Feasibility Study and Technical Report - Pretivm

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JUMBOSEach jumbo can support 150 to 160 m/mo of development. Four jumbos will berequired to meet the peak scheduled advance.LHDSUp to five diesel LHDs will be required to move the blasted material from the variousdevelopment headings and from the mass excavations. The contractor will provide threediesel units for this period as the electric LHDs planned for the production phase will nothave the flexibility of movement required during the pre-production phase.TRUCKSThree 40 t trucks will provide adequate haulage capacity for pre-production activities.BOLTERSDemand on bolting during pre-production development will be higher than duringproduction as development peaks during this time. Both bolters required for productionwill be brought on line during this phase to provide the contractor with bolting capacity.CABLE BOLTERCable bolting will not be required in the stope undercuts during pre-productiondevelopment as few will be excavated. However, there will be a need for cable bolting inthe shop excavations and in all of the intersections. A single cable bolter will be sufficientto handle this load, with any excess bolting being handled manually.SHOTCRETE SPRAYERSIt is anticipated that 10% of all development over the LOM will require shotcrete. Theentire workshop and crusher area will also require shotcrete. One shotcrete sprayershould be of sufficient capacity to meet the expected volume; however, a second unit isplanned in the interest of ensuring capability for this critical task.TRANSMIXERSTwo transmixers will be required to transfer the expected volume from the surface batchplant to the sprayers underground, to ensure no shotcreting delays.LONG HOLE DRILLSA long hole drill will be required for the crusher excavation, drop-raising of the fresh airraise to advance the VOK ramp, and early slot development in the VOK upper block. Thedrill may also be employed to drill cable bolt holes if the cable bolter is unavailable.16.7.2 PRODUCTION PHASEPretivm will supply all equipment during production with the exception of Alimak raiseclimbers, which will be included in the raising contracts. Table 16.12 lists the requiredequipment for development, stoping, and support activities.Pretium Resources Inc. 16-40 1291990200-REP-R0012-02Feasibility Study and Technical Report on the BrucejackProject, Stewart, BC
Table 16.12Underground Development and Production Equipment ListDescriptionAvailability(%)Utilization (%)PeakAverageQuantityTwo boom mining jumbo 74 73 66 3LHD, 14 t (diesel) (development) 74 69 62 2LHD, 14 t (electric) (production) 74 68 68 5Haulage truck, 40 t 74 87 84 6Bolter 79 44 41 2Cable bolter 79 45 45 2Top hammer long hole drill 79 62 62 1ITH long hole drill 79 62 62 3100 kW generator set for electric LHD tramming 79 19 19 5Explosives loader, diesel, emulsion (production) 79 - - 2Shotcrete sprayer 79 15 15 2Transmixer 79 19 19 2JUMBOSDevelopment advance will be approximately 475 m/mo during the first 10 years ofproduction. A two boom unit, capable of drilling holes 4.3 m deep, was selected basedon the average drift size. First principles estimates and benchmarking indicate thatexpected performance is 150 to 160 m/mo. Three units will be required.LHDSA study of LHD (loader) productivity determined that six, 14 t loaders will be required forthe scheduled stope and development volumes. An additional unit will also be needed,dedicated to feeding the crusher. A total of seven units will be required.AMC completed a trade-off study that compared electric units to diesel units, with theconclusion that electric loaders present a cost advantage with lower operating andventilation costs for equivalent capital costs. Five electric loaders were selected forstope mucking and crusher service, with two diesel loaders selected for developmentheadings, given the requirement for increased mobility.The tramming distance that an electric LHD must travel when moving between thevarious working areas of the mine will generally exceed the radius of operation of thetrailing cable that powers the LHD under normal loading circumstances. An allowancewas made for trailer-mounted 100 kW generators to provide this autonomy.It is anticipated that blasted ore will generally be dumped directly into the crusher feedbin and not into the blending and storage bays adjacent to the crusher. As such, thesingle electric LHD designated to the crusher area should have the capacity to handleany blending and remucking activities.Pretium Resources Inc. 16-41 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
Page 204 and 205: 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
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Page 257 and 258: TRANSMIXERSShotcrete will be delive
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
Page 291 and 292: RoleHeadCountMaintenance (72)Mainte
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
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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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