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Report to:Pretium Resources Inc.Fea
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TABLE OF CONTENTS1.0 SUMMARY ......
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12.2 DATA VERIFICATION BY SNOWDEN .
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16.7 MOBILE EQUIPMENT REQUIREMENTS
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20.1 SUSTAINABILITY AND ENVIRONMENT
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26.4.2 HYDROGEOLOGICAL RECOMMENDATI
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Table 13.23 Occurrences of Gold in
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LIST OF FIGURESFigure 1.1 Simplifie
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Figure 16.11 Extent of Mine Develop
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hertz .............................
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atomic emission spectroscopy ......
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Mineable Shape Optimizer ..........
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VOK Domain 2 ......................
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1.2 PROPERTY DESCRIPTION AND LOCATI
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1.4 MINERAL RESOURCE ESTIMATESSnowd
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Table 1.2West Zone Mineral Resource
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Figure 1.1Simplified Process Flowsh
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1.7 MINING METHODSThe underground m
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Figure 1.2Overall Site LayoutE 4300
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Figure 1.4Knipple Transfer Station
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outflow. This approachdischarge thr
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summary of the overall operating co
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The Project schedule identifies the
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2.1 QUALIFIED PERSONSThe qualified
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Report Section Company QP23.0 Adjac
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4.0 PROPERTY DESCRIPTION AND LOCATI
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4.3 STATUS OF MINING TITLESThe Prop
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Figure 4.3Pretivm Mineral ClaimsSou
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5.0 ACCESSIBILITY, CLIMATE, LOCALRE
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5.2 CLIMATE AND PHYSIOGRAPHYThe cli
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6.0 HISTORYInformation in this sect
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Figure 6.1West Zone Underground Vei
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6.1 WORK COMPLETED BY SILVER STANDA
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7.0 GEOLOGICAL SETTING ANDMINERALIZ
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Figure 7.1Tectonic Setting of the B
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7.2 LOCAL GEOLOGY - SULPHURETS MINI
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Altered Stuhini Group rocks and Mit
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Figure 7.4Sulphurets Mining Camp Ge
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y the Brucejack Fault as well as by
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Previously, some of the rocks strad
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Figure 7.6Brucejack Property Geolog
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Figure 7.6 (con’t)Brucejack Prope
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more distal (i.e. down temperature)
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more heavily altered than those abo
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Figure 7.8Brucejack Property Minera
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Figure 7.10South-north Cross-sectio
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WEST ZONEThe West Zone gold-silver
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Figure 7.12VOK to West Zone Geologi
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Figure 7.14West Zone Drillholes and
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steep, is generally associated with
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Figure 7.15Trace Element Analysis b
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- Page 105 and 106: Figure 8.1Brucejack Deposit Mineral
- Page 107 and 108: Figure 9.13D Geophysical Model Sche
- Page 109 and 110: 10.0 DRILLINGInformation in this se
- Page 111 and 112: Figure 10.1Core in Wooden Core Boxe
- Page 113 and 114: Figure 10.3Brucejack Property Diamo
- Page 115 and 116: The cut PQ samples weighed approxim
- Page 117 and 118: submitted to ALS. In addition, a re
- Page 119 and 120: Primary sample gold concentrations
- Page 121 and 122: 12.0 DATA VERIFICATIONIndependent s
- Page 123 and 124: 12.2 DATA VERIFICATION BY SNOWDENSn
- Page 125 and 126: Figure 12.4Sample Verification Resu
- Page 127 and 128: Year Program ID Laboratory ** Gravi
- Page 129 and 130: 13.3.2 2012 TO 2013 TEST SAMPLESIns
- Page 131 and 132: Table 13.7 Conceptual Master Compos
- Page 133 and 134: ALSInspectorateFire Assay (g/t) Met
- Page 135 and 136: 13.3.6 ORE HARDNESS TEST WORKTable
- Page 137 and 138: Table 13.14 Sample Specific Gravity
- Page 139 and 140: In general, there was a reduction i
- Page 141 and 142: Figure 13.5 Effect of Primary Grind
- Page 143 and 144: In 2012 and 2013, most of the flota
- Page 145 and 146: Further cleaner tests were conducte
- Page 147 and 148: Figure 13.14 Effect of Cleaner Flot
- Page 149 and 150: SampleIDWZ-2CompositeCompositeBJ-AC
- Page 151 and 152: The 2012 and 2013 tests routinely i
- Page 153: Figure 13.17Cumulative Stage GRG ve
- Page 159 and 160: Table 13.23Occurrences of Gold in L
- Page 161 and 162: Table 13.25 Concentrate Cyanidation
- Page 163 and 164: Test ID/Sample IDPrimary Grind/Regr
- Page 165 and 166: Further gravity concentration test
- Page 167 and 168: The gravity and flotation test resu
- Page 169 and 170: Figure 13.26 Gravity Concentrate Gr
- Page 171 and 172: The results from these variability
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- Page 177 and 178: Table 13.34MaterialFlotationConcent
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- Page 181 and 182: 14.0 MINERAL RESOURCE ESTIMATESSnow
- Page 183 and 184: Figure 14.1Plan Showing the Distrib
- Page 185 and 186: Figure 14.2Cross-section Showing Li
- Page 187 and 188: Table 14.2Summary Statistics of Com
- Page 189 and 190: Figure 14.5Log Probability Plot Sho
- Page 191 and 192: Table 14.4Parameters to Describe Go
- Page 193 and 194: Table 14.7Parameters to Describe De
- Page 195 and 196: maximum number of samples was kept
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15.3 NET SMELTER RETURN MODELAMC ge
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Items Units ParametersSelling Costs
