Feasibility Study and Technical Report - Pretivm

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HAULAGE TRUCKSAMC considered electric haulage trucks in the interest of minimizing ventilation airflowand heating requirements. The significant capital premium for equipping the mine withan electric fleet was found to be irrecoverable through reduced operating costs, such thatstandard diesel units were adopted for all haulage activity. Six units will be required tosupport the scheduled material movement of ore and waste.Forty tonne trucks were determined to be the most cost effective truck capacity inconsideration of utilization, capital cost and operating costs.BOLTERSPattern bolting of development headings and stope backs will utilize both 2.4 m resingrouted rebar and 2.4 m swellex type friction bolts. Two units will be required forredundancy and should be equipped for the installation of either bolt type.CABLE BOLTERSAll stope undercuts and overcuts will be cable bolted with 6 m long cable bolts, and allintersections will be bolted with 5 m long cable bolts. A single bolter could be utilized;however, the utilization would be higher than 90% and it is likely that headings wouldstand waiting. Two cable bolters have been factored into the study.LONG HOLE DRILLSProduction drilling will mostly be done with ITH hammer drills. Compared to top-hammerdrills, ITH drills are more accurate for longer holes and are recommended for the 25 maverage production hole length. The proposed Cubex Aries B drill is also able to ream762 mm diameter slot raises, thus eliminating the need for a standalone slot raisemachine or crew. This drill will also be utilized for service holes between sublevels.In addition to the ITH drills, a single top hammer drill will be used. This will provide someflexibility to the production drilling fleet. The top hammer drill will be utilized for sillrecovery, crown level stopes, stopes near the Brucejack fault where fan drilling isrequired (full width slashing is not anticipated for these stopes), and the recovery ofresources at the top of lenses where uphole drilling is inevitable. One unit will berequired.EXPLOSIVE LOADERSTwo face chargers will be required for development loading, to load as many as sixrounds per day. Each unit will require pumps for face charging with emulsion. One unitwill be required at full production for loading uphole and downhole stopes with emulsion.SHOTCRETE SPRAYERSIt is anticipated that 10% of development will require shotcrete. Shotcrete will also berequired for paste fill exposures in stope development and barricade construction forbackfilling and ventilation bulkheads. Two units will provide adequate capacity andredundancy for this critical activity. Wet fibre-reinforced shotcrete will be standard.Pretium Resources Inc. 16-42 1291990200-REP-R0012-02Feasibility Study and Technical Report on the BrucejackProject, Stewart, BC
TRANSMIXERSShotcrete will be delivered from the surface batch plant. Only one truck is required;however, as demand is unlikely to be consistent−with average haul distances not alwaystypical and varying shotcrete amounts required−two transmixers are recommended.16.7.3 SUPPORT EQUIPMENTTable 16.13 presents the complete list of support equipment.Table 16.13Support Equipment ListItemDescriptionAvailability(%)Utilization(%) Quantity1 Personnel carrier, diesel, underground 79 16 22 Scissor lift truck, diesel 79 54 23 Lubrication service truck, diesel 79 41 14 Boom truck, diesel 79 75 25 Explosives truck, diesel, emulsion (transport) 79 29 16 Tractor 79 46 97 Utility vehicle 79 46 198 Telehandler, diesel 79 57 19 Wheel loader with tire handler 79 5 110 Motor grader (tracks and wheels) 79 75 111 500 cfm portable compressor 79 10 3PERSONNEL CARRIERSThough many employees will be transported in tractors, personnel carriers will be neededfor most employee transport. The transporter selected is capable of carrying 22 people.With two transporters, 44 people can be brought to work each day. The remainder of thepersonnel will be brought underground in tractors or light vehicles.SCISSOR LIFT TRUCKSA scissor lift truck is required to install pipe and an average of 17 m/d of services. A twomancrew on a single scissor lift truck should be able to complete up to 6 m of serviceinstallation in 3 hours, enabling up to 4 headings to be installed in 12 hours with a singlescissor lift truck. However, the scissor lift truck will also be required for hanging fans,installing power cables, and other general service activities. Two scissor lift trucks aretherefore recommended. A tractor equipped with lifts can be used as a substitute if thescissor truck is down for maintenance.LUBRICATION TRUCKA lubrication truck will be required to fuel and lubricate all equipment that is not likely toreturn to the shop area at frequent intervals. Down time can be reduced by keepingequipment near the working headings. This will also help improve traffic flow on theramp. This equipment will include LHDs, jumbos, long hole drills, bolters, and cablePretium Resources Inc. 16-43 1291990200-REP-R0012-02Feasibility Study and Technical Report on the BrucejackProject, Stewart, BC
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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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for which an age of c.110 Ma has be
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Figure 8.1Brucejack Deposit Mineral
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Figure 9.13D Geophysical Model Sche
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10.0 DRILLINGInformation in this se
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Figure 10.1Core in Wooden Core Boxe
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Figure 10.3Brucejack Property Diamo
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The cut PQ samples weighed approxim
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submitted to ALS. In addition, a re
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Primary sample gold concentrations
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12.0 DATA VERIFICATIONIndependent s
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12.2 DATA VERIFICATION BY SNOWDENSn
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Figure 12.4Sample Verification Resu
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Year Program ID Laboratory ** Gravi
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13.3.2 2012 TO 2013 TEST SAMPLESIns
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Table 13.7 Conceptual Master Compos
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ALSInspectorateFire Assay (g/t) Met
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13.3.6 ORE HARDNESS TEST WORKTable
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Table 13.14 Sample Specific Gravity
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In general, there was a reduction i
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Figure 13.5 Effect of Primary Grind
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In 2012 and 2013, most of the flota
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Further cleaner tests were conducte
