per linear foot X 1250 46 cubic yards
Use 1 1_00_c_u_b_ic_y""a_rd_s_
b)Remaining Random Fill from #10
37.5 cubic foot per linear foot X 1250/27
Total Random Slope #4
1,736 cubic yards
Use 1_~1':.;,8.;.0..0 _c;;.;u;;;;b...;ic;..y~a.;;.rd_s~
1,900 cubic yards I
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 127
c)Toe Apron Not required
=672 cubic feetl 27 =672 cubic yards
Use 1__.;.7.;.0..0_c;;.;u;;;;b...;ic;..y~a.;;.rd_s~
Total Rock Armor Cell 2 north Slope 700 cubic yards I
Volume Calculation -Cell 2 (con't)page 5
13)South Slope Cell 2 com mom with Cell 3 (Slope #5 )
Average height
Length
3 feet
3500 feet
a)Random fill to reduce slope from 3:1 to 5:1
Random Fill [3 X 3 X 5)/2 -(3 X 3 X 3)/2]X 3500
=31,500 cubic feet!27 =1,167 cubic yards
Use l 1,200 cubic yards
Random Fill Upper
[6 X 6 X 5)/2 -(4 X 4 X 5)/2]X 3500
=175,000 cubic feet!27 =6,481 cubic yards
Use I 6,500 cubic yards
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
No Toe Apron
Total Rock Armor on slope Cell 2 Slope commmon to Cell 3 2,800 cubic yards l
\;
.....:.~~l.......~.....-.y-.•......
+
CELL 1+:1
++
Cell 2 Volume Calculations
Scale I"=300 feet
+
--
Section A -A (not to scale)
Showing Cover
Rock Annor (6"Top)
Typical Section through Exterior Dike
RandomFil1
Clay
Random Fill
Tailings
Dike
3:1
A
BottomofCell I-I
After crystal and Liner Removal
A'
Area Modified for Cell 1-1 Disposal Area
Toe Apron
Top of Cell
North (Slope #1 )
North (Slope #2 )
West (Slope #3)
East (Slope #4 )
South (Slope #5 )
Totals
Volume Summary •Cell 2
Lower Upper Rock
Bridqinq Laver Random Clav Random Armor
-110,700 110,700 221,300 55,400
13,900 19,500 6,400
100 1,300 500
100 100 400
100 1,800 700
1,200 2,300 6,500 2,800
-126,100 113,000 250,500 66,200
Cell 2 Reclamation
Cat637Resource 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 --use Highway Trucks
Clay Volume ==
==
Trucking
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 =
use
297 hours
300 hours
980 Loader
D8N wi ripper
Cat 651 WW
Cat 825 Compo
14G Patrol
5000 gal WW
300 X 8 Trucks ==2400 hours
Hours
300
300
300
325
325
175
Rock Armor Production Cell 2
66,200 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 272 Hours
I
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Cell 3
RECLAMATION OF CELL 3
RECLAMATION OF CELL 3
Dewatering of Cell 3
Resource Description
Dewatering of Cell 3
Total Dewatering of Cell 3
Place Remainder of Bridging (Platform)Lift
Resource Description
Ihrs
Units
Units
Cost/Unit
$0.481
Cost/Unit
Task Units
62,4001
Task Units
Task Cost
$30,0001
$30,000
Task Cost
Equipment Operators hrs $18.43 1,402 $25,841
Cat 637 Scraper hrs $201.83 623 $125,742
Cat 825 Compactor hrs $94.88 156 $14,777
Cat D8N Dozer With Ripper hrs $94.08 156 $14,654
Cat D7 Dozer hrs $79.39 156 $12,366
Cat 651 Waterwagon hrs $108.06 156 $16,831
Cat 14G Motorgrader hrs $65.19 156 $10,153
Equipment Maintenance (Butler)hrs $21.15 1,402 $29,648
Total Place Remainder of Bridging (Platform)Lift
Place Lower Random Fill (12")
Resource Description Units Cost/Unit Task Units
$250,011
Task Cost
Equipment Operators hrs $18.43 1,422 $26,214
Cat 637 Scraper hrs $201.83 452 $91,228
Cat 825 Compactor hrs $94.88 194 $18,406
Cat D8N Dozer With Ripper hrs $94.08 194 $18,252
Cat D7 Dozer hrs $79.39 194 $15,403
Cat 651 Waterwagon hrs $108.06 194 $20,965
Cat 14G Motorgrader hrs $65.19 194 $12,647
Equipment Maintenance (Butler)hrs $21.15 1,422 $30,076
Total Place Lower Random Fill (12")
Clay Layer
Resource Description Units Cost/Unit Task Units
$233,191
Task Cost
Equipment Operators hrs $18.43 1,835 $33,827
Cat 637 Scraper hrs $201.83 0 $0
Cat 825 Compactor hrs $94.88 350 $33,207
Cat D8N Dozer With Ripper hrs $94.08 320 $30,107
Cat D7 Dozer hrs $79.39 0 $0
Cat 651 Waterwagon hrs $108.06 320 $34,581
Cat 14G Motorgrader hrs $65.19 350 $22,816
Cat 980 Loader hrs $98.73 320 $31,594
5000 Gallon Water Truck hrs $61.90 175 $10,833
Highway Trucks hrs $63.77 2,560 $163,251
Truck Drivers hrs $16.23 2,560 $41,549
Equipment Maintenance (Butler)hrs $21.15 1,835 $38,812
Total Place Clay Layer
3/3/2009 -8:32 AM -WMM Rec Plan Est February 2009.xls
$440,577
Denison Mines (USA)Corp.
White Mesa Mill
RECLAMATION OF CELL 3
Upper Random Fill
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 2,364 $43,570
Cat 637 Scraper hrs $201.83 868 $175,191
Cat 825 Compactor hrs $94.88 249 $23,648
Cat D8N Dozer With Ripper hrs $94.08 249 $23,451
Cat 07 Dozer hrs $79.39 249 $19,789
Cat 651 Waterwagon hrs $108.06 249 $26,935
Cat 14G Motorgrader hrs $65.19 249 $16,248
5000 Gallon Water Truck hrs $61.90 249 $15,430
Equipment Maintenance (Butler)hrs $21.15 2,364 $49,990
Total Place Upper Random Fill
Rock Armor
Resource Description Units Cost/Unit Task Units
$394,251
Task Cost
Equipment Operators hrs $18.43 819 $15,098
Cat 07 Dozer hrs $79.39 273 $21,675
Cat 651 Waterwagon hrs $108.06 273 $29,502
Cat 14G Motorgrader hrs $65.19 273 $17,796
Rock Cost Delivered CY $4.98 66,380 $330,823
Equipment Maintenance (Butler)hrs $21.15 819 $17,322
Total Place Rock Armor
Quality Control
Resource Description
Quality Control Contractor
Total Quality Control
TOTAL RECLAMATION OF CELL 3
3/3/2009 -8:32 AM -WMM Rec Plan Est February 2009.xls
Units
$432,217
$74,400
$1,854,6471
Denison Mines (USA)Corp.
