DRC-2009-003102 - 0901a0688012bd2e

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DENISON^i
MINES
Danison Mines (USA) Corp.
10S0 17th Street, Suite 950
Denver, CO 8026S
USA
Tel: [phone]
Fax : [phone]S
www.denisonmine8.com
July 27, 2009
VIA E-MAIL AND 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
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Re: Denison Mines (USA) Corp.
State of Utah 11e.(2) Byproduct Material License # UT1900479
White Mesa Mill, Blanding, Utah
License Condition Number 9.5 - Surety Update - REVISION
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 newly revised reclamation and
decommissioning cost estimate in support of the surety bond on the White Mesa Mill. The revision is in
response to the May 21, 2009, letter from Dave Rupp, requesting clarification and additional information on the
February 2009 surety update.
Individual comments from Mr. Rupp are restated, in italics, below, followed by an explanation of the changes or
modifications made to the cost estimate.
1. Under the Mill Decommissioning tab in the report, please include the costs for:
a. The decommissioning and removal of all additional new tank facilities.
Additional costs have been included in the Mill Decommissioning section, "Misc. Tankage & Spare Parts
Removal", of the estimate, to cover the demolition and disposal of the newly constructed uranium and
vanadium SX feed tanks and the SX raffinate tank. The total manpower and equipment hours were
increased by 50% to cover the additional work effort required.
Letter to Dane Finerfrock
July 27, 2009
Page 2
Under the Mill Decommission section, a new task has been added for removal of the newly constructed
Alternate Feed Circuit.
b. Decommissioning and closure of all septic tanks and their associated drain fields.
Under the Mill Decommission section, a new task has been added for removal of the septic tanks and
drain fields.
c. Appropriate seed for revegetation of the mill yard and ore pads.
Costs have been added for seed mix under the Mill Decommissioning section, "Revegetate Mill Yard & Ore
Pad", to cover the purchase cost of seed mix. The cost and application rate is based on current
information from our ongoing reclamation activities at Denison's mining and exploration sites. The average
seed cost has been $21.50 per pound, applied at 15 pounds per acre.
d. Equipment maintenance costs for disposal of Cameco and Honeywell barrels. Equipment
maintenance costs were included for other alternate feeds.
Under the Mill Decommission section, equipment maintenance costs have been included for disposal of
the Cameco and Honeywell alternate feed barrels.
e. Equipment maintenance costs for demolition of the two new decontamination pads.
Under the Mill Decommission section, equipment maintenance cost has been added for demolition and
disposal of the materials from the two (2) decontamination pads.
2. Under the Rock Production tab in the report:
a. The estimate shows 146,000 CY of rip-rap type rock will be required. The Bureau of Land
Management (BLM) public pit is listed as the source of rock. There is no purchase cost listed
for the rock, and no cost for satisfying NEPA requirements for such a large size removal of
material from BLM property. Please justify why there will be no purchase cost for the material,
no NEPA costs related to BLM, and provide supporting documentation from the BLM. In lieu of
these items please incorporate the appropriate corresponding costs in the estimate.
We spoke with Ted McDougle of the Monticello, Utah ,BLM office. Ted indicated that the "public pit"
material is sold on the basis of fair market value, with the current cost being $0.50 per bank cubic yard. He
indicated that there are several pits located near the White Mesa Mill and all of them would be available for
rock production. There would be no permitting cost unless a new pit was located and opened for
production. A cost of $0.60 per bank cubic yard has been included in the estimate to cover the cost of the
material and any additional costs for access or clearance issues.
OENISO
MINES
l/)jj
Letter to Dane Finerfrock
July 27, 2009
Page 3
b. From the submittal DUSA received from Power Motive Corporation, it appears two conveyors
are necessary to stack the two separate screened products, rather than only the one included
in the estimate. Also, the screen cloth setup expense of $2,000 was not included in estimate.
Costs have been added under the Rock Production section for rental of an additional conveyor, and for the
setup expense of the screen cloth.
3. Under the Miscellaneous Costs tab, please include:
a. Demobilization of all power equipment from North Central Rental and Leasing (NCRL).
Attachment A in the February 2, 2009 letter from NCRL has a table, which lists the "Total
Freight Charges To and From," and a double asterisk footnotes states this "Includes Assembly
and Disassembly." However, under the Equipment Costs tab, on page 2 ofthe February 2,
2009 NCRL letter, it states, "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, S.D." Please add appropriate related
demobilization costs for the power equipment, and clarify this issue, if necessary, by providing
supporting documentation from NCRL.
Attachment A to the equipment quote from NCRL includes the total freight charges for delivery of the
equipment to the White Mesa Mill site and for freight charges back to Fargo, ND. The note is included that
the "Total Freight Charges To & From" includes assembly of the equipment upon arrival at the White Mesa
Mill site, and disassembly of the equipment for shipment back to Fargo, ND. Adding an additional
demobilization cost would result in doubling ofthe demobilization cost. All mobilization and demobilization
costs, including assembly and disassembly were included in the February 2009 estimate.
b. Mobilization and demobilization (mob/demob) charges for NCRL maintenance service
personnel and vehicles of $30,820 each way. (Per page 2 of the February 2, 2009 NCRL letter
and Attachment A).
Mobilization and demobilization charges for NCRL maintenance service personnel and vehicles of $30,820
each way has been added to the estimate
c. Mob/demob ofthe PC300 excavator with shears from WRS rental services. Include
documentation from the company.
Mob/demob cost of $2,275 for the PC300 excavator with shears has been added to the estimate. A
revised quote from WRS Rental Services is included in the updated estimate.
d. Probable costs for damages, including glass breakages, bent rails, ladders, fenders, etc., as
well as tire wear on applicable NCRL power equipment, as well as service vehicles, per page 3
ofthe February 2, 2009 letter from NCRL.
Costs for damages, including glass breakages, bent rails, ladders, fenders, etc., are considered abuse
items and would not be paid by a responsible project manager or owner. Equipment abuse is a training
DENiSO
MINES
•Ai
Letter to Dane Finerfrock
July 27, 2009
Page 4
and management issue for the contractor and should be covered out of his profit and overhead allowance
for the project.
Costs for tire wear and replacement has been added to the hourly operating cost for the NCRL equipment
at $4.00 per operating hour. This rate is based on information from KGL Associates, Inc., a contractor with
extensive experience utilizing NCRL equipment. A copy of the correspondence with KGL Associates is
attached to the estimate.
e. Material costs for repair of ground engaging tools (G.E. T.) and replacement of G.E. T. with new
tools after completion ofthe work, per page 3 ofthe February 2, 2009 NCRL letter.
Costs for ground engaging tools such as cutting edges and bucket teeth have been added to the hourly
operating cost for the NCRL equipment at $1.00 per operating hour. This rate is based on information from KGL
Associates, Inc., a contractor with extensive experience utilizing NCRL equipment. A copy of the
correspondence with KGL Associates is attached to the estimate.
f. Fuel for service vehicles, per top of page 3 of the February 2, 2009 letter from NCRL.
Fuel for the NCRL service vehicles has been added to the estimate. The consumption was estimated at
20 gallons per day, 21 days per month.
Additional costs have also been included for the disposal cost of the estimated volume of conventional ore that
will be stored on the ore pad at the end of the year. This revision was due to a recent change in the projected
rhilling rate for the remainder of 2009. The revision was made to ensure that the company is in compliance with
conditions of the Groundwater Discharge Permit.
The revised reclamation estimate and surety amount is $15,560,808, which is an increase from the current
approved surety amount of $15,017,128. The attached estimate represents a total revision to Attachment C of
Revision 3.0 to the approved July 2000 Reclamation Plan.
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,
DENisofj Mn^s (USA) CORP.
Jen p. Landau
"Manager Environmental Affairs
Enclosures
cc: Ron F. Hochstein, w/ attachment
Harold R. Roberts, w/ attachment
Rich E. Bartlett, w/ attachment
David Turk, w/o attachment
DENISO
MINES
tf^mM
OEN.SONI)~
MINES
Denison Minos (USA)Corp.
1050 171h Stree~Suite 950
Denver,CO 80265
USA
rei:303 628·7798
Fax:[phone]
www.denisonmines.com
Revised Cost Esti mates
for
Reclamation
of the
White Mesa Mill and Tailings
Management System
Blanding,Utah
July 2009
State of Utahlle.(2)Byproduct Material License #UT1900479
Copy 1 Slale of Utah
Denison Mines (USA)Corp.
www.denisonmines.com
1050 17th Street,Suite 950
Denver.CO.USA 80265
rei:303 628·7798
Fax:[phone]
Cost Summary
WHITE MESA MILL RECLAMATION COST ESTIMATE
July 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
7/27/2009 -9:21 AM -WMM Rec Plan Est July 2009 (1).xls
$2,073,092
$1,747,835
$1,513,709
$1,908,627
$1,427,814
$2,614,790
$11,285,867
10.00%$1,128,587
15.00%$1,692,880
2.00%$225,717
4.00%$451,435
$776,322
$15,560,808
$15,560,808
Denison Mines (USA)Corp.
