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

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thus a specific gravity for the tailings solids high in gypsum content has been estimated at 2.40. • Dry Density: Given a final solids content or pulp density of approximately 65% by weight (and a void ratio of 1.3 the calculated final average settled dry density for the tailings in the TMF is 1.05 t/m 3 . A slightly lower or conservative density value of 0.9 t/m 3 has been selected for the pre-feasibility design. It is understood that tailings test work will be completed in later stages of study to confirm the tailings parameters. Currently no geochemical testing has been completed on tailings samples. It is understood that testwork will be completed in later stages of study to confirm the tailings geochemical parameters. Tailings Management Facility Design The design basis and criteria for the HTMF are based on Canadian standards for the design of dams. In particular, all aspects of the design of the HTMF have been completed in compliance with the following documents: • Canadian Dam Association (CDA) Dam Safety Guidelines (CDA 2007) • The Mining Association of Canada (MAC) Guide to the Management of Tailings Facilities (MAC 1998) The principle objective of the HTMF design is to ensure protection of the environment during operations and in the long-term (after closure), and achieve effective reclamation at mine closure. The pre-feasibility design of the HTMF has taken into account the following requirements: • Permanent, secure and total confinement of all tailings solids within an engineered facility • Control, collection and removal of free draining liquids from the tailings during operations • The inclusion of monitoring features for all aspects of the facility to ensure performance goals are achieved and design criteria and assumptions are met The construction will be scheduled to ensure that there is always sufficient storage capacity available in the facility to avoid overtopping. The embankment raising schedule will provide sufficient freeboard to safely accommodate the supernatant pond and Environmental Design Storm event, combined with wave run-up. An emergency overflow spillway is included to pass the Inflow Design Flood event. Technical Report 43-101 – March 13, 2011 Page 18-47 Prepared by Avalon Rare Metals Inc.
Design Basis The pre-feasibility level design of the HTMF has been based on an approximate mine life of 18 years. The initial annual throughput of tailings from the Hydrometallurgical Plant will start in year one at 1,000 dry tpd and increase to 2,000 dry tpd by year four of operations. Tailings and Water Management All tailings solids and fluids as well as impacted water from the Process Plant will <strong>report</strong> to the Tailings Basin. The HTMF design includes a Water Basin (Polishing Pond). Excess water from the Tailings Basin will be treated (if necessary) and discharged from the Polishing Pond through a lined discharge channel to the northwest corner of the existing tailings facility where it will be discharged to the natural drainage. Ultimately, all water from the HTMF will return to Great Slave Lake. Decant pipeworks have been included in the pre-feasibility design to transfer water from the Tailings Basin supernatant pond to the Polishing Pond, and to transfer water from the Polishing Pond to a lined discharge channel where it will be discharged to the natural drainage. Capacity and Freeboard Requirements The capacity of the HTMF is based on the topographic contours, the embankment configuration and the projected process plant throughput rates. The HTMF capacity and freeboard have been designed based on the following key points: • Storage of 5.6 million m 3 of tailings at a settled dry density of 0.9 t/m 3 • Storage of process water and accumulated ice • Containment of the 1 in 25 year 24-hour Environmental Design Storm (EDS) event (57 mm) • Minimum freeboard of 2.0 m for routing of the Inflow Design Storm (IDS) and wave runup • Emergency Overflow Spillway to convey the IDS Phased construction of the HTMF is proposed as follows: • Phase 1 (Pre-production) – This will include construction of the Tailings Basin embankments to an intermediate level (3 m below the final design crest) to provide containment of tailings solids and supernatant water for the first three years. Technical Report 43-101 – March 13, 2011 Page 18-48 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
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limited set of elements; however, s
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CONCLUSIONS Avalon’s conclusions
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Tb and Dy) were routinely monitored
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As part of the QA/QC program, Avalo
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Table 14-4: Comparison of Niobium,
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shows more deviation, with ALS MS81
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16. MINERAL PROCESSING AND METALLUR
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In a typical test, for example CCr-
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17. MINERAL RESOURCE AND MINERAL RE
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9. TREO equivalent is estimated by
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Table 17-4 Sample Information Avalo
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Figure 17-1 Distribution of REO Com
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Assay Statistics for Upper Zone* *
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CUT-OFF GRADE A previous public res
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underneath for SG measurement purpo
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Figure 17-4 Density Measurements AL
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was equal to 60 m by 60 m by 30 m a
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Table 17-12 Detailed Resource Break
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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 and 124: Figure 18-4 Mine Layout Some of the
Page 125 and 126: Figure 18-5 Mine Development Schema
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: • Development of pre-feasibility
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
Page 175 and 176: Table 18-15 Surface Equipment Fleet
Page 177 and 178: Figure 18-10 Thor Lake Temporary Ba
Page 179 and 180: • Together with the unloading log
Page 181 and 182: it will be necessary to upgrade the
Page 183 and 184: Table 18-16 Hydrometallurgical Plan
Page 185 and 186: Table 18-17 Surface Mobile Equipmen
Page 187 and 188: Rare Earth FOB China* FOB China** P
Page 189 and 190: • loparite and eudialyte in alkal
Page 191 and 192: Table 18-18 Rare Earth supply - 200
Page 193 and 194: Table 18-20 Rare Earth Demand by Ap
Page 195 and 196: Table 18-22 Proposed New REO Projec
Page 197 and 198: in China. On this basis, Avalon is
Page 199 and 200: Determine Prices for Avalon’s Pro
Page 201 and 202: The balance of niobium supply is co
Page 203 and 204: epresenting about 18% of total zirc
Page 205 and 206: Table 18-25 Historic Chinese Export
Page 207 and 208: Figure 18-16 Tantalum Markets - 200
Page 209 and 210: the price for tantalum chemicals in
Page 211 and 212: 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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