White Mesa Mill
Volume Calculation -Cell 3 IUpdated 02/26/09
1)Area of Cell 3 -3,234,252 sq It 74.25 acres /W8e
2)Area of Cell 3 still open as of February 21,2008 (see Figure A)
900 It X 1725 It =1,552,500
3)Assumptions
Use 1,552,500 sq It
35.6 acres
-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 1foot 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
1,552,500 sq It X 3 ft./27 cubic feet per cubic yard =172,500 cubic yards
Use I 172,500 cubic yards
5)Bring Platform Fill up to Design elevation (Lower Random)
Assume full area of Cell X one (1)foot thick
3,234,252 sq It X 1 ft./27 cubic feet per cubic yard =119,787 cubic yards
Use I 120,000 cubic yards
6)Placement of Clay Layer (One (1)foot thick on top of Cell only)
Assume full area of Cell X one (1)foot thick
3,234,252 sq It X 1 ft./27 cubic feet per cubic yard =119,787 cubic yards
Use I 120,000 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
Average height
Length
2 feet
1100 feet
No clay on slopes.Toe apron only at base of
long slope or where drainage is directed.
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
407 cubic yards
Use 1 41_0_c_ub_i_co:.ya_r_ds_
2,139 cubic yards
Use 1__2;;;,:,,;;;,20;,,,;0;.....,;c..;.ub;,,,;i..;.c,,-ya;,;;.r..;.ds;;.....
2,610 cubic yards
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 =728 cubic yards
Use 1 73_0_c_ub_i_co:.ya_r_ds_
c)Toe Apron No rock required
Total Rock Armor Cell 3 north Slope 730 cubic yards I
Volume Calculation -Cell 3 (con'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 [16 X 16 X 5)/2 -(16 X 16 X 3)/2]X 1750
448,000 cubic feet!27 =
Remaining Random Fill
[19 X 19 X 5)/2 -(16 X 16 X 5)/2]X 1750
459,375 cubic feet!27 =
Total Random Fill North Slope
16,593 cubic yards
Use I 16,600 cubic yards
17,014 cubic yards
Use I 17,100 cubic yards
33,700 cubic yards
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 =4,198 cubic yards
Use 1..._..;.4,:;;;2.;;.00~c;;.;u;;.;b.;.;ic...y.,;;a;;..rd;;.;s~
c)Rock Apron at toe of slope
Total Rock Armor Slope #7
[2ft X 7ft wide X 1750 long]/27 =907
Use 1...__1,.,;;0.;;.00~c;;.;u..;.b..;.ic...y.,;;a;;..rd..;.s~
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
cubic yards
Use II-c_u_b_ic....y:...a_rd_s_
Total Random Fill North Slope cubic yards I
b)Rock Armor 8"thick -0.67 feet
cubic yards
Use I cubic yards
c)Rock Apron at toe of slope
Use I --.,;;c.;;.ub;;.;ic~ya;;.;r.;;.ds;;......l
Total Rock Armor Cell 3 South Dike
12)Cell 3 East Slope (Slope #9 )
cubic yards I
Average height
Length
a)Random Fill No existing Dike
Total Random Slope #4
4 feet
800 feet
[(4 X4 X 5)/2]X 800 /27 =1185 cubic yards
Use 1__1.;.:.,;;.20;.;0;.....;.c.;;.ub;;.;ic~ya;;.;r.;;.ds;;..-
1,200 cubic yards I
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
c)Toe Apron Not required
Total Rock Armor Cell 3 East Slope
430 cubic feet!27 =430 cubic yards
Use 1'--__45._0_C_u_bi_C""ya_r_ds..;.....
450 cubic yards I
Volume Summary -Cell 3
Top of Cell
West (Slope #6 )
South (Slope #7 )
South (Slope #8 )
East (Slope #9 )
Totals
Lower Upper Rock
Bridging Layer Random Clay Random Armor
172,500 120,000 120,000 240,000 60,000
410 2,200 730
16,600 17,100 5,200
---
1,200 450
172,500 137,010 120,000 260,500 66,380
Cell 3 Reclamation
Cat 637Resource Requirements
Volume Route Yds/hr %Equip.Hr.