White Mesa Mill
Mill Decommissioning
MILL DECOMMISSIONING
MILL DECOMMISSIONING
Mill Building Demolition
Resource Description Units Cost/Unit 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 $93.45 640 $59,808
Truck Drivers hrs $16.23 640 $10,387
Cat 988 Loader hrs $133,06 160 $21,289
Cat 365 Excavator hrs $128.54 160 $20,567
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 $18.58 1,360 $25,274
Concrete Removal sf $3.30 37,500 $123,750
Total Mill Building Demolition $337,321
Task CostTaskUnitsCost/UnitUnits
Ore Feed Demolition
Resource Description
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 $93.45 64 $5,981
Truck Drivers hrs $16.23 64 $1,039
Cat 988 Loader hrs $133.06 16 $2,129
Cat 365 Excavator hrs $128.54 16 $2,057
Cat 330 wi PC-400 metalShears hrs $172.17 16 $2,755
30 Ton Crane hrs $59.58 0 $0
Equipment Maintenance (Butler)hrs $18.58 112 $2,081
Total Ore Feed Demolition $18,443
SX BUilding Demolition
Resource Description Units Cost/Unit Task Units 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 $93.45 320 $29,904
Truck Drivers hrs $16.23 320 $5,194
Cat 988 Loader hrs $133.06 80 $10,645
Cat 365 Excavator hrs $128.54 80 $10,283
Cat 330 wi PC-400 metalShears hrs $172.17 80 $13,774
65 Ton Crane hrs $96.82 0 $0
30 Ton Crane hrs $59.58 0 $0
Equipment Maintenance (Butler)hrs $18,58 560 $10,407
Concrete Removal sf $3.30 55,970 $184,701
Total SX BUilding Demolition $276,915
7127/2009 -11 :12 AM·WMM RecPlan EstJuly2009(1).xls
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 $93.45 120 $11,214
Truck Drivers hrs $16.23 120 $1,948
Cat 988 Loader hrs $133,06 30 $3,992
Cat 365 Excavator hrs $128,54 30 $3,856
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 $18.58 255 $4,739
Concrete Removal sf $3.30 15,000 $49,500
Total CCD Circuit Removal
Sample Plant Removal
Resource Description Units CosVUnit Task Units
$89,545
Task Cost
Equipment Operators hrs $18.43 24 $442
Mechanics hrs $15.59 32 $499
Laborers hrs $12.17 16 $195
Small Toots hrs $1,35 48 $65
Cat 769 Haul Truck hrs $93.45 32 $2,990
Truck Drivers hrs $16.23 32 $519
Cat 988 Loader hrs $133.06 8 $1,064
Cat 365 Excavator hrs $128.54 8 $1,028
Cat 330 wi PC-400 metalShears hrs $172.17 8 $1,377
30 Ton Crane hrs $59.58 0 $0
Equipment Maintenance (Butler)hrs $18.58 56 $1,041
Concrete Removal sf $3.30 4,200 $13,860
Total Sample Plant Removal
Boiler Demolition
Resource Description Units CosVUnit Task Units
$23,081
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 $93.45 160 $14,952
Truck Drivers hrs $16.23 160 $2,597
Cat 988 Loader hrs $133.06 40 $5,322
Cat 365 Excavator hrs $128.54 40 $5,142
Cat 330 wi PC-400 metalShears hrs $172.17 40 $6,887
65 Ton Crane hrs $96.82 0 $0
30 Ton Crane hrs $59.58 0 $0
Equipment Maintenance (Butler)hrs $18.58 280 $5,203
Concrete Removal sf $3.30 2,900 $9,570
Total Boiler Demolition
7/27f2009·11:12 AM-WMM Rec Plan Est July 2009 (1).xls
$55,677
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 $93.45 64 $5,981
Truck Drivers hrs $16.23 64 $1,039
Cat 988 Loader hrs $133.06 16 $2,129
Cat 365 Excavator hrs $128.54 16 $2,057
Cat 330 wi PC-400 metalShears hrs $172.17 16 $2,755
65 Ton Crane hrs $96.82 0 $0
30 Ton Crane hrs $59.58 0 $0
Equipment Maintenance (Butler)hrs $18.58 112 $2,081
Concrete Removal sf $3.30 1,200 $3,960
Total Vanadium Oxidation Circuit Removal
Main ShoplWarehouse Demolition
Resource Description Units Cost/Unit Task Units
$22,403
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 $93.45 128 $11,962
Truck Drivers hrs $16.23 128 $2,077
Cat 988 Loader hrs $133.06 32 $4,258
Cat 365 Excavator hrs $128.54 32 $4,113
Cat 330 wi PC-400 metalShears hrs $172.17 32 $5,509
Equipment Maintenance (Butler)hrs $18.58 224 $4,163
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
$100,576
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 $93.45 64 $5,981
Truck Drivers hrs $16.23 64 $1,039
Cat 988 Loader hrs $133.06 16 $2,129
Cat 365 Excavator hrs $128.54 16 $2,057
Cat 330 wi PC-400 metalShears hrs $172.17 16 $2,755
Equipment Maintenance (Butler)hrs $18.58 112 $2,081
Concrete Removal sf $3.30 1,350 $4,455
Total Decon Pads (2)Demolition
7/27/2009 -11:12 AM-WMM Rec Plan Est July 2009 (1).xls
$22,898
Denison Mines (USA)Corp.
While Mesa Mill
MILL DECOMMISSIONING
Office Building Demolition
Resource Description Units Cost/Unit Task Units 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 $93.45 96 $8,971
Truck Drivers hrs $16.23 96 $1,558
Cat 988 Loader hrs $133.06 24 $3,193
Cat 365 Excavator hrs $128.54 24 $3,085
Cat 330 wi PC-400 metalShears hrs $172.17 24 $4,132
Equipment Maintenance (Butler)hrs $18.58 168 $3,122
Concrete Removal sf $1.25 12,100 $15,125
Total Office BUilding Demolition
Septic Tanks and Drain Fields
Resource Description Units Cost/Unit Task Units
$42,789
Task Cost
Equipment Operators hrs $18.43 16 $295
Mechanics hrs $15.59 0 $0
Laborers hrs $12.17 16 $195
Small Tools hrs $1.35 32 $43
Cat 769 Haul Truck hrs $93.45 16 $1,495
Truck Drivers hrs $16.23 16 $260
Cat 988 Loader hrs $133.06 8 $1,064
Cat 365 Excavator hrs $128.54 8 $1,028
Cat 330 wi PC-400 metalShears hrs $172.17 0 $0
Equipment Maintenance (Butler)hrs $18.58 32 $595
Total Septic Tanks and Drain Fields
Misc.Tankage &Spare Parts Removal
Resource Description Units Cost/Unit Task Units
$4,975
Task Cost
Equipment Operators hrs $18.43 24 $442
Mechanics hrs $15.59 16 $249
Laborers hrs $12.17 16 $195
Small Tools hrs $1.35 32 $43
Cat 769 Haul Truck hrs $93.45 32 $2,990
Truck Drivers hrs $16.23 32 $519
Cat 988 Loader hrs $133.06 8 $1,064
Cat 365 Excavator hrs $128.54 8 $1,028
Cat 330 wi PC-400 metalShears hrs $172.17 8 $1,377
Equipment Maintenance (Butler)hrs $18.58 56 $1,041
Total Misc.Tankage &Spare Parts Removal
7f27{2009·11:12 AM-WMM Rec Plan EstJuly 2009{i).xIS
$8,950
Denison Mines (USA)Corp.
White Mesa Mill
MILL DECOMMISSIONING
Alternate Feed Circuit
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 112 $2,065
Mechanics hrs $15.59 48 $748
Laborers hrs $12.17 48 $584
Small Tools hrs $1.35 96 $130
Cat 769 Haul Truck hrs $93.45 48 $4,486
Truck Drivers hrs $16.23 48 $779
Cat 988 Loader hrs $133.06 32 $4,258
Cat 365 Excavator hrs $128.54 32 $4,113
Cat 330 wi PC-400 metalShears hrs $172.17 48 $8,264
Equipment Maintenance (Butler)hrs $59.58 160 $9,533
Concrete Removal sf $3.30 2,500 $8,250
Total Decon Pads (2)Demolition
Mill Yard Decontamination
Resource Description Units Cost/Unit Task Units
$43,210
Task Cost
Equipment Operators hrs $18.43 582 $10,729
Cat 637 Scraper hrs $206.83 257 $53,156
Cat 988 Loader hrs $133.06 65 $8,649
Cat D8N Dozer With Ripper hrs $95.08 65 $6,180
Cat 07 Dozer hrs $80.39 65 $5,226
Cat 651 Waterwagon hrs $110.06 65 $7,154
Cat 148 Motorgrader hrs $70.1 9 65 $4,562
Equipment Maintenance (Butler)hrs $18.58 582 $10,816
Total Mill Yard Decontamination
Ore Storage Pad Decontamination
Resource Description Units Cost/Unit Task Units
$106,472
Task Cost
Equipment Operators hrs $18.43 429 $7,908
Cat 637 Scraper hrs $206.83 189 $39,091
Cat 988 Loader hrs $133.06 48 $6,387
Cat D8N Dozer With Ripper hrs $95.08 48 $4,564
Cat 07 Dozer hrs $80.39 48 $3,859
Cat 651 Waterwagon hrs $110.06 48 $5,283
Cat 148 Motorgrader hrs $70.19 48 $3,369
Equipment Maintenance (Butler)hrs $18.58 429 $7,972
Total Ore Storage Pad Decontamination
Equipment Storage Area Cleanup
Resource Description Units Cost/Unit Task Units
$78,434
Task Cost
Equipment Operators hrs $18.43 153 $2,820
Cat 637 Scraper hrs $206.83 68 $14,065
Cat 988 Loader hrs $133.06 17 $2,262
Cat D8N Dozer With Ripper hrs $95.08 17 $1,616
Cat 07 Dozer hrs $80.39 17 $1,367
Cat 651 Waterwagon hrs $110.06 17 $1,871
Cat 148 Motorgrader hrs $70.19 17 $1,1 93
Equipment Maintenance (Butler)hrs $18.58 153 $2,843
Total Equipment Storage Area Cleanup
7/27/2009·11:12 AM-WMM Rec Plan Est July 2009 (1).xls
$28,038
Denison Mines (USA)Corp,
While Mesa Mill
MILL DECOMMISSIONING
Revegetate Mill Yard &Ore Pad
Resource Description Units CosUUnit Task Units Task Cost
Equipment Operators hrs $18.43 231 $4,258
Cat 637 Scraper hrs $206.83 132 $27,302
Cat 988 Loader hrs $133.06 0 $0
Cat 08N Dozer With Ripper hrs $95.08 33 $3,138
Cat 07 Dozer hrs $80.39 33 $2,653
Cat 651 Waterwa90n hrs $110.06 0 $0
Cat 14G Motorgrader hrs $70.19 33 $2,316
Seed Mix Acre $322.50 50 $16,125
Equipment Maintenance (Butler)hrs $18.58 231 $4,293
Total Revegetate Mill Yard &Ore Pad
Total Demolition and Decontamination
CLEANUP OF WINDBLOWN CONTAMINATION
Seoping Survey
Resource Description Units CosUUnit Task Units
$60,085
$1,319,8121
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 Seaping Survey $35,964
Characterization Survey
Resource Description Units CosUUnit 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 CosUUnit 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
7/27f2009-11 :12 AM-WMM Ree Plan Est July 2009 (1).xls
Denison Mines (USA)Corp.
White Mesa Mill
MILL DECOMMISSIONING
Windblown Cleanup
Resource Description Units CosVUnit Task Units Task Cost
Equipment Operators hrs $18.43 1,190 $21,937
Cat 637 Scraper hrs $206.83 680 $140,646
Cat D8N Dozer With Ripper hrs $95.08 170 $16,164
Cat 07 Dozer hrs $80.39 170 $13,667
Cat 14H Motorgrader hrs $70.19 170 $11,932
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 $18.58 1,190 $22,114
Units
Total Windblown Cleanup
Quality Control
Resource Description
Quality Control Contractor
Total Quality Control
Total Cleanup Windblown Contamination
Conventional Ore Disposal
$255,152
CosVUnit Task Units Task Cost
Icc;hrc:.s c:.$6-"2,,,.0:.;:01__--'2=:.,0'-'8c:.0IL_-,--$1:.::2;;",8,;:..::96:.::0I
$128,960
$529,0051
Resource Description Units CosVUnit Task Units Task Cost
Equipment Operators hrs $18.43 1,310 $24,145
Cat 769 Haul Truck (3)hrs $93.45 756 $70,635
Cat 988 Loader hrs $133.06 252 $33,525
Cat 651 Waterwagon hrs $110.06 252 $27,731
Cat 14G Motorgrader hrs $70.19 50 $3,509
Equipment Maintenance (Butler)hrs $18.58 1,310 $24,340
Total Conventional Ore Disposal
Total Quantity 148,148 Cubic Yards'
196 Cubic Yards per Truck per hour
756 Truck Hours
$183,8851
Alternate Feed Disposal
•200,000 tons maximum projected for December 2009
Cabot and FMRI Material
Resource Description Units CosVUnit Task Units Task Cost
Equipment Operators hrs $18.43 153 $2,821
Cat 769 Haul Truck (3)hrs $93.45 62 $5,778
Cat 988 Loader hrs $133.06 21 $2,742
Cat 651 Waterwagon hrs $110.06 21 $2,268
Cat 14G Motorgrader hrs $70.19 50 $3,509
Equipment Maintenance (Butler)hrs $18.58 153 $2,844
Total Cabot &FMRI Material
Total Quantity
7/2712009 -11:12 AM·WMM Rec Plan EstJuly 2009 (i),xls
12,119 Cubic Yards'(as of 01131109)
196 Cubic Yards per Truck per hour
62 Truck Hours
$19,964
Denison Mines(USA)Corp.
