Technical Report on the Albany Graphite Project, Ontario, Canada
SLR Project No: 233.03783.R0000
Prepared by
SLR Consulting (Canada) Ltd.
55 University Ave., Suite 501
Toronto, ON M5J 2H7
for
Albany Graphite Corp.
49 High Street, 3rd Floor
Barrie, Ontario
L4N 5J4
Effective Date - April 30, 2023
Signature Date - July , 2023
Prepared by: Marie-Christine Gosselin, P.Geo. Katharine M. Masun, M.Sc., MSA, P.Geo. Arun Vathavooran, CEng FIMMM Peer Reviewed by: Luke Evans, M.Sc., P.Eng., ing. Lance Engelbrecht, P.Eng. | Approved by: Project Manager Katharine M. Masun, M.Sc., P.Geo. Project Director Jason J. Cox, P.Eng. |
FINAL
Distribution:1 copy - Albany Graphite Corp.
1 copy - SLR Consulting (Canada) Ltd.
CONTENTS
1.0SUMMARY | 1-7 |
1.1Executive Summary | 1-7 |
1.2Conclusions | 1-8 |
1.3Recommendations | 1-10 |
1.4Technical Summary | 1-11 |
2.0INTRODUCTION | 2-1 |
2.1Sources of Information | 2-1 |
2.2List of Abbreviations | 2-2 |
2.3List of Acronyms | 2-3 |
3.0RELIANCE ON OTHER EXPERTS | 3-1 |
4.0PROPERTY DESCRIPTION AND LOCATION | 4-1 |
4.1Location | 4-1 |
4.2Land Tenure | 4-4 |
4.3Royalties, History of Ownership, and Agreement with Cliffs | 4-6 |
4.4Agreements with Constance Lake First Nation | 4-6 |
5.0ACCESSIBILITY, CLIMATE, LOCAL RESOURCES, INFRASTRUCTURE AND PHYSIOGRAPHY | 5-1 |
5.1Accessibility | 5-1 |
5.2Climate | 5-1 |
5.3Local Resources | 5-1 |
5.4Infrastructure | 5-1 |
5.5Physiography | 5-2 |
6.0HISTORY | 6-1 |
6.1Prior Ownership | 6-1 |
6.2Exploration and Development History | 6-1 |
6.3Historical Resource Estimates | 6-3 |
6.4Past Production | 6-3 |
7.0GEOLOGICAL SETTING AND MINERALIZATION | 7-1 |
7.1Regional Geology | 7-1 |
7.2Mineralization | 7-6 |
8.0DEPOSIT TYPES | 8-1 |
8.1Stage 1 - Emplacement of Host Syenites Forming the Albany Alkalic Complex | 8-1 |
8.2Stage 2 - Fluid Generation and Breccia Pipe Development | 8-2 |
8.3Stage 3 - Graphite Deposition | 8-2 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | i |
8.4Stage 4 - Post-Mineralization Magmatic and Erosional Events | 8-2 |
9.0EXPLORATION | 9-1 |
9.12010 | 9-1 |
9.22011 and 2012 | 9-1 |
9.32013 | 9-1 |
10.0DRILLING | 10-1 |
10.12012-2013 Diamond Drill Hole Programs | 10-1 |
10.22019 Bulk Sample Program | 10-4 |
11.0SAMPLE PREPARATION, ANALYSES, AND SECURITY | 11-1 |
11.1Diamond Drill Hole Programs | 11-1 |
11.2Bulk Sample Program | 11-12 |
12.0DATA VERIFICATION | 12-1 |
12.1Manual Database Verification | 12-1 |
12.2SLR Site Visits | 12-1 |
12.3Independent Drill Core Sampling | 12-2 |
13.0MINERAL PROCESSING AND METALLURGICAL TESTING | 13-1 |
13.1Metallurgical Samples and Testing | 13-1 |
14.0MINERAL RESOURCE ESTIMATE | 14-1 |
14.1Summary | 14-1 |
14.2Geological Interpretation and 3D Solids | 14-2 |
14.3Statistical Analysis | 14-8 |
14.4Cutting High Grade Values | 14-8 |
14.5Compositing | 14-10 |
14.6Variography and Kriging Parameters | 14-11 |
14.7Bulk Density | 14-17 |
14.8Block Model | 14-19 |
14.9Open Pit and Underground Reporting and Cut-off Grade | 14-20 |
14.10Block Model Validation | 14-23 |
14.11Classification | 14-24 |
14.12Detailed Mineral Resource Report | 14-26 |