Cell 3 Bridging Lift
Tailings Surface 172,500 6 277 100%622.7
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
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
150,000 LCY I 475 LCY/hr =
use
8 trucks plus one (1)Loader
316 hours
320 hours
980 Loader
D8N wi ripper
Cat 651 WW
Cat 825 Compo
14G Patrol
5000 gal WW
320 X 8 Trucks =2560 hours
Hours
320
320
320
350
350
175
Rock Armor Production Cell 3
66,380 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 273 Hours
Cell4A
RECLAMATION OF CELL 4A -Total
Units
Dewatering of Cell 4A
Resource Description
Dewatering of Cell 4A
Total Dewatering of Cell 4A
Cost/Unit Task Units Task Cost
l-hr-s---I $0.481 62,4001 $30,0001
$30,000
Place Bridging (Platform)Lift
Resource Description Units Cost/Unit Task Units Task Cost
Cat 637 Scraper hrs $201.83 689 $139,101
Cat 637 Scraper Operators hrs $17.24 689 $11,885
Cat 825 Compactor hrs $94.88 172 $16,347
Cat 825 Compactor Operator hrs $12.74 172 $2,195
Cat D8N Dozer With Ripper hrs $94.08 172 $16,211
Cat D8N Dozer Operator hrs $12.74 172 $2,195
Cat 07 Dozer hrs $79.39 172 $13,679
Cat 07 Dozer Operator hrs $12.74 172 $2,195
Cat 651 Waterwagon hrs $108.06 172 $18,619
Cat 651 Waterwagon Operator hrs $16.23 172 $2,796
Cat 14G Motorgrader hrs $65.19 172 $11,232
Cat 14G Motorgrader Operator hrs $18.41 172 $3,172
Equipment Maintenance (Butler)hrs $21.15 2,929 $61,952
Total Place Bridging (Platform)Lift
Place Lower Random Fill
Resource Description Units
$301,579
Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 1,122 $20,682
Cat 637 Scraper hrs $201.83 499 $100,641
Cat 825 Compactor hrs $94.88 125 $11,827
Cat D8N Dozer With Ripper hrs $94.08 125 $11,728
Cat 07 Dozer hrs $79.39 125 $9,897
Cat 651 Waterwagon hrs $108.06 125 $13,471
Cat 14G Motorgrader hrs $65.19 125 $8,126
Equipment Maintenance (Butler)hrs $21.15 1,122 $23,730
Total Place Lower Random Fill $200,103
Clay Layer
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 1,020 $18,803
Cat 637 Scraper hrs $201.83 0 $0
Cat 825 Compactor hrs $94.88 180 $17,078
Cat D8N Dozer With Ripper hrs $94.08 180 $16,935
Cat D7 Dozer hrs $79.39 0 $0
Cat 651 Waterwagon hrs $108.06 180 $19,452
Cat 14G Motorgrader hrs $65.19 180 $11,734
Cat 980 Loader hrs $98.73 150 $14,810
5000 Gallon Water Truck hrs $61.90 150 $9,286
Highway Trucks hrs $38.77 1,600 $62,032
Truck Drivers hrs $16.23 1,600 $25,968
Equipment Maintenance (Butler)hrs $21.15 2,620 $55,415
Total Place Clay Layer
Upper Random Fill
Resource Description Units
$251,512
Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 1,360 $25,062
Cat 637 Scraper hrs $201.83 544 $109,758
Cat 825 Compactor hrs $94.88 136 $12,899
Cat D8N Dozer With Ripper hrs $94.08 136 $12,791
Cat D7 Dozer hrs $79.39 136 $10,794
Cat 651 Waterwagon hrs $108.06 136 $14,692
Cat 14G Motorgrader hrs $65.19 136 $8,863
5000 Gallon Water Truck hrs $61.90 136 $8,416
Equipment Maintenance (Butler)hrs $21.15 1,360 $28,755
Total Place Upper Random Fill $232,029
Rock Armor
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 597 $11,005
Cat D7 Dozer hrs $79.39 199 $15,799
Cat 651 Waterwagon hrs $108.06 199 $21,505
Cat 14G Motorgrader hrs $65.19 199 $12,973
Rock Cost Delivered CY $4.98 48,450 $241,464
Equipment Maintenance (Butler)hrs $21.15 597 $12,627
Total Place Rock Armor $315,374
Quality Control
Resource Description Units Cost/Unit Task Units Task Cost~Q~u-a':":"'lit-y""=C-o-nt-ro"":"'l""=C-o-nt-ra-c-to-r--------r:-Ih-rs----...I-7'"$6-=-=2=-.0=-=-01 1,0451 $64,7901
Total Quality Control
TOTAL RECLAMATION OF CELL 4A
$64,790
1 $1,395,3861
Volume Calculation -Cell 4
IUpdated 02/27/09
1)Area of Cell4A -
2)Assumptions
1,829,520 sq ft =42.00 acres
//I&e
-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 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.
3)Bridging Layer (Platform Fill)Remaining to be placed
1,829,520 sq ft X 3 ft./27 cubic feet per cubic yard =203,280 cubic yards
Use I 204,000 cubic yards
4)Bring Platform Fill up to Design elevation (Lower Random)
Assume full area of Cell X one (1)foot thick
1,829,520 sq ft X 1 ft./27 cubic feet per cubic yard =67,760 cubic yards
Use I 68,000 cubic yards
5)Placement of Clay Layer (One (1)foot thick on top of Cell only)
Assume full area of Cell X one (1)foot thick
1,829,520 sq ft X 1 ft./27 cubic feet per cubic yard =67,760 cubic yards
Use I 68,000 cubic yards
Volume Calculation -Cell 4A (can'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
135,520 cubic yards
Use 1 136,000 cubic yards
1,829,520 sq ft X 0.5 ft./27 cubic feet per cubic yard =33,880 cubic yards
Use 1 34,000 cubic yards
8)Cell 4A South Dike,(Slope #1 )
Average height
Length
36 feet
1600 feet
a)Random fill to reduce slope from 3:1 to 5:1
First Wedge [36 X 36 X 5)/2 -(36 X 36 X 3)/2]X 1600
=2,073,600 cubic feet/27 =
Remaining Random Fill
[39 X 39 X 5)/2 -(36 X 36 X 5)/2]X 1600
900,000 cubic feet/27 =
Total Random Fill South Slope
76,800 cubic yards
Use I 77,000 cubic yards
33,333 cubic yards
Use I 34,000 cubic yards
111,000 cubic yards
b)Rock Armor 8"thick -0.67 feet
[39.67 X 39.67 X 5)/2 -(39 X 39 X 5)/2]X 1600
=210,836 cubic feet/27 =7,809 cubic yards
Use 11.._.;.7.:.;;,8;.;;0.;;,0...;.;cu;;.;;b;.;.ic;..y~a;;.;.r.;;,ds;;....
c)Rock Apron at toe of slope
Total Rock Armor South Slope
[2ft X 7ft wide X 1600 long]/27 =830
Use 11.._.....;;8;.;;5.;;,0_C;;;,;u;;.;;b;.;.ic;..y~a;;;.r.;;,ds;;....
8,650 cubic yards I
Volume Calculation -Cell 4A (can't)page 3
9)Cell4A 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
30,044 cubic yards
Use I 30,000 cubic yards
18,333 cubic yards
Use I 19,000 cubic yards
49,000 cubic yards
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 =4,368 cubic yards
Use 1L.._..;.4.:.;;;,5;,;;0,;;;,0....;;,;CU:;.;b;.;,;ic;;.,.L,;ya;;;,r.;;;,ds:...
c)Rock Apron at toe of slope [2ft X 7ft wide X 1200 long]/27 =622
Use 1L..-_...;6...;5.;;.0.....;;.CU;;;,;b;.;.ic;;..:.;ya;;.;.r.;;.ds;;....