White Mesa Mill
MILL DECOMMISSIONING
"Includes Linde,Cabot and FMRI
Cameco Barrels and Honeywell Barrels
Resource Description Units CosVUnit 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
Equipment Maintenance (Butler)hrs $18.58 190 $3,531
Total Cameco and honeywell Barrels
*includes operator
Sub-Total Alternate Feed Disposal
19,049 Barrels (as of 01/31/09)
40 Barrels per load
0.4 Hours per load
190 Truck Hours
$20,426
$40,39°1
TOTAL MILL DECOMMISSIONING
7/27/2009·11:12 AM-WMM Rec Plan EstJuly 2009 (1).xls
I $2,073,0921
Denison Mines (USA)Corp.
While 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
Reviewed 07/17/09
~
Therefore:Volume moved =1,643,453 x 1.5]/27 =91,303 cubic yards
(use 91,300)
91,300 /355 cubic yards per hour =
IHaul 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
257 machine hours
Therefore:Volume moved =976,780 x 1.5]/27 =54,266 cubic yards
(use 54,300)
54,300 /287 cubic yards per hour =
IHaul route #3
3)Demolition Equipment
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 (con't)
5)Tool and Expendable Allowance,covering the following items:
page 2
--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 It $Cost
Mill Building
SX Building
CCD,Pre-Leach,
Claricone
Shop/Warehouse
Office*
Sample Plant
Vanadium EMF/Ox
Boiler house
Decon Pads
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
--Labor at $2.75,Equipment at $0.55
--*Labor at $0.70,Equipment at $0.55
8)Revegetation
Assume:
Mill Decommissioning (con'!)page 3
--Mill Yard Area
--Ore Pad Area
1,643,453 sq.feet
976,780 sq.feet
[1,643,453
--Place 6 inches ofTopsoil
--Cat 637 Scrapper,Haul Route #4
976,780 ]sq.feet x 0.5 feet]I [27 cubic feet I cubic Yard]
Use 48,600 Cubic Yards
48,523 cu yds
48,600 1368 cu yds per hour =132 Scrapper hours
COST ESTIMATE
I
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,.-.".--
COST ESTIMATE-----··----------r-------------
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...;,,_....._....~C~O:S:T~E~S~T~IM~A~T~E~~.....;~'~-~,'!1~~;~-"".;..~'i;;;~
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"~\'lIw:[IvlI }[rmVe1ffif:Olirj Accolili'nl1:i;mg §mnmarfY
Janua..-j 2009
WMM ALTERNATE FEED RECEIPTS
FOR THEMONTHENDfNGJanuary $1,2009
J~l:1iJar1!S:e1::lrl.l~i'..'ft,are[~.!:lori!~
DryTons Received
June iliili!AUQust Semember ~November iJ?@mber TO'1&1 YTD Receillro
379.'"
C<Jj;;~t
Cak;jned Pr.;.;doct·C.aw.e=;;
CaF2
i?"anst<:ellRulRt
J">:F f'iOduCZ·Gameco
Regen ProdlJQ-Cameco
UF4 !vi2teri2l-C;ameco
='3790 ~379
WMM 11e2 Materoa!Receipts
FOR THE lv;UN1H ENDIM3JarttI2>y 31,2009
Jam.:an.'!;;\:;;'~<n'"V [\~a;,(;l'il dE!E Mav ~:!!:!.!!~September October r~o\l"ember ~T~:;;;rnoReceiVEd
Meslena 1g.i9
URi 33 3S
~~
WfilJJIij A!.TI:RNATE FEED Ending Illvent"",
FORTHE MONTHEi\JDlNG January 31,2OG9
P~jO?Vear Ending
Encllnu 2008TID 200STons l\Il~terlaJ
Balance RecQjtred Fed ~
cabol 5,184 5,184-
CaF2-Honej'oNel1 1,083 i ,083
Ca:cirled ?rodut:l·Cameoo 1,247 1,247
Fe.ns~es!iFfJ',FII 10,790 379 i1,177
KF PWc!lJe!·Cameco i /.107 1,007
R,;gom Produc;.Cameco iSS 185
UF4 rvlaterial~Cameco 202 .202
19,70S 379 20,O(;q.
Avaaae WOS
.fuE9g
IJ.S·(}.5%rontent
o.s -3.0%coole"l
4.5%.c-on!en!
0.25-0.5%c.onient
1'>f.content
7..g.~;,cortenl
75-80%content
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
Wally B.ending balance 2007
6,001
3,600
568
1
3,005
#Drums
Received 07-
current
517
4,200
342
815
Total Inventory
6,518
7,800
910
816
3,005
Ryan Palmer
r:"rl Iji(o-!rH:!J//\('cnu/)tili,lj
t:435·678·2221 x102 I I: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 lor exclusive use theperson(s)mentioned as the recipient(s).This message and any attached liles 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 orcopy this message if
you are not the intended redpienl(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
L:"){oClllive Vice'ef(\'.,ido!)t,1/-'3
t:(303)389·4160 I I:(303)389·4125
1050 17th Street,Suite 950,Denver,CO 80265
DENISON MINES (USA)CORP
www.denisonmines.com
CnPi,'jr\F,:"j':'::,1',1':,
1'.',(1,I:-:'.U/,r::,
SOLD TO:
II\!VOIC[NUMBEFl
I!\!VOICE D/J,TE
S/\LESPE:HSON I\!O.
DUE DATE
DiSCOUNT D/,TE
P/-\GE 0/:,,J:L "(:,
c:;:;;C',cc,
.<:>,1"1 ,,(J(-.j f";Ti\:1..-~:'..(U::.:1'\
1050 ~j'lf-l "j'REi::":
,(',-,,','
~:"u:r,'rr ')C,«
L)['I\!'·../[f-,:("r,
;"~'C .',?
/:-().,
837;>3
Vendor 10 'IName ·1 Payment Number Cheque Date IDocument Number
CAR004 ICarhart Feed and Seed 100000000000009491 4/17/2009 10037238
Our Voucher Number IDate I Amount!Amount Paid Discount!NetAmountPaid
DENISON MINES (USA)CORR
311190
311687
3/30/2009
4/712009
$2,430,83
$9.47
$2,430,83
$9.47
$0,00
$0.00
$2,430.83
$9.47
$2,440,30 $2,440,30 $0.00 $2,440.30
REORDERFROMYOUR LOCAL SAfEGUARDDISTRIBUTOR,If'UNKNOWN,CALLBoo.sn.2422 Ii0005R00100tH,M04SI'020420
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
F~"()IIironmontalCoordinator
t:[phone] ic:(303)549-97221 f:[phone]
1050 17th Street,Suite 950,Denver,CO 80265
DENISON MINES (USA)CORP
~~Yi.,.9_eniso nmi.!les.co111
This e-mail is intended for exclusive use the person(s)mentioned as the recipienl{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 orcopy this message jf
you are not the intended recipient(s).
1
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
lc..::hr:.::.s $:::.:0c.;.4:.::.8IL_--=6.::c2,..:.:40:..:.01_------'$:..:.3"-'0,0::.: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 $93.45 2,157 $201,573
Truck Drivers hrs $16.23 2,157 $35,008
Cat 988 Loader hrs $133.06 539 $71,719
Cat D8N Dozer With Ripper hrs $95.08 539 $51,251
Cat 365 Excavator hrs $128.54 539 $69,284
Cat 651 Waterwagon hrs $110.06 539 $59,325
Cat 14G Motorgrader hrs $70.19 539 $37,832
Equipment Maintenance (Butler)hrs $18.58 4,852 $90,168
Total Crystal Removal $665,839
Task CostTaskUnitsCost/UnitUnits
Contaminated Materials Removal
Resource Description
Equipment Operators hrs $18.43 616 $11,356
Cat 637 Scraper hrs $206.83 308 $63,704
Cat D8N Dozer With Ripper hrs $95.08 77 $7,322
Cat 825C Compactor hrs $95.38 77 $7,344
Cat 651 Waterwagon hrs $110.06 77 $8,475
Cat 14G Motorgrader hrs $70.19 77 $5,405
Equipment Maintenance (Butler)hrs $18.58 616 $11,447
Total Contaminated Materials Removal $115,053
Task CostTaskUnitsCost/UnitUnits
Topsoil Application
Resource Description
Equipment Operators hrs $18.43 240 $4,424
Cat 637 Scraper hrs $206.83 120 $24,820
Cat D8N Dozer With Ripper hrs $95.08 40 $3,803
Cat 651 Waterwagon hrs $110.06 40 $4,403
Cat 14G Motorgrader hrs $70.19 40 $2,808
Equipment Maintenance (Butler)hrs $18.58 240 $4,460
Total Topsoil Application $44,718
7/27/2009 -11:13 AM -WMM Rec Plan Est July 2009 (1 ).xls
Denison Mines (USA)Corp.