14.13Comparison with Previous Mineral Resource Estimate | 14-30 |
15.0MINERAL RESERVE ESTIMATE | 15-1 |
16.0MINING METHODS | 16-1 |
17.0RECOVERY METHODS | 17-1 |
18.0PROJECT INFRASTRUCTURE | 18-1 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | ii |
19.0MARKET STUDIES AND CONTRACTS | 19-1 |
20.0ENVIRONMENTAL STUDIES, PERMITTING, AND SOCIAL OR COMMUNITY IMPACT | 20-1 |
21.0CAPITAL AND OPERATING COSTS | 21-1 |
22.0ECONOMIC ANALYSIS | 22-1 |
23.0ADJACENT PROPERTIES | 23-1 |
24.0OTHER RELEVANT DATA AND INFORMATION | 24-1 |
25.0INTERPRETATION AND CONCLUSIONS | 25-1 |
25.1Geology and Mineral Resources | 25-1 |
25.2Metallurgical Testing and Mineral Processing | 25-2 |
26.0RECOMMENDATIONS | 26-1 |
26.1Geology and Mineral Resources | 26-1 |
26.2Metallurgical Testing and Mineral Processing | 26-1 |
26.3Proposed Budget | 26-1 |
27.0REFERENCES | 27-1 |
28.0DATE AND SIGNATURE PAGE | 28-1 |
29.0CERTIFICATE OF QUALIFIED PERSON | 29-1 |
29.1Marie-Christine Gosselin | 29-1 |
29.2Katharine M. Masun | 29-2 |
29.3Arunasalam Vathavooran | 29-3 |
30.0APPENDIX 1 | 30-1 |
30.1Mineral Claims | 30-1 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | iii |
TABLES
Table 1-1: Mineral Resource Estimate - April 30, 2023 | 1-8 |
Table 1-2: Proposed Budget | 1-10 |
Table 1-3: Mineral Resource Estimate - April 30, 2023 | 1-14 |
Table 1-4: Graphite Purity and Recovery (2013 to 2015) | 1-15 |
Table 2-1: Qualified Persons and Responsibilities | 2-1 |
Table 6-1: Summary of Exploration | 6-1 |
Table 6-2: Historical Drilling | 6-3 |
Table 10-1: Summary of Drill Core Drilling | 10-1 |
Table 10-2: Select Drill Hole Intersections | 10-2 |
Table 10-3: Summary of Bulk Sample Drilling | 10-4 |
Table 10-4: Select Bulk Sample Drill Hole Intersections | 10-4 |
Table 11-1: Expected Values for Custom CRMs | 11-3 |
Table 11-2: Summary of CRM Results for Drill Hole Programs | 11-3 |
Table 11-3: Summary of Blank Results for Drill Hole Programs | 11-5 |
Table 11-4: Drill Core Graphitic Carbon Duplicate Results | 11-7 |
Table 11-5: Summary of Graphitic Carbon Reject Duplicate Results for Drill Hole Programs | 11-8 |
Table 11-6: Check Sample Assay Results for Drill Hole Programs | 11-10 |
Table 11-7: Summary of CRM Results for Bulks Sample Program | 11-13 |
Table 11-8: Summary of Blank Results for Bulk Sampling Program | 11-15 |
Table 12-1: Check Sample Summary | 12-2 |
Table 13-1: Composite Head Assay Results | 13-1 |
Table 13-2: Comminution Test Results | 13-3 |
Table 13-3: Optimized Flotation Results | 13-3 |
Table 13-4: Locked Cycle Flotation Results | 13-4 |
Table 13-5: EP Pilot Plant Results | 13-4 |
Table 13-6: WP Pilot Plant Results | 13-5 |
Table 13-7: Optimized Flotation Results for Purification | 13-6 |
Table 13-8: Flotation Pilot Plant Results (2017) | 13-7 |
Table 13-9: Overall Test Results | 13-8 |
Table 13-10: Concentrate Blend Assays | 13-9 |
Table 13-11: Optimised Test Work Conditions | 13-9 |
Table 13-12: Test Work Conditions for Second Stage Purification | 13-10 |
Table 13-13: Alkaline Bake Test Sequence and Sample Details | 13-11 |