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The dilution factors were calculate
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15.6.2 WEST ZONEMineral reserves wi
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Figure 15.3Reserve Shapes and Minin
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16.0 MINING METHODS16.1 GENERALThe
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Figure 16.1Mine Access and Developm
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Figure 16.3VOK Zone Sublevel Arrang
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Figure 16.5Standard Design - Hangin
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16.2.3 STOPE DESIGNAMC used the MSO
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16.3 MINING METHOD AND SEQUENCE16.3
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Figure 16.9Typical LHOS DesignPreti
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Figure 16.10Example of Primary/Seco
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• At 6% and 10% addition, consist
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level. The schedule indicated that
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Figure 16.12Critical Path Construct
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16.4.4 LOM PRODUCTION SCHEDULEFull
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Figure 16.14LOM Production Schedule
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the existing mine were also reviewe
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16.5.4 UNDERGROUND ROCK MECHANICSST
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Table 16.9Ground Support Recommenda
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to support and retain material betw
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AreaDimension(height x width (along
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The model simulated rate of groundw
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JUMBOSEach jumbo can support 150 to
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HAULAGE TRUCKSAMC considered electr
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olters. The service truck will trav
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• three development headings adva
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Table 16.15Primary Fan Specificatio
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in the workshop/crusher/mine office
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Table 16.16Pump Installation Schedu
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16.9.2 MATERIAL HANDLINGROM materia
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Figure 16.21Transfer Conveyor from
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Figure 16.23Underground Power Requi
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Figure 16.24Portal Power Schematic1
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Figure 16.26Fuel Bay LayoutPretium
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16.9.8 EXPLOSIVES MAGAZINETwo bays
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vehicles and assets can also lead t
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The data was collected over a relat
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maximum anticipated airflow volume,
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16.10.1 DISTRIBUTION SYSTEM DESIGNT
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Figure 16.34Paste Fill Distribution
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16.11.2 ORGANIZATION AND MANPOWERTh
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Figure 16.36Manpower Loading by Yea
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• cleaner flotation processes.A g
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Figure 17.1Simplified Process Flows
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17.1.5 PROCESS PLANT DESCRIPTIONPRI
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pump box will be pumped to the hydr
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The reground rougher concentrate wi
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The filtrate from the pressure filt
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Fresh Water Supply SystemFresh wate
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underground crushing operations and
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Table 17.2Projected Gold and Silver
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process facilities such as warehous
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Figure 18.2Brucejack Mill Site Layo
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partially-heated buildings will eit
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include minor re-alignments of the
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KNIPPLE GLACIER APPROACH RAMPThe to
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• mill building• water treatmen
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CHARACTERISTICS OF SNOW AVALANCHESA
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frequent basis, but they will be la
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Table 18.5Mine Site Avalanche Paths
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Fourteen avalanche paths or areas a
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TRANSMISSION LINEAvalanche HazardTh
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Figure 18.6Map of Transmission Line
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• the bedrock-dominated terrain a
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• This estimate does not contain
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INTERNAL ARCHITECTURAL ITEMSMany of
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TEMPORARY FACILITIESA metal covered
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18.11 WASTE ROCK DISPOSALIt is anti
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Figure 18.9Plan and Profile Tailing
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18.13 BRUCEJACK LAKE SUSPENDED SOLI
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CONTROL PHILOSOPHYPrimary Crushing
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primary function of these units is
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Figure 18.11Knipple Transfer Statio
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Figure 18.12Bowser Airstrip440 000
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MANOEUVRING AND MOVEMENT SURFACES (
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19.0 MARKET STUDIES AND CONTRACTS19
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Air FreightScheduled and chartered
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20.0 ENVIRONMENTAL STUDIES, PERMITT
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consultation measures will comply w
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create snowdrifts up to 15 m deep.