White Mesa Mill
RECLAMATION OF CELL 1
Construct Channel
Resource Descr'lption Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 858 $15,817
Cat 637 Scraper hrs $206.83 272 $56,258
Cat 769 Truck hrs $93.45 450 $42,053
Truck Drivers hrs $16.23 450 $7,304
Cat 988 Loader hrs $133.06 150 $19,959
Drilling &Blasting Contractor BCY $2.33 89,100 $207,475
Cat 14G Motorgrader hrs $70.19 218 $15,301
Cat D8N Dozer With Ripper hrs $95.08 218 $20,728
Equipment Maintenance (Butler)hrs $18.58 1,308 $24,307
Total Construct Channel $409,202
Place Clay Liner
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 355 $6,544
Cat 637 Scraper hrs $206.83 0 $0
Cat 825 Compactor hrs $95.38 60 $5,723
Cat D8N Dozer With Ripper hrs $95.08 60 $5,705
Cat 07 Dozer hrs $80.39 0 $0
Cat 651 Waterwagon hrs $110.06 60 $6,604
Cat 980 Loader hrs $103.73 60 $6,224
5000 Gallon Water Truck hrs $63.90 30 $1,917
Highway Trucks hrs $63.77 435 $27,740
Truck Drivers hrs $16.23 435 $7,060
Cat 14G Motorgrader hrs $70.19 85 $5,966
Equipment Maintenance (Butler)hrs $18.58 1,225 $22,765
Total Place Clay Liner $96,248
Task CostTaskUnitsCost/UnitUnits
Place Lower Random Fill
Resource Description
Equipment Operators hrs $18.43 602 $11,098
Cat 637 Scraper hrs $206.83 172 $35,575
Cat 825 Compactor hrs $95.38 86 $8,202
Cat D8N Dozer With Ripper hrs $95.08 86 $8,177
Cat 07 Dozer hrs $80.39 86 $6,914
Cat 651 Waterwagon hrs $110.06 86 $9,466
Cat 14G Motorgrader hrs $70.19 86 $6,036
Equipment Maintenance (Butler)hrs $18.58 602 $11,187
Total Place Lower Random Fill $96,656
7/27/2009 -11:13 AM ~WMM Ree Plan Est July 2009 {1 ).xls
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 $206.83 0 $0
Cat 825 Compactor hrs $95.38 55 $5,246
Cat D8N Dozer With Ripper hrs $95.08 55 $5,230
Cat 07 Dozer hrs $80.39 0 $0
Cat 651 Waterwagon hrs $110.06 55 $6,054
Cat 14G Motorgrader hrs $70.19 55 $3,860
Cat 980 Loader hrs $103.73 55 $5,705
5000 Gallon Water Truck hrs $63.90 30 $1,917
Highway Trucks hrs $63.77 440 $28,059
Truck Drivers hrs $16.23 440 $7,141
Equipment Maintenance (Butler)hrs $18.58 305 $5,668
Total Place Clay Cap
Upper Random Fill
Resource Description Units Cost/Unit Task Units
$74,502
Task Cost
Equipment Operators hrs $18.43 688 $12,683
Cat 637 Scraper hrs $206.83 172 $35,575
Cat 825 Compactor hrs $95.38 86 $8,202
Cat D8N Dozer With Ripper hrs $95.08 86 $8,177
Cat 07 Dozer hrs $80.39 86 $6,914
Cat 651 Waterwagon hrs $110.06 86 $9,466
Cat 14G Motorgrader hrs $70.19 86 $6,036
5000 Gallon Water Truck hrs $63.90 86 $5,496
Equipment Maintenance (Butler)hrs $18.58 688 $12,786
Total Place Upper Random Fill
7/27/2009 -11:13 AM -WMM Rec Plan Est July 2009 (1 ).xls
$105,335
Denison Mines (USA)Corp.
While 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 $80.39 30 $2,412
Cat 651 Waterwagon hrs $110.06 30 $3,302
Cat 14G Motorgrader hrs $70.19 30 $2,106
Rock Cost Delivered CY $5.75 8,607 $49,532
Equipment Maintenance (Butler)hrs $18.58 90 $1,673
Units
Total Place Rock Armor
Quality Control
Resource Description
Quality Control Contractor
Total Quality Control
TOTAL RECLAMATION OF CELL 1
7/27/2009 ~11:13 AM -WMM Rec Plan Est July 2009 (1 ).xIS
$60,683
Cost/Unit Task Units Task Cost
I,--h_rs -'..$_62_.0_01 8_0_01'--__$-'..4-'9,_60_01
$49,600
1 $1,747,8351
Denison Mines (USA)Corp.
White Mesa Mill
Franklin Drilling &Blastiing~Inc
P.O.BOl<2246
Durango,CO 81392
Phone:[phone]
Fax:[phone]
Mobile:970·259-4167
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 deap by 40 faet 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.Tha fea will
ba 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 ratas of about 2000 cubic yards per drill can be expectad.With
two drills drilling,and a 90%availability rate,that will ba about 3600 cubic
yards drilled par 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
9NI1S~lH NIl~N~~~
INTERNA TIONAL URANIUM (USA)CORP.
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Cell 2
RECLAMATION OF CELL 2
Total Obtain Permits for Clay Borrow Site -Section 16
Obtain Permits for Clay Borrow Site -Section 16
Resource Description _---:u::.:n:.:.it::::s_~-C=os::.:U:..:U::.:n:.:.it'---,-__T:..:a:::s::.:k:..:U::.:n:.:.it::::s-=_T:..:a:::s::;k.-:C",o::;s;;;t:::-
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$50,000
Task CostTaskUnitsCosUUnitUnits
Place Remainder of Bridging (Platform)Lift
Resource Description
Equipment Operators hrs $18.43 0 $0
Cat 627F Scraper hrs $206.83 0 $0
Cat 815C Compactor hrs $95.38 0 $0
Cat D8N Dozer With Ripper hrs $95.08 0 $0
Cat D7 Dozer hrs $80.39 0 $0
Cat 651 Waterwagon hrs $110.06 0 $0
Cat 14G Motorgrader hrs $70.19 0 $0
Equipment Maintenance (Butler)hrs $18.58 0 $0
Total Place Remainder of Bridging (Platform)Lift $0
Task CostTaskUnitsCosUUnitUnits
Place Lower Random Fill (12")
Resource Description
Equipment Operators hrs $18.43 902 $16,628
Cat 637 Scraper hrs $206.83 402 $83,147
Cat 825 Compactor hrs $95.38 100 $9,538
Cat D8N Dozer With Ripper hrs $95.08 100 $9,508
Cat D7 Dozer hrs $80.39 100 $8,039
Cat 651 Waterwagon hrs $110.06 100 $11,006
Cat 14G Motorgrader hrs $70.19 100 $7,019
Equipment Maintenance (Butler)hrs $18.58 902 $16,762
Total Place Lower Random Fill (12")$161,648
Clay Layer
Task CostTaskUnitsCosUUnitUnitsResourceDescription
Equipment Operators hrs $18.43 1,720 $31,707
Cat 825 Compactor hrs $95.38 325 $30,998
Cat D8N Dozer With Ripper hrs $95.08 300 $28,525
Cat D7 Dozer hrs $80.39 0 $0
Cat 651 Waterwagon hrs $110.06 300 $33,019
Cat 14G Motorgrader hrs $70.19 320 $22,460
Cat 980 Loader hrs $103.73 300 $31,119
5000 Gallon Water Truck hrs $63.90 175 $11,183
Highway Trucks hrs $63.77 2,400 $153,048
Truck Drivers hrs $16.23 2,400 $38,952
Equipment Maintenance (Butler)hrs $18.58 1,720 $31,964
Total Place Clay Layer $412,976
7/27/2009 ~11:13 AM -WMM Rec Plan Est July 2009 {1 ).xls
Denison Mines (USA)Corp.
White Mesa Mill
RECLAMATION OF CELL 2
Task CostTaskUnitsCost/UnitUnits
Upper Random Fill
Resource Description
Equipment Operators hrs $18.43 1,990 $36,685
Cat 637 Scraper hrs $206.83 796 $164,639
Cat 825 Compactor hrs $95.38 199 $18,980
Cat D8N Dozer With Ripper hrs $95.08 199 $18,922
Cat D7 Dozer hrs $80.39 199 $15,998
Cat 651 Waterwagon hrs $110.06 199 $21,903
Cat 14G Motorgrader hrs $70.19 199 $13,968
5000 Gallon Water Truck hrs $63.90 199 $12,717
Equipment Maintenance (Butler)hrs $18.58 1,990 $36,981
Total Place Upper Random Fill $340,793
Rock Armor
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 825 $15,209
Cat D7 Dozer hrs $80.39 275 $22,108
Cat 651 Waterwagon hrs $110.06 275 $30,268
Cat 14G Motorgrader hrs $70.19 275 $19,302
Rock Cost Delivered CY $5.75 66,200 $380,974
Equipment Maintenance (Butler)hrs $18.58 825 $15,331
Total ptace Rock Armor $483,192
Units
Quality Control
Resource Description
Qual'lty Control Contractor
Total Quality Control
Cost/Unit Task Units Task Cost
l:.:.:,hr:::..,s ~$6~2~.0:.::.01__--:..:.1,0:::,::5:.::.01_--,$:.:::6::!5,-.:..:10:.:::0I
$65,100
TOTAL RECLAMATION OF CELL 2 $1,513,7091
7/27/2009 -11:13 AM -WMM Rec Plan Est July 2009 {1 ).xls
Denison Mines (USA)Corp.
While 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 stili 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 1 .::c:::ub:::i:::cJ.y~ar:.:;d:;;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 (can'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 =221,234 cubic yards
Use I 221,300 cubic yards
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 =55,309 cubic yards
Use I 55,400 cubic yards
9)Cell 2 North Slope (Siope #1 )common with Cell 1-1
Average height
Length
12 feet
2600 feet
a)Random fill to reduce slope from 3:1 to 5:1
First Wedge [12X12X5)/2 -(12X12X3)/2]X2600
13,867 cubic yards
Use 1_.;.13;;:,;;,90;";0;.,,.;c;;,ub;,;i;;,c.<,;ya;;;.r.;:,;ds:.....J
=374,400 cubic feeU 27 =
Remaining Random Fill
[15 X 15 X 5)/2 -(12 X 12 X 5)/2]X 2600
=526,500 cubic feeU 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)/2J X 2600
=133,568 cubic feeU 27 =4,947 cubic ards
Use 1-....:5;:;,0;;;0;,;0...;;c;;;ub;;;;i;;;,c.:;ya;.:r,::ds::....J
c)Toe Apron 2 X 7 X 2600 127 =1,348 cubic yards
Use 1__1;.:,4.;.0;";0;.,,.;c.;:,;ub;,,;ic;,;.<,;~a;;;.rd;;:s:.....J
Total Rock Armor Cell 2 north Slope 6,400 cubic yards
Volume Calculation -Cell 2 (can'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 =33 cubic yards
Use I 100 cubic yards
Remaining Random Fill
[4 X 4 X 5)/2 -(1 X 1 X 5)/2]X 900
=33,750 cubic feet/27 =1,250 cubic yards
Use I 1,300 cubic yards
Total Random Fill North Slope 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,;:,00::...:c;;;u;,;:b;.:ic"",y;,;:a:;;rd;;;s;...
c)No Toe Apron on fill common with Mill Yard
Total Rock Armor on slope commmon to Mill Yard 500 cubic yards I
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
74 cubic yards
Use 1__..:.1,;:,00::...:c;;;u;,;:b;.:ic"",y;,;:a:;;rd;;;s;...
2,000 cubic feet/27 ==
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
2,000 cubic feet!27 =74 cubic yards
Use 1__..:1..::0..::0...::c:::ub:::i;;,c.l.y;;:a::rd:::s~
Total Random Fill North Slope 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 1__.;:4;;:0,;:0...::c:::ub:::i;;,c.l.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 400 cubic yards I
12)Cell 2 East Dike (Slope #4 )
Average height
Length
1 feet
1250 feet
a)Random Fill Wedge from #10 1 cubic foot per linear foot X 1250 46 cubic yards
Use 11..__1::0:.::0;..:;C::;U;;:b:::ic~y:::a:.;rd::;s:....
b)Remaining Random Fill from #10
37.5 cubic foot per linear foot X 1250/27 1,736 cubic yards
Use 11.._.:1.:.:,8::;0:.::0;..:;c::;u;;:b:::ic~y:::a:.;rd::;s:....
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
672 cubic yards
Use LI__7:.;0:::0:....:c~u:::b:::ic:.yl:.:a::.r:;ds::...