Table 13-14: Alkaline Bake Results | 13-11 |
Table 13-15: Concentrate Blend Assays | 13-12 |
Table 14-1: Mineral Resource Estimate - April 30, 2023 | 14-1 |
Table 14-2: Albany Resource Domains | 14-7 |
Table 14-3: Summary Statistics of Resource Assay Graphitic Carbon Values | 14-8 |
Table 14-4: Summary Statistics of Graphitic Carbon Resource Composites | 14-11 |
Table 14-5: Block Estimate Estimation Parameters | 14-16 |
Table 14-6: Summary Statistics of Density Measurements | 14-17 |
Table 14-7: Mineral Resource Cut-off Grade Assumptions | 14-21 |
Table 14-8: Comparison of Grade Statistics for Assays, Composites, and Blocks | 14-23 |
Table 14-9: Mineral Resource Estimate by Domain - April 30, 2023 | 14-26 |
Table 14-10: Comparison of Current Resource Estimate with 2015 | 14-30 |
Table 26-1: Proposed Budget | 26-1 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | iv |
FIGURES
Figure 4-1: Location Map | 4-2 |
Figure 4-2: Detailed Location Map | 4-3 |
Figure 4-3: Map of Albany Project Claims | 4-5 |
Figure 7-1: Regional Geology Map | 7-2 |
Figure 7-2: Property Geology Map | 7-5 |
Figure 7-3: Core Photographs of Albany Graphite Mineralization | 7-7 |
Figure 8-1: Albany Graphite Deposit Model | 8-3 |
Figure 9-1: Map of VTEM Targets on Albany Claim Block | 9-3 |
Figure 9-2: Map of Ground TDEM Survey Results | 9-4 |
Figure 10-1: Drill Hole Plan Map | 10-5 |
Figure 11-1: Certified Reference Material Results for Drill Hole Programs | 11-3 |
Figure 11-2: Blank Results for Drill Hole Programs | 11-5 |
Figure 11-3: Scatterplot of Drill Core Duplicates | 11-6 |
Figure 11-4: Scatterplot of Reject Duplicates for Drill Hole Programs | 11-7 |
Figure 11-5: Scatterplot of Graphitic Carbon Pulp Duplicates for Drill Hole Programs | 11-8 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | v |
Figure 11-6: Scatterplot of Graphitic Carbon Check Samples Sent to SGS for Drill Hole Programs | 11-10 |
Figure 11-7: Grade Versus RPD of Check Samples Sent to SGS for Drill Hole Programs | 11-11 |
Figure 11-8: Certified Reference Material Results Certified Reference Material Results for the Bulk Sample Program | 11-13 |
Figure 11-9: Blank Results for Bulk Sampling Program | 11-15 |
Figure 11-10: Scatterplot of Bulk Sample Field Duplicates | 11-16 |
Figure 11-11: Scatterplot of Bulk Sample Pulp Duplicates | 11-17 |
Figure 13-1: Location of Metallurgical Drill Holes | 13-2 |
Figure 13-2: Locked Cycle Test Flowsheet | 13-13 |
Figure 13-3: Impurities in the Graphite Product After ZPL Testing | 13-14 |
Figure 13-4: Impurities in the Graphite Product After ZHL Testing | 13-14 |
Figure 14-1: 3D View of Wireframe Models | 14-4 |
Figure 14-2: Vertical Cross Section of Wireframe Models | 14-5 |
Figure 14-3: Histogram of Resource Assays | 14-9 |
Figure 14-4: Cumulative Frequency Log Probability Plot | 14-9 |
Figure 14-5: Percent Graphite Loss and Average Cut Grades | 14-10 |
Figure 14-6: Histogram of Sample Lengths | 14-11 |
Figure 14-7: West Pipe 3D Variograms | 14-12 |
Figure 14-8: East Pipe 3D Variograms | 14-13 |
Figure 14-9: West Pipe Interpolation Search Ellipsoids | 14-14 |
