technical report on the nechalacho deposit, thor lake project ...

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The conveyor decline will continue on down to the 40 m elevation where access will be driven into the crushing and screening chambers. Excavations for lunch rooms, electrical equipment, lubricants and materials storage will also be driven in the area. The conveyor gallery will be continued down to the 20 m elevation with the excavation of a pump station and an electrical bay immediately below the conveyor feed area. Below the conveyor feed location the decline will be driven to the 18 m elevation at which point two sumps will be driven for water collection and pumping. The sumps will be designed for the removal of sludge by LHD and the sumps will operate with one in service at any given time lifting water to the main discharge pump. Immediately below the conveyor transfer point a stope access ramp will be driven and upgraded to provide access to the upper elevations of the stoping horizon and a second ramp will be driven to the lower mineralized elevations. UNDERGROUND LAYOUT Stope access headings will be driven off three access ramps as shown in Figure 18-5. The ramps are required to access the various stope elevations necessitated by the variations in the elevation of the footwall of the Basal Zone. The access development ramp and stope access headings will be driven as 5 m by 5 m headings and ramp grades will be limited to 15%. The three access ramps are named Ramp West, Ramp East and Ramp North. Ramp North and Ramp East will be connected to Ramp West with haulage drifts and the drift connecting Ramp West with Ramp North would have access to the ore pass. Table 18-1 shows the various development sizes and lengths, and Table 18-2 shows a breakdown of development tonnage by value. Ground Support Ground support for development would be 6’ to 8’ split sets or Swellex, installed by rock bolting jumbo. Technical Report 43-101 – March 13, 2011 Page 18-9 Prepared by Avalon Rare Metals Inc.
Figure 18-5 Mine Development Schematic Ventilation raises between the working levels will be driven as needed. The main ventilation intake will be at the west end of the stoping area. The intake shaft will have a cross sectional area of 12 m 2 and will be driven by Alimak or raise bored depending upon the availability of equipment and contractors. The raise will include a ladder way as a second egress. Additional ventilation raises will be developed at the ends of the east and west ramps to provide exhaust ways for mine ventilation air to these areas. Technical Report 43-101 – March 13, 2011 Page 18-10 Prepared by Avalon Rare Metals Inc.
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TECHNICAL REPORT ON THE NECHALACHO
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TABLE OF CONTENTS 1. SUMMARY ......
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QUALITY ASSURANCE / QUALITY CONTROL
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Warehouse..........................
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LIST OF TABLES Table 1-1 Summary of
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Table 18-9 Mine Ventilation Quantit
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Table 18-54 Table 18-55 Pine Point
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LIST OF APPENDICES APPENDIX A Block
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Table 1-1 Summary of Mineral Resour
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Royalties. The net revenue generate
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• The products will be shipped in
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• Income taxes and NWT mining roy
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2. INTRODUCTION This report
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Figure 2-2 Project Sites, Thor Lake
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Table 2-1 Rare Earth Element Data A
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LIST OF ABBREVIATIONS Units of meas
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4. PROPERTY DESCRIPTION AND LOCATIO
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The mining leases have a 21-year li
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5. ACCESSIBILITY, CLIMATE, LOCAL RE
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Fort Resolution is located on the s
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producing a tantalum concentrate, b
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Figure 7-2 Detailed Deposit Geology
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The nepheline-sodalite syenite host
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LATE TECTONIC FAULTS Faults are pre
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8. DEPOSIT TYPES The mineral deposi
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The Ore (Nechalacho) Nepheline Soda
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from section to section - this may
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Table 9-1 Average Percent of Ore Mi
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The Nechalacho deposit alteration s
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11. DRILLING Since 1977, diamond dr
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Foraco drill rig was added in Febru
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CORE LOGGING AND CORE RECOVERY The
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A high R 2 (and all regressions had
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12. SAMPLING METHOD AND APPROACH A
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such as Illimausaq in Greenland, a
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13. SAMPLE PREPARATION, ANALYSES AN
Page 73 and 74: limited set of elements; however, s
Page 75 and 76: CONCLUSIONS Avalon’s conclusions
Page 77 and 78: Tb and Dy) were routinely monitored
Page 79 and 80: As part of the QA/QC program, Avalo
Page 81 and 82: Table 14-4: Comparison of Niobium,
Page 83 and 84: shows more deviation, with ALS MS81
Page 85 and 86: 16. MINERAL PROCESSING AND METALLUR
Page 87 and 88: In a typical test, for example CCr-
Page 89 and 90: 17. MINERAL RESOURCE AND MINERAL RE
Page 91 and 92: 9. TREO equivalent is estimated by
Page 93 and 94: Table 17-4 Sample Information Avalo
Page 95 and 96: Figure 17-1 Distribution of REO Com
Page 97 and 98: Assay Statistics for Upper Zone* *