Total Rock Armor Cell 4A South Dike
10)Cell 4A East Slope (Slope #3 )
5.150 cubic yards I
Average height
Length
8 feet
1200 feet
a)Random fill to reduce slope from 3:1 to 5:1
First Wedge [8 X 8 X 5)/2 -(8 X 8 X 3)/2]X 1200
=76,800 cubic feet/27 =1185 cubic yards
Use 1L.._..;.1.:.;;;.2;.;;0,;;;,0....;;,;cu:;.;b;.;,;ic;;.,.L,;ya;;;,r.;;;,ds:...
Volume Calculation -Cell 4A (con't)page 4
Remaining Random Fill
[11 X 11 X 5)/2 -(8 X 8 X 5)/2]X 1200
=171,000 cubic feet!27 =
Total Random Slope #3
6,333 cubic yards
Use 1L-...::;6.:.;;,5;.;:0,;:,0...:;.;cu::.;b;;.:;ic::...L,;ya::.:r,;;;,ds:;;....
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 /27
c)Toe Apron Not required
Total Rock Armor Cell4A East Slope
645 cubic feet!27 =645 cubic yards
Use 1L-_..:6;.;:5,;:,0...:;.;cu::.;b;;.:;ic::...L,;ya::.:r,;;;,ds:;;....
650 cubic yards ~
Volume Summary •Cell 4A
Top of Cell
South (Slope #1 )
West (Slope #2 )
East (Slope #3 )
Totals
Lower Upper Rock
Bridqinq Layer Random Clay Random Armor
204,000 68,000 68,000 136,000 34,000
77,000 34,000 8,650
30,000 19,000 5,150
1,200 6,500 650
204,000 176,200 68,000 195,500 48,450
Cell 4A Reclamation
Cat 637Resource Requirements
Volume Calculation -Cell 4A (can't)page 5
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
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
150,000 LCY I 475 LCY/hr =
use
8 trucks plus one (1)Loader
179 hours
320 hours
980 Loader
D8N wi ripper
Cat 651 WW
Cat 825 Compo
14G Patrol
5000 gal WW
320 X 8 Trucks =2560 hours
Hours
320
320
320
350
350
175
Rock Armor Production Cell 4A
48,450 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 199 Hours
Miscellaneous
MISCELLANEOUS ITEMS
MISCELLANEOUS ITEMS
Equipment Mobilization
Resource Description Units Cost/Unit Task Units Task Cost
Butler Machinery Mobilization LS $272,6001 1 $272,600
Other Equipment Mobilization LS $1,1001 1 $1,100
Cranes LS $2,700 2 $5,400
Total Equipment Mobilization $279,100
Task CostTaskUnitsCost/UnitUnits
Office Facilities
Resource Description
Install New Powerline LS $15,000 1 $15,000
Utilities for Offices months $1,000 36 $36,000
Temporary Office Trailer months $1,500 3 $4,500
Temporary Office Trailer,mob,demob &setup LS $3,000 1 $3,000
Total Office Facilities $58,500
Decontamination Pad
Resource Description Units Cost/Unit Task Units Task Cost
Laborers
Construct Wheel Wash Facility
hrs $12
LS $180,000
8,320 $101,275
$180,000
Total Wheel Wash Facility
Facilities constructed in 2000 &2008 ($180,000)
$101,275
MANAGEMENVSUPPORT
Resource Description Units Cost/Unit Task Units Task Cost
Manager/Engineer hrs $54.88 6,240 $342,482
Radiation Safety Officer hrs $42.88 6,240 $267,593
Secretary hrs $17.34 6,240 $108,224
Clerk hrs $14.27 4,866 $69,438
Environmental Technician (Part time,4.5 years)hrs $24.15 4,866 $117,511
Maintenance Foreman hrs $31.47 6,240 $196,356
Chemist hrs $25.25 2,080 $52,514
Security hrs $9.29 18,720 $173,981
Safety Engineer hrs $24.15 4,160 $100,461
Misc.Materials &Supplies hrs $36.45 6,240 $227,448
Health Physics Costs hrs $64.81 2,080 $134,800
Environmental Monitoring Costs,Laboratory years $71,620.00 4.5 $322,290
Total Management/Support $2,113,100
TOTAL MISCELLANEOUS ITEMS ,$2,551 ,975~
3/3/2009 -8:54 AM -WMM Ree Plan Est February2009.xls
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
Rock is processed by screening only,no crushing is required,1.25 CY of feed for 1 CY of product
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 ($80.00/hr)
Rock will be dumped in windrows on Tailings Cells by trucks,spread by grader,and spread by 07 Dozer
Trucks can average 30 MPH (1.75 rounds/hr)
Material fed to plant
PRODUCTION OF RIPRAP
Product Material Feed
Required (CY)Reject Factor to Plant (CY)
146,000 25.0%182,500
Plant
Throughput
(CY/hr)
122
Plant
Operating
Hours
1,500
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 2,340 $43,137
Laborer hrs $12.17 1,500 $18,259
Cat D8N Dozer With Ripper hrs $94.08 365 $34,341
Cat 980 Loader hrs $98.73 1,975 $194,994
Screening Plant w/conveyors*hrs $55.61 1,500 $83,409
Contract Highway Trucks -Bellydumps**hrs $80.00 3,800 $304,000
Equipment Maintenance (Butler)hrs $21.15 2,340 $49,493
Total Production of RipRap
RIPRAP COST PER CUBIC YARD DELIVERED
*Cost Quoted from Power Motive Corporation,Denver,Colorado updated February 24,2009
$7,000 plus $2,200 for conveyors,176 hours per month for one month,
Mob and Demob -$5,000.00
$727,632
$4.98~
**Cost quoted from Dennis Cosby,Cosby Trucking,Inc.,Blanding,Utah,Updated February 16,2009
(includes ownership expense,fuel,maintanence and operator)
3/3/2009 -10:17 AM -WMM Rec Plan Est February 2009.xls
International Uranium (USA)Corp.
White Mesa Mill
Amy Bushman
From:
Sent:
To:
Cc:
Subject:
Attachments:
Dear Amy,
Brad Neptune [[e-mail]]
Tuesday,February 24,2009 9:33 AM
Amy Bushman
Mike Norris
2512KT Screen
FNG_2512kL2512k.pdf;FT_271 K_291 K.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
2512KT Screen
36"x60'Hyd Stacker
30"x 80'Hyd Stacker
$7,0001 mo
$12,8001 mo
$1,5001 mo
$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
SCREENSMOBILE
III AST•The Fold 'n Go 2512KT is amobile track
screening plant that features a Kolberg@
double deck screen for processing sand &
gravel,topsoil,slag,crushed stone and
recycled materials.This plant offers astandard
inlet hopper chute for inline 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.