Figure 14-10: East Pipe Interpolation Search Ellipsoids | 14-15 |
Figure 14-11: Box Plots of Density by Domain | 14-18 |
Figure 14-12: Scatterplots of Depth and Grade Versus Density | 14-19 |
Figure 14-13: Wireframe Constraints Used for Underground Resource Reporting | 14-22 |
Figure 14-14: 3D View of Mineral Resource Classification | 14-25 |
Figure 14-15: 3D View of Block Model Graphite Grades | 14-27 |
Figure 14-16: West Pipe Long Section View Looking Northwest | 14-28 |
Figure 14-17: East Pipe Long Section View Looking Northeast | 14-29 |
APPENDIX
Table 30-1: List of Claims | 30-2 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | vi |
1.0SUMMARY
1.1Executive Summary
SLR Consulting (Canada) Ltd. (SLR) was retained by Albany Graphite Corp. (AGC), a wholly owned subsidiary of Zentek Ltd. (Zentek), to prepare an independent Technical Report on the Albany Graphite Project (the Project or the Property), located in northern Ontario, Canada. The purpose of this report is to support the execution of a property purchase agreement (the Agreement) and the listing of AGC on a Canadian stock exchange and to update the Mineral Resource estimate on the Property. This Technical Report conforms to National Instrument 43-101 Standards of Disclosure for Mineral Projects (NI 43-101). SLR visited the Project in 2013 and most recently on March 15, 2023.
Roscoe Postle Associates Inc. (RPA), a predecessor company to SLR, has previously completed a Mineral Resource Estimate (RPA, 2014) and a Preliminary Economic Assessment (PEA) on the Project in 2015 (RPA, 2015).
The Project is located west of the communities of Constance Lake First Nation and Hearst, Ontario, within 30 km of the Trans-Canada Highway, close to established infrastructure including roads, rail, power transmission lines, and a natural gas pipeline. This Technical Report covers the Albany claim block, which includes the Albany graphite deposit.
SLR estimated Mineral Resources for the Albany graphite deposit using drill hole data available as of April 30, 2023 (Table 1-1). The Mineral Resource estimate is based on a potential combined open pit (OP) and underground (UG) mining scenario. Although SLR has estimated the Mineral Resource using an OP and UG scenario, additional future studies will be required to determine the most economic mining method(s) to develop the deposit.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 1-7 |
Table 1-1:Mineral Resource Estimate - April 30, 2023
Albany Graphite Corp. - Albany Graphite Project
Cut-off Grade |
Tonnage |
Grade |
Contained Graphitic Carbon | |
OP | ||||
Indicated | 1.22 | 22.9 | 4.07 | 933,000 |
Inferred | 1.22 | 3.4 | 2.55 | 87,000 |
UG | ||||
Indicated | ||||
Inferred | 1.76 | 9.7 | 2.98 | 288,000 |
Total Indicated | 1.22 | 22.9 | 4.07 | 933,000 |
Total Inferred | Variable | 13.1 | 2.87 | 375,000 |
Notes:
1.Canadian Institute of Mining, Metallurgy and Petroleum (CIM) Definition Standards for Mineral Resources and Mineral Reserves dated May 10, 2014 (CIM (2014) definitions) were followed for Mineral Resources.