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allow for the identification of are
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• wildlife management• waste ma
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units is not exclusively based on l
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20.1.6 SOCIAL SETTINGSOCIO-ECONOMIC
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The Project area has been the focus
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Contact WaterThere are three expect
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pumped from the underground and use
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20.1.9 AIR EMISSION CONTROLSince mo
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20.2.1 ENVIRONMENTAL ASSESSMENT PRO
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Table 20.4List of BC Authorizations
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21.0 CAPITAL AND OPERATING COSTS21.
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21.1.5 RESPONSIBILITY MATRIXA team
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21.1.9 DESIGN BASISThe following it
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($1.6 million), the site control sy
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MAJOR AREA 98 - OWNER’S COSTSItem
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21.2.2 MINING OPERATING COSTSMining
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Table 21.6Annual Mine Operating Cos
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Figure 21.2 shows the cost distribu
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21.2.6 GENERAL AND ADMINISTRATIVE,
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Table 21.11Surface Services Operati
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Unit operating costs were multiplie
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Table 22.3Summary of Post-tax NPV,
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Figure 22.2Pre-tax NPV (5%) Sensiti
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Canadian Income Tax SystemFederal I
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model is calculated on the assumpti
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Table 23.1Mineral Reserve Estimates
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24.0 OTHER RELEVANT DATA ANDINFORMA
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Figure 24.1Project Management Organ
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• project close-out and hand-over
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Once the Project has been approved
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Figure 24.3Preliminary Contracting
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Construction crews working on the h
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The various completed systems will
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spare parts inventory management−
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WBS Area PretivmEPCMTeamUnderground
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WBS Area PretivmEPCMTeamUnderground
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25.0 INTERPRETATION AND CONCLUSIONS
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• Although road access exists to
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weight, the paste backfill will exu
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• The waste rock from the undergr
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26.3 MARKET STUDIES AND CONTRACTSTe
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testing should focus on samples wit
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operating cost estimate include ann
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• Samples of the lake bottom sedi
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26.5.8 WATER MANAGEMENT PLANWater m
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• The results of the hydrodynamic
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27.4 BRUCEJACK LAKE OUTLET CONTROL
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International Society of Rock Mecha
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Canada-Mineralogical Association of
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27.12 METALLURGY AND RECOVERY METHO
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Signed and dated this 25 th day of
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Signed and dated this 25 th day of
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28.4 PIERRE PELLETIER, P.ENG.I, Pie
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28.6 HARVEY WAYNE STOYKO, P.ENG.I,
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28.8 COLM KEOGH, P.ENG.I, Colm Keog
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28.10 VIRGINIA CULLEN, M.ENG., P.EN
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28.12 MAUREEN MCGUINNESS, P.ENG.I,
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28.14 BRIAN GOULD, P.ENG.I, Brian G
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28.16 PAUL GREISMAN, PH.D., P.ENG.I
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28.18 WAYNE E. SCOTT, P.ENG.I, Wayn
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28.20 KEN HALISHEFF, M.ENG., P.ENG.
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28.22 MO MOLAVI, P.ENG.I, Mo Molavi