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Figure 13.14 Effect of Cleaner Flot
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SampleIDWZ-2CompositeCompositeBJ-AC
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The 2012 and 2013 tests routinely i
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Figure 13.17Cumulative Stage GRG ve
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Figure 13.21 Silver Cyanide Extract
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Table 13.24 Head Sample Cyanidation
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Based on the findings of the prelim
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Primary Grind/Regrind SizesConcentr
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Further cyanide leach tests were ca
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including samples with low head gra
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Grade (g/t) Recovery/Extraction (%)
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Figure 13.28 Variability Test Resul
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Table 13.31Locked Cycle Tests Resul
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Table 13.33Conventional Thickening
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13.3.11 CONCLUSIONSA review of prel
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Table 13.37Head Grade(g/t)Metallurg
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• geological interpretation and m
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to form a series of seemingly strat
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14.6 COMPOSITING OF ASSAY INTERVALS
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In the high-grade domains (includin
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Table 14.3Parameters to Describe Go
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14.8.3 HIGH-GRADE DOMAINS - PROBABI
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analysis. Any target blocks that re
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For VOK and West Zone the interpola
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Table 14.9Comparison of the Mean Co
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the economic viability of the depos
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14.15 RESOURCE REPORTINGThe mineral
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15.0 MINERAL RESERVE ESTIMATES15.1
Page 206 and 207: Table 15.1Net Smelter Return Parame
Page 208 and 209: 15.4 MINING SHAPESAMC used the Mine
Page 210 and 211: Strike length varies considerably w
Page 212 and 213: 15.7 MINERAL RESERVESMineral reserv
Page 214 and 215: Figure 15.4Reserve Shapes and Minin
Page 216 and 217: 16.2 MINE DESIGN16.2.1 ACCESS AND R
Page 218 and 219: Figure 16.2Brucejack Twin Declines
Page 220 and 221: Figure 16.4Typical Level Plan - 1,2
Page 222 and 223: Table 16.1Development Design Parame
Page 224 and 225: Figure 16.7Mineable Stope Shapes -
Page 226 and 227: Once the stope footprint is slashed
Page 228 and 229: 16.3.3 STOPE SEQUENCEThe mining seq
Page 230 and 231: Stopes that will not be re-exposed
Page 232 and 233: Table 16.5LOM Backfilling - Waste R
Page 234 and 235: Figure 16.11Extent of Mine Developm
Page 236 and 237: • development of the 1,210 and 1,
Page 238 and 239: Figure 16.13Life of Mine Production
Page 240 and 241: Table 16.7LOM Tonnes and GradesYear
Page 242 and 243: Table 16.8Rock Mass PropertiesUnitU
Page 244 and 245: AMC estimated ore recovery in the w
Page 246 and 247: FULL-WIDTH UNDERCUTSThe Project min
Page 248 and 249: Table 16.10Mine Infrastructure Exca
Page 251 and 252: with lesser components supplied by
Page 253 and 254: un was completed representing glaci
Page 255: Table 16.12Underground Development
Page 259 and 260: The VOK Zone and West Zone mining a
Page 261 and 262: Figure 16.17 shows a ventilation co
Page 263 and 264: • regular inspection of the conve
Page 265 and 266: On low-head applications, a submers
Page 267 and 268: Figure 16.18Dewatering PlanPretium
Page 269 and 270: Figure 16.20CrusherThe 42 in wide b
Page 271 and 272: 16.9.3 POWER REQUIREMENTS AND ELECT
Page 273 and 274: Electrical power will be supplied t
Page 275 and 276: To supply service water to the high
Page 277 and 278: 16.9.7 WORKSHOP AND STORESThe maint
Page 279 and 280: Radio communications will be establ
Page 281 and 282: 16.9.11 PORTAL STRUCTUREA portal st
Page 283 and 284: propane consumption. Table 16.18 sh
Page 285 and 286: 16.10 PASTE FILL DISTRIBUTIONP&C co
Page 287 and 288: Figure 16.33Paste Fill Distribution
Page 289 and 290: Figure 16.35Pre-production Paste Fi
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Page 293 and 294: 17.0 RECOVERY METHODS17.1 MINERAL P
Page 295 and 296: The process plant will consist of t
Page 297 and 298: 17.1.4 PLANT DESIGNMAJOR DESIGN CRI
Page 299 and 300: • a belt conveyor, 914 mm wide by
Page 301 and 302: CONCENTRATE REGRINDINGThe flotation
Page 303 and 304: The dried tabling concentrate will
Page 305 and 306: solution strength. The solution wil
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PROCESS CONTROL AND INSTRUMENTATION
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• vendors’ instrumentation pack
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18.0 PROJECT INFRASTRUCTURE18.1 OVE
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Figure 18.1Brucejack Overall Site L
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18.2 GEOTECHNICAL18.2.1 OVERVIEWThe
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18.3 ACCESS18.3.1 ACCESS ROADSThe B
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Figure 18.3Knipple Glacier Access R
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available in the winter and also pr
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18.5 GRADING AND DRAINAGEThe site w
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AVALANCHE FREQUENCYAvalanche freque
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• portal fuel storage• conveyor
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Operations CampSize 2 avalanches fr
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Figure 18.5Access Road Avalanche Ha
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and dated June 2013. As requested b
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Figure 18.7Photo of Typical Slopes
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• the design of special towers to
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modular construction where possible
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collect waste water during maintena
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water treatment plant to increase t
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Air/vacuum valves will be installed
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Figure 18.10Foot Print of 3% Deposi
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A pre-manufactured trailer will be
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• fuel storage• vendors’ inst
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18.17 OFF-SITE INFRASTRUCTURE18.17.