Fold 'n Go 2512KT/2512K
SCREEN:
Koiberglil2512K double deck screen:5'x12'screen top
and bottom deck driven by 1200RPM vibrating mechanism
mounted on screen;Variable eccenlTic shaft with five (5)
force amplitude settings on adjustable slip countel\'leights;
Rubber Isolatorblocks;Hydraulic conlrols for variable angle
operation.Top and bottom discharge chutes,aggregate
spreader,and fixed access ladder with wrap-around
walkway foreasy screen access.Standard material
separations range from 3'to 10M depanding on
application.
POWER SYSTEM:
125 HP(100 HP for 25121<)Tier II John Deere waler-
cooled diesel engine to power all plantfunctions and
three on-beard stacking conveyors;12 voltbatlery.
Engine mounted pumps tooperate all ptantftlnctions.
NEMA4 rated instrument panel,tachometer,hour
meter.voltmeter.oil pressure gauge,oil temperature
gauge and emergency stop.Auxiliary power for lJp to
30 HP off-plant conveyors.
PLANT CAPACITY:
Screening plantcan process tip to350 TPH or more of
feed materia!.Actual tonnageswill vary depending on
application requirements:feed material size,material
seperations.type of screens used,weight of product and
other material considerations.
CONVEYOR SYSTEM:
2512KT:Delivery Conveyor-28'x42'conveyorwith
hydraulic drive (350 FPM);Full-length skirt boards.
SideConveyors--Two (2)27'x24'swing out conveyOfS
with hydraulic variable speed drive (0-350 FPM);
Fines Conveyor-20'x48"conveyor with hydraUlic drive
(350 FPM);All conveyors have 220 PIW,118 x1/16 cover
belting,belt cleaners and fold for transport.
2512K:Delivery Conveyor-38'x36"conveyor with
hydraulic drive (350 FPM).Side Conveyors--Two
(2)27'x24'swing out conveyors v~th hydraulic variable
speed drive (0-350 FPM);Fine..Conveyor.-23'x 42'
conveyorwith hydraulic drive (350 FPM);All conveyors
have 220 PIW,1/8x1/16 cover belting.beltcleaners and
fold for transport.
FEEDER SYSTEM:
12cubic yard heaped capacity hopper wilh 6'x 13'top
opening;Heavy-dtlty 25'sloped grizzly with 6'nominal
opening;Hydraulic dump with patented scissor aclion for
easy cleaning;Adjtlstable gate;14'x42"belt
feederwith hydraulic variable speed drive (O-BO FPM);
Belting is 330 PIW,3/16 x 1/16 cover.
CHASSIS:
2512KT:24'I-beam;HydraUliC landing gear forleveling of
plant;Inter-Trac FL6 tracks with wireless remote control for
easy jobsite movement.
2512K:21"I-beam with king pin type hitch;Hydraulic
landing gear for leveling of plan;Tandem axleassembrf
with eight (8)11 R22.5 tires and mud flaps;Leaf spring
type suspension.airbrakes,rear taillights and side marker
lights.
SERVICE CAPACITY:
FueL "140 gal
Hydratllic Tank 100 gal (150 gal for25121<)
TRANSPORTATION:2512KT 2512K
Weight..61 ,000 Ibs 54,600 Ibs
Height.. .13'11'(on lowboy)13'0'
Length .....49'8"62'2"
Width....11'11'11'11"
Axles....N/A Tandem
OPTIONS:
Bulkhead--Assists in ramping forloader feed to food
hopper.
Remote ControlGrlzzly-Assisls in dwnping oversize
material off feed hopperfrom loader.
Wings-Assists in funneling food matlJJia!onto feed hopper
grizzly.
Hammermill Shredder--Helps break feed material apart
for improved processing.Hydratltic controls can retract
shredder up and away from drop zone of feed conveyor to
delivery conveyor for material bypass ofshredder.
Screen Cloth
©2006Astoo MJbi~SCfeens-Aa riftltsrc:seNed,
Specificationsare subjecttochange.
I!I ....
Record of Telephone Call
Page-Lof...L.
IJ
Phone No:
Call to:----lL"-0~e,v~,(/~t.s~'---lG"'-'<::..t.s~j!::7,L.';?'_
Company:_~G~s~i:';V!:--...£../:-4-4~k!:1..L..(.~Ic=-.!./",,:,:N~,(._r IT
(~~:t)6 r&-2890
Date:0 L ~/G -oct
Subject:
Notes:200 7 fJa4._.If 130,00/)o~.<.