672 cubic feet!27 =
c)Toe Apron Not required
Total Rock Armor Cell 2 north Slope 700 cubic yards
Volume Calculation -Cell 2 (con't)page 5
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
Random Fill [3 X 3 X 5)/2 -(3 X 3 X 3)/2J X 3500
=31,500 cubic feet!27 =1,167 cubic yards
Use I 1,200 cubic yards
Random Fill Upper
[6 X 6 X 5)/2 -(4 X 4 X 5)/2J 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 I
+
CELL f:I
+ +
Cell 2 Volume Calculations
Scale 1"=300 feet
+
,,'-
~~~~--~---~-----~--==--------------
,".,
\+=
"'-I~zJ
Section A - A (not to scale)
Showing Cover
Typical Section through Exterior Dike
Rock Armor (6"Top)
Random Fill
Clay Rock Annor (8"on Slope)
RandomFill
Tailings
Dike
3:1 Wedge
5:1
Toe Apron
3:1 Bottom ofeell 1-1
After crystal and Liner Removal
A A'
Area Modified for Cell1·!Disposal Area
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 Layer Random Clay 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
Cat 637Resource 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 Surtace 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 LCYlhr 8 trucks pius one (1)Loader
150,000 LCY I 475 LCYlhr =
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 tor spreading,loading and screen wait
30411.25 243.2 cy per hour 272 Hours
I
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Cell 3
RECLAMATION OF CELL 3
RECLAMATION OF CELL 3
Units
Dewatering of Cell 3
Resource Description
Dewatering of Celi 3
Total Dewatering of Cell 3
Cost/Unit Task Units Task Cost
1",hr",s -.:::..:$0:.:-.4:.:081__..::.:62=,-,4:..::0.::.101_---::$:.:03°"-',°::..:°:.:0°I
$30,000
Place Remainder of Bridging (Platform)Lift
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 1,402 $25,841
Cat 637 Scraper hrs $206.83 623 $128,857
Cat 825 Compactor hrs $95.38 156 $14,855
Cat D8N Dozer With Ripper hrs $95.08 156 $14,809
Cat D7 Dozer hrs $80.39 156 $12,521
Cat 651 Waterwagon hrs $110.06 156 $17,143
Cat 14G Motorgrader hrs $70.19 156 $10,932
Equipment Maintenance (Butler)hrs $18.58 1,402 $26,050
Total Place Remainder of Bridging (Platform)Lift
Place Lower Random Fill (12")
Resource Description Units Cost/Unit Task Units
$251,007
Task Cost
Equipment Operators hrs $18.43 1,422 $26,214
Cat 637 Scraper hrs $206.83 452 $93,488
Cat 825 Compactor hrs $95.38 194 $18,503
Cat D8N Dozer With Ripper hrs $95.08 194 $18,446
Cat D7 Dozer hrs $80.39 194 $15,597
Cat 651 Waterwagon hrs $110.06 194 $21,353
Cat 14G Motorgrader hrs $70.19 194 $13,617
Equipment Maintenance (Butler)hrs $18.58 1,422 $26,426
Total Place Lower Random Fill (12")
Clay Layer
Resource Description Units Cost/Unit Task Units
$233,643
Task Cost
Equipment Operators hrs $18.43 1,835 $33,827
Cat 637 Scraper hrs $20683 0 $0
Cat 825 Compactor hrs $95.38 350 $33,382
Cat D8N Dozer With Ripper hrs $95.08 320 $30,427
Cat D7 Dozer hrs $80.39 0 $0
Cat 651 Waterwagon hrs $110.06 320 $35,221
Cat 14G Motorgrader hrs $70.19 350 $24,566
Cat 980 Loader hrs $103.73 320 $33,194
5000 Galion Water Truck hrs $63.90 175 $11,183
Highway Trucks hrs $63.77 2,560 $163,251
Truck Drivers hrs $16.23 2,560 $41,549
Equipment Maintenance (Butler)hrs $18.58 1,835 $34,101
Total Place Clay Layer
7/27f2009 -11 :13AM -WMM Rec Plan Est July 2009 {1 ).xfs
$440,701
Denison Mines (USA)Corp.
White Mesa Mill
RECLAMATION OF CELL 3
Task CostTaskUnitsCost/UnitUnits
Upper Random Fill
Resource Description
Equipment Operators hrs $18.43 2,364 $43,570
Cat 637 Scraper hrs $206.83 868 $179,531
Cat 825 Compactor hrs $95.38 249 $23,773
Cat D8N Dozer With Ripper hrs $95.08 249 $23,700
Cat D7 Dozer hrs $80.39 249 $20,038
Cat 651 Waterwagon hrs $110.06 249 $27,434
Cat 14G Motorgrader hrs $70.19 249 $17,494
5000 Galion Water Truck hrs $63.90 249 $15,928
Equipment Maintenance (Butler)hrs $18.58 2,364 $43,922
Total Place Upper Random Fill $395,390
Rock Armor
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 819 $15,098
Cat D7 Dozer hrs $80.39 273 $21,948
Cat 651 Waterwagon hrs $110.06 273 $30,048
Cat 14G Motorgrader hrs $70.19 273 $19,161
Rock Cost Delivered CY $5.75 66,380 $382,010
Equipment Maintenance (Butler)hrs $18.58 819 $15,220
Total Place Rock Armor $483,485
Units
Quality Control
Resource Description
Quality Control Contractor
Cost/Unit Task Units Task Cost
I......hr-'-s .::.;$6:.::2:..;;,'0..:.J01__---"-1,2::..:0-'-01_---.--.:$:.:.;742,4:::::°.::.1°I
Total Quality Control $74,400
TOTAL RECLAMATION OF CELL 3 I $1,908,6271
7/27/2009 -11:13 AM -WMM Rec Plan Est July 2009 (1).xls
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
I
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 (Piatform Fill)Remaining to be placed
1,552,500 sq It X 3 ft.1 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.1 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.1 27 cubic feet per cubic yard =119,787 cubic yards
Use I 120,000 cubic yards
Volume Calculation -Cell 3 (con'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 =239,574 cubic yards
Use I 240,000 cubic yards
8)Armor Protection -Top of Cell
Assume full area of Cell X one-half (0.5)foot thick
3,234,252 sq ft X 0.5 ft./27 cubic feet per cubic yard =59,894 cubic yards
Use I 60,000 cubic yards
9)Cell 3 North Slope (Slope #6)common with Cell 2
Average height
Len9th
2 feet
t 100 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 3:1to 5:1
First Wedge [2 X 2 X 5)/2]X 1100
11,000 cubic feeV 27 =407 cubic yards
Use 1__.;.4.;;10:;..,;C;;:U;::b;,:ic;..y"a::.rd:;s,-
Remaining Random Fill
[5 X 5 X 5)/2 -(2 X 2 X 5)/2]X 1100
=57,750 cubic feeV 27 =2,139 cubic ards
Use '-;;2:':,2':i0:;;0:-:c'7ubi:ii"'c'5:ar:::di"s-'
Total Random Fill North Slope 2,610 cubic yards I
b)Rock Armor 8"thick -0.67 feet
[5.67 X 5.67 X 5)12 -(5 X 5 X 5)/2J X 1100
728 cubic yardS
Use 1__.;;73::.0:;..,;c;;:u;::b;,:ic;..c:a::.rd:;s,-
19,659 cubic feeV 27 =
c)Toe Apron No rock required
Total Rock Armor Cell 3 north Slope 730 cubic yards I
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 [16 X 16 X 5)/2 -(16 X 16 X 3)/2]X 1750
448.000 cubic feeV 27 =16.593 cubic yards
Use I 16.600 cubic yards
Remaining Random Fill
[19 X 19 X 5)/2 -(16 X 16 X 5)/2]X 1750
=459.375 cubic feeV 27 =17.014 cubic yards
Use I 17.100 cubic yards
Total Random Fill North Slope 33.700 cubic yards I
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 feeV 27 =4,198 cubic yards
Use 1_..;:,4,",2;;;0::,0_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.c;O,;;.00'-C:.;u:.;b;;;ic;,.y"a;,.rd:.;s'-
5.200 cubic yards I
11)Cell 3 South Dike (Slope 118 )
Average height
Length
VOLUME DELETED.AREA FILLED WITH CELL 4A TAILINGS
o feet
o feet
a)Random fill to reduce slope from 3:1 to 5:1
First Wedge
cubic yards
Use 1 C:.;u;;;;b;;;ic;,.y"a;,.rd:.;s'-
Volume Calculation -Cell 3 (con't)page 4
Remaining Random Fill
cubic yards
Use 1 C:.;u;;;;b;;;ic;,.y"a;;;.rd;;;s'-
Total Random Fill North Slope cubic yards I
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)
cubic yards
Use 1 .....;C:.:U::;b;.:ic,-,y:.:a:.:rd:.:s'-J
Use 1 C;:;u;;,:b:;;ic;.y!,;a:;.rd::;s::...J
cubic yards I
Average height
Length
a)Random Fill No existing Dike
Total Random Slope #4
4 feet
800 feet
[(4 X 4 X5)12J X 800/27 =1185 cubic yards
Use 1_....;.1""2",0",0_c;;,;u::;;b;;;ic;.y,,a::;.rd::;.s:...J
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 800 127
c)Toe Apron Not required
=430 cubic feeU 27 =430 cubic yards
Use 1L-_..:4:::5:::0~c::;ub:::ic::.::ya;::r;;;d::.s...J
Total Rock Armor Cell 3 East Slope
Volume Summary -Cell 3
450 cubic yards 1
Top of Cell
West (Slope 116 )
South (Slope #7 )
South (Slope #8 )
East (Slope #9 )
Totals
Lower Upper Rock
Bridqinq 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 FiiI
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 LCYlhr
150,000 LCY I 475 LCYlhr =
use
8 trucks plus one (1)Loader
316 hours
320 hours
980 Loader
D8N wi ripper
Cat 651 WW
Cat 825 Camp.