2.Cg - graphitic carbon, Mt - million tonnes
3.Mineral Resources are estimated using a long-term price of US$8,000 per tonne Cg, and an exchange rate of US$0.75= C$1.00.
4.Bulk density is 2.62 t/m3 and 2.61 t/m3 for West Pipe domains 20 and 21, respectively, and 2.59 t/m3 and 2.63 t/m3 for East Pipe domains 10 and 14, respectively.
5.Open pit Mineral Resources are constrained by a pit-shell generated in Whittle software above a cut-off grade of 1.22% Cg.
6.Underground Mineral Resources are constrained within underground reporting shapes to demonstrate Reasonable Prospects for Eventual Economic Extraction and reported above a cut-off grade of 1.76% Cg.
7.Numbers may not add due to rounding.
1.2Conclusions
SLR offers the following conclusions on the Albany Graphite Project by area:
1.2.1Geology and Mineral Resources
•Zentek, now AGC, discovered a unique graphite deposit of hydrothermal origin on the Property. The Albany graphite deposit is located in the Superior Province of the Canadian Shield, at the terrane boundary between the Quetico Subprovince to the north and the Marmion Subprovince to the south.
•The epigenetic deposit contains a large volume of highly crystalline, fluid-deposited graphite within an igneous host. Graphite occurs both in the matrix, as disseminated crystals, clotted to radiating crystal aggregates and veins, and along crystal boundaries and as small veins within the breccia fragments. The deposit is interpreted as a vent pipe breccia that formed from carbon dioxide (CO2)-rich fluids that evolved due to pressure-related degassing of syenites of the Albany Alkalic Complex.
•Diamond drilling has outlined two graphite mineralized breccia pipes with three-dimensional continuity, and size and grades that can potentially be exploited economically.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 1-8 |
•AGC's protocols for drilling, sampling, analysis, security, and database management meet industry accepted practices. The drill hole database was verified by the QPs and is suitable for Mineral Resource estimation work.
•SLR estimated Mineral Resources for the Albany graphite deposit using drill hole data available as of April 30, 2023. The Mineral Resource estimate is based on a potential combined open pit and underground mining scenario. SLR estimates Indicated Mineral Resources to total 22.9 million tonnes (Mt) at an average grade of 4.1% Cg, containing 933,000 tonnes of Cg. In addition, Inferred Mineral Resources are estimated to total 13.1 Mt at an average grade of 2.9% Cg, containing 375,000 tonnes of Cg.
oIn order to demonstrate Reasonable Prospects of Eventual Economic Extraction (RPEEE), open pit Mineral Resources were reported within an optimized Whittle pit shell at a cut-off grade of 1.22% Cg and UG Mineral Resources were reported within underground resource reporting shapes, satisfying the minimum mining size and continuity criteria, and using a cut-off grade of 1.76% Cg.
oAll of the Indicated Mineral Resources are estimated as open pit resources constrained by the Whittle pit shell.
oInferred Mineral Resources include 3.4 Mt Open Pit (OP) resources at an average grade of 2.5% Cg, containing 87,000 tonnes of Cg constrained by a Whittle pit shell, and 9.7 Mt of Underground (UG) resources below the pit shell at an average grade of 3.0% Cg, containing 288,000 tonnes of Cg.
•There are no Mineral Reserves estimated on the Property.
•The QPs are not aware of any environmental, permitting, legal, title, taxation, socio-economic, marketing, political, or other relevant factors that could materially affect the Mineral Resource estimate.
1.2.2Metallurgical Testing and Mineral Processing
•Test work was conducted to support a PEA that was completed in 2015; the test work was carried out primarily at SGS Canada Inc. (SGS) in Lakefield, Ontario.