«h~/~t-V~<"I j11cu:....le-v,4.<.?ce-\d.r(,.[~J Ir
Comments:
2006
Equipment Costs
EQUIPMENT COSTS
WHITE MESA MILL RECLAMATION COST
HOURLY EQUIPMENT COSTS 2008 DOLLARS
Actual equipment rates quoted from North Central Rental &Leasing.LLC.12 month rental period
February 18,2008
637E Scraper
D8R Dozer
D7R Dozer
825G Compactor
980 G Loader
988 G Loader
770 Haul Truck
365BL Excavator
651 WaterWagon
5000 gal Water Truck
14H/Ripper Motor Grader
16H/Ripper Motor Grader
Units
4
1
1
1
1
1
4
1
1
1
1
1
I RATE I MTCE I FUEL I FUEL@ TOTAL Mob/Demob I Mob/Demob IOperatinQ Hrs I
I MONTHLY I HOURLY I EXPENDABLES I USAGE I $2.107 COST per machine I Totals I per Month I
25,400 144.32 8.00 23.5 49.51 $201.83 $21.200 $84.800 704
12.650 71.88 4.30 8.5 17.91 $94.08 $14.100 $14.100 176
10.700 60.80 3.85 7.0 14.75 $79.39 $12,450 $12,450 176
11,200 63.64 3.85 13.0 27.39 $94.88 $13.000 $13.000 176
13,300 75.57 4.20 9.0 18.96 $98.73 $12.800 $12.800 176
17,500 99.43 5.45 11.0 23.18 $128.06 $15,450 $15,450 176
11,500 65.34 6.20 8.5 17.91 $89.45 $13,250 $53,000 704
16.500 93.75 6.40 13.0 27.39 $127.54 $24,000 $24,000 176
11.800 67.05 5.20 17.0 35.82 $108.06 $14,300 $14,300 176
6,650 37.78 3.05 10.0 21.07 $61.90 $6,450 $6,450 176
8,800 50.00 3.60 5.5 11.59 $65.19 $10.150 $10.150 176
12,650 71.88 4.35 8.5 17.91 $94.13 $12.100 $12.100 176
$272.6001 3,168
Equipment Rental Rate Quoted by WorldWide Rental Services (02/25/2009)for PC 300 Excavator with Demo-Pro 900 Shear
Cat 330 wi Shear
Small tools allocation -Demolition -
$1.30/mechanic labor hour for
oxygen/acetylene.expendables
Butler Equipment Maintenance Cost
Crane Rental Rates
65 ton Hydraulic Crane
30 ton Hydraulic Crane
22,500.00 127.84 17.99 12.5 26.341 $172.171
0
Maintenance
Monthly Planned Cost per
Maintenance Operating Availability Operating
Flat Rate Hours/month Factor Hour
$62.315.00 3.168 0.931 $21.151
I RATE I MTCE I FUEL I FUEL@ TOTAL
I MONTHLY I HOURLY I EXPENDABLES I USAGE I $2.107 COST
11.100 63.07 2.15 15.0 31.61 $96.82
6,400 36.36 2.15 10.0 21.07 $59.58
Mob/Demob
$2,000
$700
Rental Rates updated from Honnen Equipment,02/25/09
3/3/2009 -8:54AM -WMMRec Plan Est February 2009.xls
International Uranium (USA)Corp.
White MesaMill
lNLTH
;~~TRAL
RENTAL &LEASING LLC
A Subsidiary of ButlerMachineryCo.
3401 33"1 Street Southwest
Po Box 9559
Fargo,ND 58106-9559
Phone [phone]
Fax [phone]
February 2,2009
Denison Mines
Attn:Harold Roberts
E-Mailedto:[e-mail]
Dear Harold:
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,ifany,
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.IfDenison 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
$62,315 which includes our labor,specialized lube trucks,support vehicles and equipment,
specialized tooling,scheduled oil sampling,parts trailers and inventories,mileage and
travel expense.
February 2,2009
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 ofeach 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.Iftime 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 $30,820 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 ofDenison 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.
February 2,2009
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 NCRLIBMC,a representative ofDenison
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 fj).Swenson
Rental Fleet Marketing Manager
ODS:Imc
Attachment
cc:Joel Nikle,Rental Fleet Manager
Joyce Wittkopp,Asst.Rental Fleet Manager
Attachment A
Denison Mine
Equipment Package Quote:Blanding,Utah
February 2,2009
MINIMUM
GUARANTEED TOTAL**
MONTHLY HOURS EXCESS NUMBER OF FREIGHT MAINTENANCE
RENTAL ALLOWED HOUR J MONTHS RATE CHARGES RATE
MODEL QTY RATE PER MONTH CHARGE I BASED UPON TO &FROM PER HOUR
*637G 4 $25,400 EA.176 EA.$73 EA.12 EA.$21,200 EA.$8.00 EA.
I
D9RfT RIPPER 1 i 15,450 176 44 12 15,550 4.85,
I
D8RfT RIPPER 1 i 12,650 176 36 12 14,100 4.30
D7R/RIPPER 1 10,700 176 31 12 12,450 3.85
I
825H 1 11,200 176 32 12 13,000 3.85
I
980H 1 11,300 176 32 12 12,800 4.20
I
*988H 1 17,500 176 50 12 15,450 5.45
I II
*770 4 11,500 EA.i 176 EA.I 33 EA.12 EA.13,250 EA.I 6.20 EA.I
I II
365B II 1 16,500 I 176 47 12 24,000 I 6.40
iI
10,000 GAL.Water Wagon 1 11,800 176 34 12 14,300 5.20
5,000 GAL.Water Wagon 1 6,650 176 19 12 6,450 3.05
14H/M RIPPER 1 8,800 176 25 12 10,150 3.60
I
16H/M RIPPER 1 12,650 I 176 36 12 12,100 4.35
*PLUS TIRE WEAR
**INCLUDES ASSEMBLY AND DISASSEMBLY I I
I
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 $62,315 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 receivinq mobilization charqe is $30,820 each wav.
WORLDWIDE RENTAL SERVICES
1125 Legacy View St
Salt Lake City,UT 84104
TEL:[phone]
FAX:[phone]
TOLL FREE:1-877-997-7752
WO LDWIDE
RENTAL SERVICES
RENTAL RATE QUOTE
We are pleased to offer the following rates for your review.Quoted rates are good for 30 days.
Name:Dennison Mines
Address:Blanding,DT
Phone #[phone]
Fax #[phone]
Contact:Amy
E-mail:[e-mail]
Project Name:
Est.Start Date:
Description ofEquipment Equipment Value S.t<riaLNo.Minimum Term Dailv Rate W~Rate Monthly Rate
PC300 excavator with 22500.00shear--~.--
--
i------.--
-1-----------
--'---
GENERAL TERMS AND CONDITIONS OF RENTAL
1.Machine month is detlned as cost ofone machine per month.Ifmultiple units are required,multiply the base rate times the
number ofunits required.
2.Credit approval will be determined by credit information supplied by the contractor to Worldwide prior tojob mobilization.
3.Monthly rate is based on 28 days and 200 hours ofusage.Overtime will be billed at 70%the hourly rate.
4.Payment terms are net 30.
5.All equipment is subject to availablility.
6.Excessive tire wear and ground engaging tool wear to be billed at end ofcontract.
7.Customer must supply insurance binder covering value ofequipment
We look forward to supplying your equipment requirements.Please let me know ifyou have any questions or ifthere is anything else you
need!
Kelly Kloberdanz
Branch Manager,WRS-SLC
801.978.3300 office
801.978.3777 fax
801.330.3485 cell
HONNEN
EQUIPMENT
February 25,2009
Amy Bushman
Denison Mines USA
6425 S.Hwy 191
Blanding,UT 84511
Dear Amy:
We are pleased to quote rental rates on the following:
1.Grove RT530E (30 ton)Crane $6,400.00/Month
2.Grove R1760E (60 ton)Crane $1l,100.00jMonth
3.Grove RT875E (75 ton)Crane $14,600.00/Month
We currently do not have a 75 ton available.