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18.17.3 BOWSER AIRSTRIPRegular char
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INSTRUMENT APPROACH PROCEDURESAn IA
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AERODROME PERSONNEL AND MAINTENANCE
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TRANSPORT MODE OPTIONSTruckThere ar
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SBT has the ability to mobilize cra
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Pretivm is committed to a process t
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engage with the Nisga’a Lisims Go
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Average monthly temperature data us
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The fisheries resources and fish ha
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was conducted on the NPR values of
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all modelling exercises, the accura
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16 corridor is recovering from the
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• reporting and feedback mechanis
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Approximately 47% of the tailings w
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20.1.8 WASTE MANAGEMENTMine WastesP
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from the site. Fixed equipment, suc
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• Forest Act (BC)• Forest and R
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Table 20.5List of Federal Approvals
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21.1.2 ESTIMATE BASE DATE AND VALID
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…costs not directly attributable
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• small tools• consumables• c
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The total cost for Major Area 33 -
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The unit cost estimates are based o
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MINE OPERATING COSTSThe total under
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Table 21.7Summary of Process Operat
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Table 21.8Summary of Backfilling Op
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DescriptionLabourForceTotal Cost($/
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22.0 ECONOMIC ANALYSIS22.1 INTRODUC
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Figure 22.1Pre-tax Cash FlowCumulat
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transport the concentrate to a buil
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Figure 22.4Pre-tax Payback Period S
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Canadian development expense and 60
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23.0 ADJACENT PROPERTIESSnowden not
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23.2 HIGH PROPERTYThe Teuton Resour
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managers, and the mining manager, a
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MANAGEMENT PROCEDURESThe EPCM contr
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Figure 24.2Level 1 Execution Schedu
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Capital equipment purchases will be
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Construction work will be split int
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provided with dedicated emergency p
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econciliation to the freight consol
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PROJECT TEAM RESPONSIBILITIESIt is
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WBS Area PretivmEPCMTeamUnderground
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24.1.15 RISK MANAGEMENTA Risk Asses
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There may be opportunities to optim
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The conceptual layout is preliminar
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25.4.8 TAILINGS DELIVERY SYSTEMThe
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26.0 RECOMENDATIONS26.1 GEOLOGYThe
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• Further test work to identify t
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The estimated cost for the above-me
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• Careful planning as well as det
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26.5.6 BRUCEJACK OUTLET CONTROL STR
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• Further groundwater quality and
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27.0 REFERENCES27.1 AVALANCHE HAZAR
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Price, W. (2005). Mend Report 9.1c:
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Britton, J. M. and Alldrick, D. J.,
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Olssen. L., Jones, I.. 2012b. Preti
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28.0 CERTIFICATES OF QUALIFIED PERS
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28.2 IVOR W.O. JONES, M.SC., CP, FA
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28.3 JOHN HUANG, PH.D., P.ENG.I, Ji
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28.5 HAMISH WEATHERLY, M.SC., P.GEO
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28.7 SABRY ABDEL HAFEZ, PH.D., P.EN
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28.9 CATHERINE SCHMID, M.SC., P.ENG
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28.11 BRENT MCAFEE, P.ENG.I, Brent
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28.13 MICHAEL CHIN, P.ENG.I, Michae
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28.15 MICHAEL PAUL WISE, P.ENG., MB
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28.17 CLAYTON RICHARDS, P.ENG.I, Cl
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28.19 ALI FARAH, P.ENG.I, Ali Farah
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28.21 S. (KUMAR) SRISKANDAKUMAR, M.
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