•Metallurgical test results at a bench scale level have demonstrated the following:
oGraphite concentrate can be produced via flotation targeting 88.6% graphitic carbon (Cg) and 84.54% recovery.
oGraphite concentrate was purified to yield a final graphite product grading 99.94% Cg and 89.13% recovery, for an overall recovery from flotation and purification of 75.40%. However, it is important to note that the test work conducted was limited, i.e., these results are only indicative and based on a limited number of samples.
•The metallurgical test work focused on achieving product purity and optimization of the process. The target product purity (>99.95% Cg) was achieved in one of the tests, but the same purity was not achieved during later optimization test work. This indicates that further improvements in optimization, process design, performance, and cost estimation are to be expected with advanced levels of study.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 1-9 |
•The metallurgical response of the deposit has been evaluated using two composite samples (East Pipe and West Pipe) for flotation testing and using a homogenized mixture of flotation concentrates produced from East and West pipe samples for purification testing.
1.3Recommendations
The SLR QPs offer the following recommendations by area:
1.3.1Geology and Mineral Resources
1.Review the expected values for the Certified Resource Materials used for the quality control and quality assurance program.
2.For drill core duplicates, submit two half core samples instead of quarter core.
1.3.2Metallurgical Testing and Mineral Processing
1.Conduct additional metallurgical testing with the following objectives:
oFurther optimize the purification process and demonstrate that the target purity of >99.95% can be consistently achieved.
oConfirm laboratory results, specifically related to regrinding, liquid-solid separation, reagent consumption, and thickening of products (concentrate and tails) for six stages of cleaner flotation.
oComplete analysis and characterization of process wastes.
oAssess corrosion risks related to the purification process.
oReview deposit variability.
1.3.3Proposed Budget
SLR recommends a two phase budget of C$5.83 million to advance the Albany graphite deposit (Table 1-2). Phase 2 is not contingent on Phase 1. The proposed work program includes the following items:
Phase 1 (2023):
•Perimeter Survey for Lease Blocks
Phase 2
•A marketing study
•Continued battery and metallurgical test work
•Various social and environmental baseline studies
Table 1-2:Proposed Budget
Albany Graphite Corp. - Albany Graphite Project
Item | C$ 000 |
Phase 1 | |
Perimeter Survey for Lease Blocks | 375 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 1-10 |
Item | C$ 000 |
Phase 2 | |
Metallurgical and Battery Test Work | 1,375 |
Community Engagement | 200 |
Environmental Baseline Studies (second year of baseline study) and Permitting | 1,400 |
Hydrogeology/Water Balance Study (pump test) | 500 |
Geotechnical Drilling and Analysis | 950 |
Contingency 10% | 530 |
Total | 5,830 |
1.4Technical Summary
1.4.1Property Description and Location
Zentek, now AGC, originally held a group of claim blocks (the Property) located in a large area of twenty townships north of Lake Superior and west of James Bay, Canada, within the Porcupine Mining District of northern Ontario, Canada. The claim blocks were originally staked under an agreement between Cliffs Natural Resources Exploration Canada Inc. (CNRECI), an affiliate of Cliffs Natural Resources Inc. (Cliffs), and Eveleigh Geological Consulting Inc. (EGC) to explore for copper-nickel-platinum group metal (PGM) mineralization. The claim blocks were all located north of the Trans-Canada Highway (Highway 11).
This Technical Report covers a group of claims known as the Albany Claims, which contains the Albany graphite deposit and is 100% owned by AGC. The Property has a total of 521 claim units, for a total area of 9,760 ha, and is subject to two NSR royalties as described in the following subsection. Most claims making up the Property are located in the Pitopiko River Area (G-1706), with the westernmost claims located in the Feagan Lake Area (G-1691). The Town of Hearst is situated approximately 65 km to the southeast of Albany claim block.
All claims are in good standing until 2026, including the claims that host the Albany graphite deposit.