Freight will be $700.00 for the 30 ton and $1000.00 for the 60 ton at start and again at end of rental period.
~W1ffTGEtJGROU"'-i./
We believe the equipment as quoted will exceed your expectations.On behalf of Hannen Equipment Co.,thank
you for the opportunity to quote Grove Lifting machinery.Please call if you have any questions or comments.
Sincerely,
Shane Frazee
Territory Manager
970-270-2070 cell
800-746-6636 office
This proposal subject to the following conditions:
1)Quote valid for 30 days.
2)Specific quoted units subject to avaifability.
5055 E 72'lJ Avenue
Commerce Cily,CO 80022
303-287-7506
23581-70 Frontage Road
GrandJunction,CO 81505
970-243-7090
16 Girard Street
PO Box 27
Durango,CO 81303
970-247-4460
150 Salt Creek Highway
POBox 1180
Mills,WY 82644
307-266-4474
5217$,Highway 59
Gillette,WY 82718
307-685-4288
October 2008 to January 2009
-Fuel Cost Calculation
Producer Price Index -Commodities #2 Diesel
October
November
December
January 2009
282.3 *
224.9 *
171.5 *
164.1 *842.8 $2.107 per Gallon
off road use
*4 month Average
Bureau ofLabor Statistics Data
www.bls.gov Search:IAll BLS.gov i:]for:
Page 1 of 1
-;;BUREAU OF LABOR STATISTICS Newsroom I Tutorials I ReleaseCalendar iillJl
Home Subject Areas Databases &Tables Publications Economic Releases AM Z Index I About BlS._-----------_._--
Q_~~~!?<.l:~~~,_I~!?!~~~_~_~!~l:l!<.l:tg~~__!?X?~!?j.~~.~._
Change OutputOptions:From,11999 i'J To 12009iJ ~
I include graphs NEW!
Data extracted on:March 2,2009 (12:28:39 PM)
Producer Price Index-Commodities
Series rd:WPU057303
Not Seasonally Adjusted
Group:Fuels and related products and power
Item:No.2 diesel fuel
Base Date:198200
More Formatting Options......
FONT SIZE,
Year Jan Feb'Mar 1Apr Mav Jun Jul Aug Sep Oct Nov Dec Annual
1999.40.2 38.1 .43.2 53.1 53.0 53.5 59.8 65.6 68.8 67.5 72.7 57.3
2000'76.1 86.1 '90.084.1 82.8 85.7 89.5 92.1 110.8110.0 110.4 101.6 93.3
200196.7 92.483.5 86.4 93.1 90.2 81.6 82.0 91.6 75.9 .3 56.2 83.4
200258.9 60.0 :69.7 76.9 74.7 73.3 77.6 80.4 92.398.7 85.586.8 77.9
200397.6 123.8'129.4102.387.9 .89.8 92.7 96.6 9Ll :lOLl 95.998.1 100.5
2004109.3 103.7109.7'119.9121.0 114.2123.0 135.1140.9166.6 159.7 135.3 128.2
2005141.1 149.5173.3175.4170.8'187.2'189.8200.6212.6264.1 206.2 198.5 189,1
2006'197.1 196.2 206.5230.4239.6'246.9 237.5 250.2 201.3197.5 197.2 203.0 216.9
2007,180.9 193,5220.2'238.0226.5227.6243.5231.2246.2249.6 296.7 271.9 235.5
20081278.2 287,5353.7365.1398.2,421.0.431.9346.7'342.3.282.3(p)'224.9(p),171.5(p)325.3(p)
2009164.1(p)1 1 1 1 1 1 1 1 '1 '1 '1
p :Preliminary.All indexes are subject to revision four months after original publication.
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U.S.Bureau of Labor Statistics 2 Massachusetts Avenue,NE Washington,DC 20212-0001
www.bls.gov ITelephone:[phone] I Do you have a Data question?
http://data.bls.gov/PDQ/servlet/SurveyOutputServlet;jsessionid=f030403891615$3F$3F$
blS.gov
3/2/2009
Labor Costs
LABOR COSTS
2009 Estimated Labor Rates'*
Specified Wages
Heavy Construction
Labor Classification Base Rate Mandated Fringe
13.97%
Labor Burden
(FICA,SUI,
FUI,etc.
21.28%
Company
Benefits
(medical,life
insure,etc)Fringe Costs Labor CostlHR
Boiler Makers
Millwrights
Ironworkers
Carpenters
Cement Masons
Electricians
Ironworkers -Reinforcing
Laborers (including pipelayers)
Pipefitters
POWER EQUIPMENT OPERATORS
Backhoes
Cranes
Dozers
Graders
Loaders
Scrapers
Trackhoes
Tractors
Truck Drivers
$25.22 $18.76 $3.52 no added cost $22.28 $47.50
$20.82 $4.28 $2.91 $0.15 $7.34 $28.16
$21.84 $9.92 $3.05 no added cost $12.97 $34.81
$14.75 $3.03 $2.06 $0.11 $5.20 $19.95
$14.00 $0.56 $1.96 $2.42 $4.94 $18.94
$14.52 $2.71 $2.03 $0.38 $5.12 $19.64
$14.00 $1.96 $2.98 $4.94 $18.94
$9.00 $0.00 $1.26 $1.92 $3.17 $12.17
$12.60 $1.76 $2.68 $4.44 $17.04
$10.00 $1.40 $2.13 $3.53 $13.53
$10.43 $1.46 $2.22 $3.68 $14.11
$13.63 $1.90 $2.90 $4.80 $18.43
$13.61 $1.90 $2.90 $4.80 $18.41
$11.38 $1.59 $2.42 $4.01 $15.39
$12.75 $1.78 $2.71 $4.49 $17.24
$13.63 $1.90 $2.90 $4.80 $18.43
$9.42 $1.32 $2.00 $3.32 $12.74
$12.00 $1.68 $2.55 $4.23 $16.23
Note:base rates do not includeFICA,worker comp,unemployment,orcompany benefits which increase the cost per hour
**State of Utah -General Decision -Current Update UT20080073,4 pages,10/19/2008
2/16/2009 -1:05 PM -WMM Rec Plan Est February2009.xls
Denison Mines (USA)Corp.