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
304/1.25 243.2 cy per hour 273 Hours
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
lhrs
Units
Units
Cost/Unit Task Units Task CostI$0.481 62,4001 $30,0001
$30,000
Cost/Unit Task Units Task Cost
Cat 637 Scraper hrs $206.83 689 $142,547
Cat 637 Scraper Operators hrs $17.24 689 $11,885
Cat 825 Compactor hrs $95.38 172 $16,433
Cat 825 Compactor Operator hrs $12.74 172 $2,195
Cat D8N Dozer With Ripper hrs $95.08 172 $16,383
Cat D8N Dozer Operator hrs $12.74 172 $2,195
Cat 07 Dozer hrs $80.39 172 $13,852
Cat 07 Dozer Operator hrs $12.74 172 $2,195
Cat 651 Waterwagon hrs $110.06 172 $18,964
Cat 651 Waterwagon Operator hrs $16.23 172 $2,796
Cat 14G Motorgrader hrs $70.19 172 $12,093
Cat 14G Motorgrader Operator hrs $18.41 172 $3,172
Equipment Maintenance (Butler)hrs $18.58 2,929 $54,432
Total Place Bridging (Platform)Lift
Place Lower Random Fill
Resource Description Units
$299,142
Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 1,122 $20,682
Cat 637 Scraper hrs $206.83 499 $103,134
Cat 825 Compactor hrs $95.38 125 $11,890
Cat D8N Dozer With Ripper hrs $95.08 125 $11,853
Cat 07 Dozer hrs $80.39 125 $10,022
Cat 651 Waterwagon hrs $110.06 125 $13,720
Cat 14G Motorgrader hrs $70.19 125 $8,750
Equipment Maintenance (Butler)hrs $18.58 1,122 $20,849
Total Place Lower Random Fill $200,900
Clay Layer
Resource Description Units Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 1,020 $18,803
Cat 637 Scraper hrs $206.83 0 $0
Cat 825 Compactor hrs $95.38 180 $17,168
Cat D8N Dozer With Ripper hrs $95.08 180 $17,115
Cat D7 Dozer hrs $80.39 0 $0
Cat 651 Waterwagon hrs $110.06 180 $19,812
Cat 14G Motorgrader hrs $70.19 180 $12,634
Cat 980 Loader hrs $103.73 150 $15,560
5000 Gallon Water Truck hrs $63.90 150 $9,586
Highway Trucks hrs $38.77 1,600 $62,032
Truck Drivers hrs $16.23 1,600 $25,968
Equipment Maintenance (Butler)hrs $18.58 2,620 $48,689
Total Place Clay Layer
Upper Random Fill
Resource Description Units
$247,366
Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 1,360 $25,062
Cat 637 Scraper hrs $206.83 544 $112,477
Cat 825 Compactor hrs $95.38 136 $12,967
Cat D8N Dozer With Ripper hrs $95.08 136 $12,927
Cat D7 Dozer hrs $80.39 136 $10,930
Cat 651 Waterwagon hrs $110.06 136 $14,964
Cat 14G Motorgrader hrs $70.19 136 $9,542
5000 Gallon Water Truck hrs $63.90 136 $8,688
Equipment Maintenance (Butler)hrs $18.58 1,360 $25,265
Total Place Upper Random Fill
Rock Armor
Resource Description Units
$232,822
Cost/Unit Task Units Task Cost
Equipment Operators hrs $18.43 597 $11,005
Cat D7 Dozer hrs $80.39 199 $15,998
Cat 651 Waterwagon hrs $110.06 199 $21,903
Cat 14G Motorgrader hrs $70.19 199 $13,968
Rock Cost Delivered CY $5.75 48,450 $278,825
Equipment Maintenance (Butler)hrs $18.58 597 $11,094
Total Place Rock Armor $352,794
Quality Control
Resource Description
Quality Control Contractor
Total Quality Control
TOTAL RECLAMATION OF CELL 4A
Units Cost/Unit Task Units Task Cost
I;-hr-s..::....c.:-=--'1----'-'-,$'"""62~.O~OI 1,0451 $64,790I
$64,790
I $1,427,814~
Volume Calcu[ation -Cell 4
1)Area of Cell4A -
2)Assumptions
1,829,520 sq ft =42.00 acres
IUpdated 02/27/09
7
-Bridging layer is placed using random fil[from piles east of Cell 4A
-Cell will be graded to Design elevation utilizing finer materials in random fi[1 stockpiles
and from "clay"stockpiles.
-Clay wil[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 fiI[wil[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 B[anding.Rock wi[1 be produced through screening,stockpiled and
trucked to the site at the time of use.Belly dump trucks wil[dump gravel in windrows
on the top and sides of the Ce[1.
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.1 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 I 136,000 cubic yards
1,829,520 sq ft X 0.5 ft.1 27 cubic feet per cubic yard =33,880 cubic yards
Use I 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 feeV 27 =
Remaining Random Fill
[39 X 39 X 5)/2 -(36 X 36 X 5)/2]X 1600
76,800 cubic yards
Use 1L-..:.7.:.;7'.:;O.::;OO::.....:;c::;u.::;bi.::,c.!,;ya::;r.::;ds:;....
Total Random Fill South Slope
=900,000 cubic feeV 27 =33,333 cubic yards
Use 1L.-:::3;:;4,::;0;:;00::.....:;c::;u;:;bi;:,cl;ya;::r;;:;ds::.-
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 feeV 27 =7,809 cubic yards
Use 1L._,:.;7,::;8;:;00::.....:;c::;u~bi;:,cl;ya;::r;;:;ds::.-
c)Rock Apron at toe of slope
Total Rock Armor South Slope
[2ft X 7ft wide X 1600 long]127 =830
Use 1L-_:::8.::;50::.....:;c::;u.::;bi.::,C.!,;ya::;r.::;ds:;....
8,650 cubic yards
Volume Calculation -Cell 4A (can't)page 3
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
Remaining Random Fill
=811,200 cubic feet!27 =
Use I 30,044 cubic yards
30,000 cubic yards
[29 X 29 X 5)/2 -(26 X 26 X 5)/2]X 1200
=495,000 cubic feet!27 =
Total Random Fill North Slope
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 1__4,::,;:,;50::,:0:...;;c;:,;ub::;ic:::..l,;ya::;r::;ds;;..J
c)Rock Apron at toe of slope [2ft X 7ft wide X 1200 long]/27 =622
Use 1__,;;;65;.;0;...;;c,;;;ub;,;ic;..:,;ya;,;rd:;:;s:....J
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)/21 X 1200
=76,800 cubic feet!27 =1185 cubic yards
Use 1__1,;,,:,;;;20::,:0:...;;c;:,;ub;,;ic;..:,;ya::;rd:;:;s;;..J
Volume Calculation -Cell 4A (can't)page 4
Remaining Random Fill
[11 X 11 X 5)/2 -(8 X 8 X 5)/2J X 1200
6,333 cubic yards
Use 1L.._::.6,~50::.;0:...:c~ub::.;i;;.c.z.;ya;;;.r;::ds:....
~171,000 cubic feeV 27 ~
Total Random Slope #3 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
645 cubic feetl 27 ~645 cubic yards
Use 1L-_~65::.;0:...:C~ub::.;i;;.c.z.;ya;;;.r;::ds:....
c)Toe Apron Not required
Total Rock Armor Cell 4A East Slope 650 cubic yards I
Volume Summary -Cell 4A
Top of Cell
South (Slope #1 )
West (Slope #2 )
East (Slope #3 )
Totals
Lower Upper Rock
Bridqinq Laver Random Clav 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 637 Resource Requirements
Volume Calculation -Cell 4A (con'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 /475 LCY/hr ~
use
8 trucks plus one (1)Loader
179 hours
320 hours
980 Loader
D8N w/ripper
Cat 651 WW
Cat 825 Camp.
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
304/1.25 243.2 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 $334,240 I 1 $334,240
Other Equipment Mobilization LS $2,2751 1 $2,275
Cranes LS $2,700 2 $5,400
Total Equipment Mobilization
Office Facilities
Resource Description Units Cost/Unit Task Units
$341,915
Task Cost
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
Decontamination Pad
Resource Description
Laborers
Construct Wheel Wash Facility
Units Cost/Unit
hrs $12
LS $180,000
Task Units
8,320
1
$58,500
Task Cost
$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
TOTAL MISCELLANEOUS ITEMS
7/27/2009 -11',20 AM ~WMM Rec Plan Est July 2009 (1 ).xls
$2,113,100
$2,614,790 1
Denison Mines (USA)Corp.
White Mesa Mil!
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 offeed for 1 CY of product
Rock is produced and stockpiled at the site
Site is 7 road miles from the miil;6 miles of which is paved public highway
Rock wili be hauled in 22 CY beilydump trucks,contract haulers ($80.00/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)
Material fed to plant
PRODUCTION OF RIPRAP
Resource Description
Product
Required (CY)
146,000
Units
Reject Factor
25.0%
Cost/Unit
Material Feed
to Plant (CY)
182,500
Task Units
Plant
Throughput
(CY/hr)
122
Task Cost
Plant
Operating
Hours
1,500
Equipment Operators hrs $18.43 2,340 $43,137
Laborer hrs $12.17 1,500 $18,259
Cat D8N Dozer With Ripper hrs $95.08 365 $34,706
Cat 980 Loader hrs $103.73 1,975 $204,869
Screening Plant w/conveyors*hrs $69.44 1,500 $104,159
BLM Usage Fee CY $0.60 146,000 $87,600
Contract Highway Trucks -Bellydumps**hrs $80.00 3,800 $304,000
Equipment Maintenance (Butler)hrs $18.58 2,340 $43,486
Total Production of RipRap
RIPRAP COST PER CUBIC YARD DELIVERED
$840,215
$5.751
*Cost Quoted from Power Motive Corporation,Denver,Colorado updated February 24,2009
$7,000 plus $4,400 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 February 16,2009
(includes ownership expense,fuel,maintanence and operator)
7/27/2009 -11 :21 AM ~WMM Rec Plan Est July 2009 (1 ).xls
International Uranium (USA)Corp.
White Mesa Mill
Amy Bushman
From:
Sent:
To:
Cc:
Subject:
Attachments:
Dear Arrty,
Brad Neptune [[e-mail]
Tuesday,February 24,2009 9:33 AM
Amy Bushman
Mike Norris
2512KT Screen
FNG_2512kt_2512k.pdf;FT_271K_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 271K 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.
271 K Screen
2512KT Screen
36"x 60'Hyd Stacker
30"x 80'Hyd Stacker
$7,000 I mo
$12,800 I mo
$1,500 I mo
$2,200 I mo
The 271K 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
SCREENSMOSILE
••••••ASTEC••
The Fold'nGo 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@mobilescreening 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:
Kolberg0 2512K doubledeck screen:5'x 12'screanlop
and hallam deck driven by 1200 RPM Vibrating mechanism
rnounted OIl screen;Variableeccentric shaft\Vilh fIVe (5)
force amplitude settings on adjustable slip counterweights;
Hubberisolator blocks:Hydraulic conlrols forvariable angle
operation.Top and baltom discharge chutes,aggregate
spreader,and fixed access ladder wilh wrap-around
walkway for easy screen access.Standard material
separations range from 3"1010M depending on
<lpplicalion.
POWER SYSTEM:
125 HP (100 HP for 2512K)Tier II John Deere l'Ialer-
cooled diesel engine to power all plant functions and
three on-boardstacking conveyors;1211011baltef'{.
Engine mounted pumps to operate all plant fllHctiOllS,
NEMA-4 rated instrumentpanel,Iachomel€f,hour
meIer.voltmeler,oil pressure gauge,oil temperalura
gauge and emergency stop.Auxiliary power for up 10
30 HP Off-plant conveyors.
PLANT CAPACITY:
Screening plant can process up to 350 TPH Ofmore of
feed malalia!.AcltlaJ tonnages will vary depending on
application requirements:feed rnaterial size,material
separations,type of screens used,weight of product and
other materialOOI1siderations.
CONVEYOR SYSTEM;
2512KT:Delivery Conveyor-28'x42"conveyorwilh
hydraulic drive (350 FPM):Full·length skirt boards.
Side Conveyors-Two(2)27'x24-swingout conveyors
with hydraulic variable spood drive (0-350 FPM):
Fines Conveyor--20'x48"COI1veyorwith hydraulic drive
(350 FPM);All conveyors have220 PIW,'lf8x 1/16 cover
belting,bell cleaners and fold for Iransport.