Page 99 and 100: CUT-OFF GRADE A previous public res
Page 101 and 102: underneath for SG measurement purpo
Page 103 and 104: Figure 17-4 Density Measurements AL
Page 105 and 106: was equal to 60 m by 60 m by 30 m a
Page 107 and 108: Table 17-12 Detailed Resource Break
Page 109 and 110: Table 17-13 Indicated Mineral Resou
Page 111 and 112: Figure 17-7 Outline of Area of Indi
Page 113 and 114: The recoveries estimated for the fl
Page 115 and 116: grades were based upon the grades w
Page 117 and 118: Figure 18-1 Thor Lake Site Layout T
Page 119 and 120: Scott Wilson RPA recommends the use
Page 121 and 122: During discussions with the mine de
Page 123: Figure 18-4 Mine Layout Some of the
Page 127 and 128: Table 18-2 Development Tonnage Brea
Page 129 and 130: Until the crusher is in place and t
Page 131 and 132: Lateral Development The access decl
Page 133 and 134: Equipment will be selected based up
Page 135 and 136: Table 18-6 Estimated Electrical Loa
Page 137 and 138: VENTILATION The mine ventilation is
Page 139 and 140: for closing unused areas and for ch
Page 141 and 142: Mine Fan Horse Power Using the same
Page 143 and 144: Paste Fill System A paste fill syst
Page 145 and 146: Communications Mine communications
Page 147 and 148: completion of the 30 m to 50 m long
Page 149 and 150: HEALTH AND SAFETY All crew will be
Page 151 and 152: The crushing plant is designed for
Page 153 and 154: Table 18-12 (Cont’d) Principal Pr
Page 155 and 156: Figure 18-9 Hydrometallurgical Plan
Page 157 and 158: The Pine Point hydrometallurgical f
Page 159 and 160: Decant pipeworks have been included
Page 161 and 162: • Development of pre-feasibility
Page 163 and 164: Design Basis The pre-feasibility le
Page 165 and 166: non-woven geotextile) to prevent da
Page 167 and 168: divert surface drainage away from r
Page 169 and 170: A high pressure (200 psi) compresse
Page 171 and 172: Fuel deliveries are assumed to be s
Page 173 and 174: Mill Supplies The key mill supplies
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Table 18-15 Surface Equipment Fleet
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Figure 18-10 Thor Lake Temporary Ba
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• Together with the unloading log
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it will be necessary to upgrade the
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Table 18-16 Hydrometallurgical Plan
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Table 18-17 Surface Mobile Equipmen
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Rare Earth FOB China* FOB China** P
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• loparite and eudialyte in alkal
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Table 18-18 Rare Earth supply - 200
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Table 18-20 Rare Earth Demand by Ap
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Table 18-22 Proposed New REO Projec
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in China. On this basis, Avalon is
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Determine Prices for Avalon’s Pro
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The balance of niobium supply is co
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epresenting about 18% of total zirc
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Table 18-25 Historic Chinese Export
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Figure 18-16 Tantalum Markets - 200
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the price for tantalum chemicals in
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Surface Hydrology The Thor Lake dra
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seven) have occurred more frequentl
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elative to uranium, the overall eff
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interviews conducted for the nearby
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Wildlife Early science-based wildli
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Other environmental permits/approva
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TAXES The NWT diesel tax has been i
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Table 18-31 Mine Capital Cost Estim
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Table 18-33 Surface Infrastructure
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Table 18-36 Indirect Cost Estimate
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Table 18-37 Contingency Allowance A
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Operating Cost Exclusions The opera
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Table 18-40 Underground Mine Cost S
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Table 18-41 Mine Cost Details Avalo
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Thor Lake Surface The Thor Lake sur
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Table 18-45 Sales and Marketing Cos
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Table 18-47 Rail Car Load Limits Av
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there will be no overhauls in the i
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Other supplies and freight will be
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Table 18-55 Hydrometallurgical Plan
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Table 18-56 Cash Flow Summary Techn
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The sensitivity of the base case 8%
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19. INTERPRETATION AND CONCLUSIONS
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• The Mineral Reserves, which hav
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20. RECOMMENDATIONS The authors of
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21. REFERENCES BCC Research (2009):
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MDN Inc (2010): News Release Melvil
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Wardrop Engineering Inc. (2009): Th
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23. CERTIFICATES OF QUALIFIED PERSO
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CERTIFICATE OF QUALIFIED PERSON I,
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CERTIFICATE OF QUALIFIED PERSON I,
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Section 416000 Section 416100 Secti
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Technical Report 43-101 - March 13,
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