WhiteMesa Mill
Nonspecified Wages Base Rate***
LABOR COSTS
Labor Burden
(FICA.SUI,
Mandated Fringe FUI,etc.
Company
Benefits
(medical,life
insure,etc)Fringe Costs Labor CostlHR
Survey Crew Member
Sample Crew Member
Mechanic (Demolition)
Manager/Engineer
Radiation Safety Officer
Secretary
Clerk
Engineer
Environmental Technician
Safety Engineer
Maintenance Foreman
Security Personnel
Chemist
$11.09 $0.00 $1.55 $2.36 $3.91 $15.00
$11.09 $0.00 $1.55 $2.36 $3.91 $15.00
$11.52 $0.00 $1.61 $2.45 $4.06 $15.59
$40.58 $0.00 $5.67 $8.64 $14.30 $54.88
$31.71 $0.00 $4.43 $6.75 $11.18 $42.88
$12.82 $0.00 $1.79 $2.73 $4.52 $17.34
$10.55 $0.00 $1.47 $2.25 $3.72 $14.27
$31.71 $0.00 $4.43 $6.75 $11.18 $42.88
$17.86 $0.00 $2.49 $3.80 $6.29 $24.15
$17.86 $0.00 $2.49 $3.80 $6.29 $24.15
$23.27 $0.00 $3.25 $4.95 $8.20 $31.47
$6.87 $0.00 $0.96 $1.46 $2.42 $9.29
$18.67 $0.00 $2.61 $3.97 $6.58 $25.25
***Reflects 0.0%cost of living raise for 2009
2/16/2009 -1:05 PM -WMM Ree Plan Est February 2009.xls
Denison Mines (USA)Corp.
While Mesa Mill
Page 1 of4
GENERAL DECISION:UT20080073 10/10/2008 UT73
Date:October 10,2008
General Decision Number:UT20080073 10/10/2008
State:Utah
Construction Type:Heavy
County:San Juan County in Utah.
Including Natural Gas Pipeline Construction
Modification Number
o
ENGI0003-047 07/01/2008
Publication Date
10/10/2008
Excluding Natural Gas Pipeline Construction
Rates
POWER EQUIPMENT OPERATOR
(3)Backhoe $24.53
ENGI0003-054 11/01/2007
Natural Gas Pipeline Construction Only
Rates
POWER EQUIPMENT OPERATOR
Backhoe/Excavator/Trackhoe,
Blade/Grader,Boom,
Bulldozer,Crane,
Mechanic,Trencher $30.25
Oiler $17.66
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
(Excluding Natural Gas
Pipeline Construction Form
Fringes
12.71
Fringes
13 .14
9.64
Fringes
4.94
4.94
4.94
4.94
4.94
Fringes
http://frwebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=UT2008...2/16/2009
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:Pipelayer (Excluding
Natural Gas Pipeline
Construction)$9.00
OPERATOR:Roller (Dirt and
Grade Compaction)$10.89
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
OPERATOR:Trackhoe (Excluding
Natural Gas Pipeline
Construction)$13.63
TRUCK DRIVER (Excluding
Natural Gas Pipeline
Construction)$12.00
TEAM0222-020 11/01/2007
NATURAL GAS PIPELINE CONSTRUCTION ONLY
Rates
TRUCK DRIVER
Group 1:
Articulated End Dump,Low
Boy,Rollagon or Similar
type Equipment,Truck
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
Group 3:
Ambulance,Bus,Dump
3.03
0.56
0.36
0.00
0.00 ,,-
0.00
0.00 y
0.00 ~
0.00 ,/
0.00 .",
o.00 ~
Fringes
8.74
8.74
Page 2 of 4
http://frwebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=UT2008...2/16/2009
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
Page 3 of 4
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
On survey related matters,initial contact,including requests
for summaries
http://frwebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=UT2008...211612009
Page 4 of4
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
http://frwebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=UT2008...2/1612009
Long Term Care
LONG TERM CARE CALCULATION
February 2009
Base Amount (Starting in Dec.1978)
CPI-U December,1978
CPI-U December 2008
$250,000
67.7
210.2
Adjusted Long Term Care =$250,000 x (CPI-U most recent /CPI-U Dec.,1978)
Adjusted Long Term Care
2/16/2009 -12:36 PM -WMM Ree Plan Est February 2009.xls
$776,322
Denison Mines (USA)Corp.
White Mesa Mill
tlureau ot Labor Statistics Data
www.bls.gov Search:IAll BLS.gov ::±]for:
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Change OutputOptions:From:11998iJ To:12008:.£1
FONT SIZE:
r include graphs NEW!
Data extracted on:February 16,2009 (1:32:15 PM)
Consumer Price Index -All Urban Consumers
Series rd:CUUROOOOSAO,CUUSOOOOSAO
Not Seasonally Adjusted
Area:U.S.city average
Item:All items
Base Period:1982-84=100
More Formatting Options ~
Year Jan Feb Sep HALF2
1998·161.6 163.6 163.9 163.7
1999:164.3 164.5 167.9 168.3 167.8
2000'168.8 169,8 173.7 174.0 173.6
2001175.1 175.8 178.3 176,7 177.5
2002177,1 177.8 181.0 180.9 180,9
2003181.7 183.1 185,2 184.3 184,6
2004185.2 186.2 189,9 190.3 190.2
2005190.7 191.8 198.8 196.8 197.4
2006198,3 198.7 199.8 201.5 202.5 202.9 203.5 203,9 202.9 201.8 201.5 201.8 201.6 200.6 202.6
2007202.416203.499.205,352 206,686,207.949.208.352'208.299 207.917208.490 208,936210.177 210.036207.342205.709,208.976
2008"211.080,211.693 "213.528.214.823 '216.632 ·218.815'219.964.219.086'218.783 216,573 212.425 210,228'215.303.214.429'216,177
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Linking &Copyright Information
Frequently Asked Questions I Freedom of Information Act I Customer Survey
U.S.Bureau of Labor Statistics 2 t>1assachusetts Avenue,NE Washington,DC 20212-0001
www.bls.gov ITelephone:[phone] I Do you have a Data question7
http://data.b1s.gov/PDQ/servlet/SurveyOutputServlet;jsessionid=f030a14d5fOd$3F$3FR$
bls.gov
2/1612009