2512K:Oellvery Conveyor-38'x 36"OOI1voyorwith
hydraulic drive (350 FPM).Side Conveyors--Tw<>
(2)27'x 24"swingalitconveyors with hydra\llic variable
speed drive (0-350 FPM):Fint*!Conveyor·-23'x 42-
conveyorwith hydraulic drive (350 FPM);All COIWGYors
have 220 PIW,1/8 x1/16 cover belting,belt cleaners and
fold for transport
FEEDER SYSTEM:
12 cubic yard heaped capacity hopper wilh 6'x13'top
opening:Heavy-<fuly 25·sloped grizzlywith 6"nominal
opening;Hydraulic dUmp with patented scissoractioo (or
easycleaning;Adjustable gale;14'x42'beH
feederwilh hydraulic variablespeed drive(0.$0 FPM):
Belling is 330 PIW,3116 x1/16 cover.
CHASSIS:
2512KT:24"I-beam:Hydraulic landing gear for leveling of
plant;Inter-Trac FL6 tracks with wireless remote conlrolfor
easyjobsite rnoverrrent.
2512K:21"I-beam with king pin typo hitch;HydraUlic
landing gearfor laveling of plan;Tandem axle assembly
,'lith eight (8)11 R22.5 tires and mud Raps;Leaf spring
type suspensioo,air brakes,roar taillighls and side marlter
lights.
SERVlCE CAPACITY:
Fuel.140gal
Hydratllic Tank 100 gar (150 galfor 2512K)
TRANSPORTATION:2512KT 2512K
Weight 61'OO0 Ibs 54,6001bs
Heighl 13'11·(onlowbO'f}13'0"
L®gth......49'8'62'2"
Width....11'11"11'11'
Axles N/A Tandem
OPTIONS:
8ulkhead--Assists io ramping forloader feed tofeed
hopper.
Remote Control Grlzlly-Assists in dumping oVei"sizo
material off food hopper from loader.
Wings·-Assisls in funneling feed material onto feed hopper
griZZly.
Hammermill Shredder·-Helps break food malerial apart
forimprovedprocessing.Hydraulic controls can retract
shredderup and awayfrom drop lone of feed conveyor to
delivery conveyor formalerial bypass ofshredder.
Screen Cloth
@7.00iiAslooM:lbiQSae«ls-Mrijll>m!m\'lld
SllOOflcaHo\1s.[lfOsubja<:l to change.
Ii
L I:I
.AllIEASTECMOBILESCREENSanAstecIndustriesCompany.-W ~
2104 WEST LEFEVRE RD •STERLING,IL61001 •800.545 2125 FAX [phone]'aslecmobJklscroons,COOl
Call to:J)eA/A//s Gstty7
Company:Gsiv /af:t{keNS
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Phone No:(q'~;r)6 rf:3-2890
Date:02,liP -oCj
Subject:
Notes:
Comments:
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Company:US.!5!.tt1 -$"jlce!t t2f(;cf;
Phone No:(1f2:f).58 r-;SI?
Date:7:S!&I",!t Z(%J 2
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Equipment Costs
EQUIPMENT COSTS
WHITE MESA MILL RECLAMATION COST
HOURLY EQUIPMENT COSTS 2009 DOLLARS
Actual equipment rates quoted from North Central Rental &Leasing,LLC,12 month rental period
February 2,2009
RATE MTCE FUEL I FUEL@ Tiresand GET TOTAL MobJDemob Mob/Demob I Ooeratinq Hrs
,I MONTHLY I HOURLY EXPENDABLES I USAGE 1 $2.107 COST per machine Totals I per Month
25,400 144.32 8.00 23.5 49.51 5.00 $206.83 $21,200 $84,800 704
12,650 71.88 4.30 8.5 17.91 1.00 $95.08 $14,100 $14,100 176
10,700 60.80 3.85 7.0 14.75 1.00 $80.39 $12,450 $12,450 176
11,200 63.64 3.85 13.0 27.39 0.50 $95.38 $13,000 $13,000 176
13,300 75.57 4.20 9.0 18.96 5.00 $103.73 $12,800 $12,800 176
17,500 99.43 5.45 11.0 23.18 5.00 $133.06 $15,450 $15,450 176
11,500 65.34 6.20 8.5 17.91 4.00 $93.45 $13,250 $53,000 704
16,500 93.75 6.40 13.0 27.39 1.00 $128.54 $24,000 $24,000 176
11,800 67.05 5.20 17.0 35.82 2.00 $110.06 $14,300 $14,300 176
6,650 37.78 3.05 10.0 21.07 2.00 $63.90 $6,450 $6,450 176
8,800 50.00 3.60 5.5 11.59 5.00 $70.19 $10,150 $10,150 176
12,650 71.88 4.35 8.5 17.91 5.00 $99.13 512,100 $12,100 176
Units
4
1
1
1
1
1
4
1
1
1
1
1
637E Scraper
D8R Dozer
D7R Dozer
8258 Compactor
980 G Loader
988 G Loader
770 Haul Truck
365BL Excavator
651 Water Wagon
5000gal Water Truck
14H/Ripper Motor Grader
16HfRipper Motor Grader
I $272,600]3,168
Equipment Rental Rate Quoted by WorldWide Rental Services (06/25/2009)for Cat 330 Excavator with Demo-Pro 900 Shear
Cat 330w/Shear 22,500.00 127.84 17.99 12.5 26.34 I $172.171
Meb/Demob
$2,275
Small tools allocation -Demolition -
$1.35/mechanic labor hour for
oxygen/acetylene,expendables Q
ButlerEquipment Maintenance Cost
Monthly
Maintenance
Flat Rate
$62,315.00
Buller
Maintained
Equipment
Planned
Operating
Hours/month
3,394
Planned
Operating
hours/month
(other
equipment
570
Total
Operating
hours per
month
3,964
FueJUsage
per day,gal,
20
Fuel Cost per
month,21
days
885
Maintenance
Cost per
Operating
Hour
$18.58
Mob/Demob
$61,640
Crane Rental Rates
65ton Hydraulic Crane
30ton Hydraulic Crane
RATE MTCE I FUEL FUEL@ TOTAL
I MONTHLY I HOURLY EXPENDABLES I USAGE 1 $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
Meb/Demob
$2,000
$700
Rental Rates updated from Hennen Equipment,02/25/09
712712009 -11:21AM -WMMRecPlanEstJuly2009(1 }.>:Js
InternationalUranium(USA)Corp.
WhiteMesaMill
RENTAL &LEASING LLC
A SubsidiaryofButlerMachinery Co.
3401 33'"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 qnote 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 I'ental 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 hoUl'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 ofthis 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
$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 chal'ge 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.Repail's include items as minor as starters,
alternators,water pumps,hydraulic hoses,etc.to the majOi'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 theil'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,SO
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 pl'Ovide,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 bl'eakage,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 ofa safety concern,we would repair the damages
as soon as possible after they occurI'ed.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 delivel'y of machines,a representative of NCRLIBMC,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 Enl!.al!.inl!.Tools:Denison would be responsible for all p31'ts relating to gl'ound
engaging tools (G.E.T.),i.e.cutting edges,ripper tips and protectors,bucket tips and
adapters,edges between adapters,weal'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 delivel'ed 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 fJJ.Swenson
Rental Fleet Marketing Manager
ODS:hnc
Attachment
cc:Joel Nikle,Rental Fleet Manager
Joyce Wittkopp,Assl.Rental Fleet Manager
Attachment A
Denison Mine
I---~E_q~u_i_Lp_m_~_ntPackage Quote:BlandingL~~ah __
1----------,-----"_February 2,20_0T~-------,----,_,_----_j
i !1-------+--+1--------+-I--=MC::I:C:N:-:IM~U:-:Mc;---------+-------l
!I GUARANTEED TOTAL"
I MONTHLY HOURS EXCESS!NUMBER OF FREIGHT MAINTENANCE1-----,.-,--
,I RENTAL ALLOWED HOUR!MONTHS RATE CHARGES RATE
MODEL !QTY!RATE PER MONTH CHARGE I BASED UPON TO &FROM PER HOUR
*6378 '4 $25,400 EA.176 EA.$73 EA.____12 EA.$21,200 EA.!$8.00 EA.
i I
"=D""9"'R""fT=-=R"'IP""P"'E"'Rc------f---;1----·15,450 176 i 44 12 15,550_i 4.85
i
DBRfT RIPPER 1 12,650 __176 36 12 14,100 4.30
D7R1RIPPER 1,10,700 176 31 12 12,450 3.85
I i
825H ',1 11,200 --i 176 32 12 i 13,000,3.85 .--
!mT-
I i980H"I 1 11,300 176 32 12 i 12,800 4.20
1 i
*988H 1 17,500 176'50 12 '-15,450 5,45ij---i-
*770 ·-·-----+-i--:-4-I 11 ,500 EA.176 EA.-..J----:3"'3""'E""A-.-+--1----c1;-:;2""'E=--=A-c.----'---1:-;3;'C,2;;-:5;-:;0""'E~A-.-+---;;6-;.2:-;:0""'E~A-.'---1
i I II.•I
3658 II I 1 '16,500 176'47'12 24,000,6,40
I I
10.000 GAL.Water Wagon 1 11,800 ---176 I 34 12'14,300 5.201-'--"'=--=::..:=...:.:.=:1:...:..'.="-+_---'.__.--
5.000 GAL.Water Wagon 1 6,650 176 .__19 12 6,450 3.05
I--:--;.,--;;;--:--=c-==o-----+--------c--,'-----L -----c~---I14H/M RIPPER 1 8,800 176_._._25 12 10,150 __3.60
!
16H/M RIPPER 1,12,650 176 36'12 12,100 4.35
!!1--------1
*PLUS TIRE WEAR i I i___i i __
**INCLUDES ASSEM8LY AND DISASSEM8LY L .,
--;;c;;-;~_;__----'-_.,...-_;__;_______------cf-i-;--c--.
The charge lor two servicetechnician's working lilty (50)hours per week,mainten<:tnce and lube trucks,parts and
l-s=-;ec.;-rv"'i-'ccec.tc.ra:::i:..::le"'rs"-,.a'-c-n9 overhead would be $62,315 per month to be invoiced at the end 01 each month.__
1--_______Maintenance rates per hour would be invoice~at the end of each month based upon,actuaI:..:h,:..::o.=u:..::rs:..:.__',------1
1----------1_---Delivery and receiving mobit'ization charge is $30,820 each way..._L'------.,
Harold Roberts
From:
Sent:
To:
Subject:
Harold,
Mark [[e-mail]]
Thursday,July Og,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 $4.00 per operating hour for rubber tired equipment,based on current costs for replacement tires.Costs
may be slightly less for equipment such as water wagons and blades,and these cost should cover tire damage as well.
These numbers cover 12 years of operations,on over 20 projects,large and small.For the past 12 years,these projects
utilized equipment from North Central Rental and Leasing (Butler Machinery),involving 100s of Thousands of operating
hours.
Please call if you need additional information of have questions.
Mark Kerr
1
KGL Associates INC
KGL Associates INC
Page I of I
KGL is an
experienced
earthmover and
hazardous waste
contractor
KGL provides a
seasoned staff
for industrial,
environmental
and contract
mining services
KGL places
Health and
Safety
above all other
business
considerations
I<GL is an 8<H1hmoving and environmental
construction contractorwith extensive expertise in
both hnzardous waste and mining operations.With
len years ofoperational project history and over 100
years ofcombined project management
experience,we are prepared to handle any
earthmoving or industrial project.from straight
fOf\N.;lrd dig and h<ltll oroverburden mmoval to
complex hazardous waste transport Examples of
these projects include'
Remediation
.,),Heclamation
Contract ilJlining
landfill sONices
Pone!construction
Compacted embankments
Water reSOlll'CO facilities
Dams
Through negotiated leasing arrangements,we have
access to any type of "yellow"iron equipment
necessary to perfolm.These contracts allow us to
use the newest equipment at the least overall cost 10
you and your project.This allows us to be the mosl
competitive contractorbringing Hle best value to
yourproject.Our staff is made up of seasoned
personnel who understand how to save money
thl"Ough their expGrience ofmoving millions oftons
of dirt,rock and waste.Noproject is beyond our
scope or capabilities,
Ourpersonnel are OSHA '10 hour and M$H/\trained
to work on both environmental i"uld mining projects.
OUr"OSHA EMRis we[1 below the standard
requirements and it is our philosophy to prioritize
health and safely above all olhGr business
consiejerations.
http://www.kglassoeiates.eom/index.html 7/9/2009
About KGL Page I of I
About Us
Experience
~Worked for many
of the largest
industrial and
mining
companies in the
country
Worked for
environmental,
industrial and
mining
engineering firms
A representative list ofcompanies thai KGL and its
personnel have worked for includes
American Gypsum
"Arch Coal
'AT &T
C,Atlas Minerals
Beller ivlalerials Corp
CENTEX
CEMEX
CyprusArnax
-,ivll<-Ferguson (Washington Group)
Rio Algol11/BHP Billiton
Santa Fe Pacific (Newmon!)
Southdown Industries
Umelco
US Silica
6§We~t7dllJffi5rin~J
WO,fufuI';\;\tfJbc
CEe Engineering
'"Deptof Energy
Harding ESE
HD
Knight Piesold
Mactec
RUST(Earth Tec)l)
US Corp ofEngineers
http://www.kglassoeiates.com/aboutus.html 7/9/2009
WORLDWIDE RENTAL SERVICES
1125 Legacy View St
Salt Lake City,UT 84104
TEL:(801)978·3300
FAX:(801)978·3777
TOLL FREE:1·877·997·7752
W 0/LOW IDE
RENTAL SERVICES
RENTAL RATE QUOTE
We are pleased to offer the following rates for your review.Quoted rates are good for 30 days.
25 June 2009
Name:Dennison Mines
Address:Blanding,UT
Phone #[phone]
Fax #[phone]
Contact:Deanne
E-mail:[e-mail]
Project Name:
Est.Start Date:
Description ofEquipment Equipment Serial Minimum Tenn Monthly Rate Mob/Demob Rate
~No.
PC300 excavator
with 22500.00 2275.00
shear
_..
GENERAL TERMS AND CONDITIONS OF RENTAL
1.Machine month is defined as cost ofone machine per month.If multiple units are required,multiply the base rate times the
number ofunits required.
2.Credit approval will bedetermined by credit information supplied by the contractor to Worldwide prior to job 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 weal'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 if you have any questions or ifthere is anything else you
need!
February 25,2009
Amy Bushman
Denison Mines USA
6425 S.Hwy 191
Blanding,UT B4511
Dear Amy:
We are pleased to quote rental rates on the following:
1.Grove RT530E (30 ton)Crane $6,400.00/Month
2.Grove RT760E (60 ton)Crane $l1,lOO.OO/Month
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 atstart and again atend of rental period.
We believe the equipment as quoted will exceed your expectations.On behalf of Honnen 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 availability.
5055 E 72-u Avenue
Commerce City,CO 80022
303-287-7506
2358/·70 FfOnlage Road
Grand Junction,CO 81505
970-243-7090
16 Girord Street
POBox 27
Durango,CO 81303
970·247~4460
150 Salt Creek Highway
PO Box 1180
Mills,WY 82644
307-266-4474
5217 S.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 of Labor Statistics Data
www.bls.gov
-J::i BUREAU OF LABOR STATISTICS
Page 1 of 1
Newsroom I Tutorials I Release Calendar ffi!1l
Home Subject Areas Databases &Tables Publications Economic Releases A - Z Index I AbDut BlS.--__-_.
I)<itabases,...1'ables..<SL..c.:alc;ul<itorsb':l§.Ll~le(;t fONT SIZE:I:J (-iJ
Change Output Options:From:11999:.3 To:120093
r Include graphs NEW!
Data extracted on:March 2,2009 (12:28:39 PM)
Producer Price Index~Commodities
Series Id:WPU057303
Not Seasonally Adjusted
Group:Fuels and related products and power
Item:NO.2 diesel fuel
Base Date:198200
More Formatting Opti.9.fL'i .....
Year Jan Feb;Mar Apr Mav Jun lui Aug Sep Oct Noy Dec Annual
199940.2 38.1 43.2 jS3.!53.0 53,5 59,8 65,6 68.8 67.5 71.9 72.7 57.3
2000:76.1 86.1 90.0 :84,1 82.8 85.7 89.5 ]92.1 110.8110.0 110.4 101.6 !93.3
2001,96.7 92.4 83.5 <86.4 93.1 90.2 81.6 82.0 91.6 75.9 71.3 56.2 83.4
2002:58.9 60.0 69.7 76.9 74.7 73.3 77.6 80.4 ;92.3 98.7 85.5 86.8 ;77.9
2003'97.6 123.8'129.4'102.3:87.9 89.8 92,7 96.6 91.1 101.1 95.9 98.1 100,5
2004j109.3 103.7:109.7'119.9:121.0 114.2123,0 135,1'140.9 166.6 159.7 135.3 128.2
2005:141.1 149.5.173.3,175.4,170.80187.2'189.8'200,6.212.6264.1 206.2 :198.5 189,1
2006:197,1 196.22068230.4239.6'246.9 237,5250,2201.3197.5 197.2 203.0 216.9
2007:180.9 193.5'220.2:238.0226.5,227.6,243.5,231.2:246.2 249.6 296.7 271.9 235.5
2008:278.2 287.5)53.7,365.1.398.2:421.0.431.9 346.7 342.3 282.3(p)'224,9(p):171.5(P)325.3(p)2009164,1(p)I II I II I 1 'I 'I 'I
p :Preliminary.All indexes are subject to revision four months after original publication.
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Frequently Asked Questions I Freedom of Information Act I Customer Survey
U.S.Bureau oflaborStatistics 2 Nassachusetts Avenue,NE Washington,DC 20212·0001
www.bls.gov I Telephorle:[phone] I Do you have a Data question?
http://data,bls,gov/PDQ/servlet/SurveyOutputServlet;jsessionid=f030403891615$3F$3F$
bls.gov
3/212009
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 CosVHR
Boiler Makers
Millwrights
Ironworkers
Carpenters
Cement Masons
Electricians
Ironworkers -Reinforcing
Laborers (including pipelayers)
Pipefitters
POWER EQUIPMENTOPERATOR
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
S
$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 notinclude FICA,worker camp,unemployment,orcompanybenefits which increase the cost perhour
••State of Utah -General Decision -Current Update UT20080073,4 pages,10/19/2008
2116f2009 -1:05 PM -WMM Rec Plan Est February 2009.xls
Denison Mines (USA)Corp.
White Mesa Mill
Nonspecified Wages Base RateH *
LABOR COSTS
Labor Burden
(FICA,SUI,
Mandated Fringe FUI,etc.
Company
Benefits
(medical,life
insure,etc)Fringe Costs Labor CosVHR
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 "1:05PM 'WMM Ree Plan EstFebruary2009.xls
Denison Mines {USA}Corp.
White MesaMill
Page 1 of 4
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)I
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 I Bus,Dump
3.03
0.56
0.36
0.00
0.00 y"
0.00
0.00 y
0.00 ~
0.00 ,/
0.00 y
0.00 ,/
Fringes
8.74
8.74
Page 2 of 4
http://frwebgate.access.gpo.gov/cgi-binigetdoc.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)I
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 "SUlI 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...2/1612009
Page 4 of 4
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...2/16/2009
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 Rec Plan Est February 2009.xls
$776,322
Denison Mines (USA)Corp.
White Mesa Mill
Bureau of Labor Statistics Data
www,bls.gov
-:::BUREAU OF LABOR STATISTICS
Page I of I
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J:)<lt<l!J<ls~~,T<l!Jl~s6{c.:alculators..!Jy..Su!Jjec;t
ChangeOutput Options:From:11998 iJ To:12oo8:::J $
r include graphs NEW!
Data extracted on:February 16,2009 (1:32:15 PM)
Consumer Price Index -All Urban Consumers
Series Id:CUUROOOOSAO,CUUSOOOOSAO
Not Seasonally Adjusted
Area:U.S.city average
Item:All items
Base Period:1982"84~100
["Im'e Formattitln Options ~
fONT SIZE:(]m
Year;Jan Feb Mar Apr May Jun Jul :Aug Sep Oc'Nov Oec Annual HALF1 :HALF2
1998~161.6 :161.9 162.2 162.5 162.8 153.0 '163.2 163.4 163.6 164.0 164.0 163.9 163,0 162.3 163.7
1999:164.3 164.5 165.0 166.2 166.2 166.2 166.7 157.1 157.9 168.2 168.3 166.6 ;165.4 167.8
2000;168.8 169.8 171.2 171.3 171.5 172.4 172.8 172.8 173.7 174,0 174,1 174,0 172,2 170,8 173.6
2001:175,1 175,8 176.2 176,9 177,7 178.0 177.5 177.5 178,3 177,7 177.4 176,7 177.1 176.6 177,5
2002177.1 177,8 178.8 179,8 179,8 179,9 180,1 180,7 181.0 181.3 181.3 180,9 179,9 ;178,9 180.9
2003181.7 183.1 184.2 183,8 '183.5 183,7 :183,9 184,6 185,2 185.0 184.5 184,3 184.0 183.3 184.6
2004185.2 186.2 187.4 188,0 189,1 189.7 189.4 189.5 189.9 190.9 191.0 190.3 188.9 187.6 190.2
2005190.7 191.8 193.3 194.6 194.4 :194,5 195.4 196.4 198,8 199.2 197.6 196.8 195.3 193.2 197.4
2006:198.3:198:7 199.8 201.5:202,5 :202.9 :203.5 203.9 202.9201.8 201.5 201.8 :201.6 ,200.6 202.6
2007:202.416:203.499:205.352 206.686207.949:208.352:208.299 207.917 208.490208.936 210.177 210.036'207.342:205.709 208.976
2008:211.080:211.693;213.528 214.823:216.632:218.815219.964219.086 218.783:216.573212.425 210.228-215,303;214.429 216.177
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U.S.Bureau oflaborStatistics 2 ~1assachu5elts Avenue,NE Washington,DC 20212·0001
www.bls.gov I Telephone:(202)691·5200 I Do YOI)have a o"ta question'
http://data.bIs.gOYIPDQ/servlet/SurveyOutputServlet;jsessionid=f030a14d5fOd$3 F$3FR$
bls·90V
2/16/2009