1.4.2Royalties, History of Ownership, and Agreement with Cliffs
In November 2012, Zentek reached an agreement with Cliffs and acquired 100% ownership of Claim Block 4F. Pursuant to the terms of the transaction, Zentek and Cliffs agreed to the following with respect to Claim Block 4F:
•Zentek issued to Cliffs (or its designated affiliate) a total of 1,250,000 Zentek shares as follows: (i) 500,000 shares upon signing the agreement (completed); (ii) 250,000 shares to be issued upon completion of a Pre-Feasibility Study; and (iii) 500,000 shares to be issued upon completion of a Feasibility Study; and
•Zentek granted to Cliffs an NSR royalty of 0.75% on Claim Block 4F, of which 0.5% can be purchased at any time for C$500,000.
There is an additional 2% NSR royalty on the Property that was granted to EGC, of which 1.0% can be purchased at any time for C$1,000,000. This royalty was part of the original 2009 Project Agreement between CNRECI and EGC, which subsequently became a part of the 2010 Amended Albany Option and Joint Venture Agreement between Albany, Cliffs, CNRECI, and EGC. AGC is currently reviewing all historic agreements related to the Albany Graphite Property (Claim Block 4F), especially with respect to potential future royalty payments.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 1-11 |
1.4.3First Nation Agreement
The Project claim block is located in Constance Lake First Nations' (CLFN) Traditional Territory. On July 18, 2012, Zentek (now AGC) and CLFN announced that they had signed an Exploration Agreement for a mutually beneficial and co-operative relationship regarding exploration and pre-feasibility activities on the Project. Among other things, CLFN will participate in an implementation committee and receive, along with certain other First Nation communities, preferential opportunities for employment and contracting. Zentek also agreed to contribute to a social fund for the benefit of CLFN children, youth, and elders, which was completed in 2012 and 2013.
Zentek and CLFN signed an Implementation Agreement (IA) in March 2021. The IA sets out the governance, roles, responsibilities, and activities for establishing the Project Partnership Structure (PPS) to advance the Albany Graphite development (Development) and the relationship between Zentek and CLFN. The IA will create a working committee drawn from members of CLFN and Zentek (now AGC) to engage around matters related to project development, including considerations such as environmental assessment, provincial and federal government liaison, community benefits, traditional knowledge, informed consent, economic development, jobs, human capital, and ultimately, the impact of the Development.
1.4.4Existing Infrastructure
There is currently no permanent infrastructure on the Property. An all-weather logging road runs within approximately five kilometres of the graphite deposit - access from that point is via winter road. The Project is near the communities of Constance Lake First Nation and Hearst. For private charter flights, the nearest airport is in Hearst, approximately one hour away by road. For regularly scheduled commercial flights, the Timmins airport is approximately four hours away by road.
A power transmission line and a natural gas pipeline run along the Trans-Canada Highway, 30 km south of the Project. An active rail line is located 70 km away via road, while the abandoned Ontario Northland Railway passes to the south within 26 km.
1.4.5History
The Project claims were staked by CNRECI during the late summer and fall of 2009, followed by additional staking in the winter and spring of 2010. The Project claims cover sections of ground that are reported to have been explored by eight exploration companies, exploring for commodities other than graphite: Nagagami River Prospecting Syndicate, Algoma Ore Properties Ltd. (Algoma), Satellite Metal Mines Limited, Keevil Mining, Cedam Limited, Shell Canada Explorations Limited (Shell Canada), East-West Resource Corporation, and Gowest Amalgamated Resources Limited.
The majority of the Project claim blocks have not been previously explored.
Limited historical exploration within the Property included mostly geophysical surveys and drilling. Airborne magnetic and electromagnetic (EM) surveys identified a number of magnetic anomalies and electromagnetic conductors, verified by ground surveys and drilling. A total of three drill holes were completed at the Property by previous owners Algoma and Shell Canada, which confirmed the results of the geophysical surveys, however, did not intersect any mineralization. Algoma concluded that mineralization could possibly be associated with other parts of the structure and recommended that the Property be referred to other companies interested in intrusive structures.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 1-12 |
There are no historical mineral resource estimates known for the Property.
1.4.6Geology and Mineralization
The Property area is covered by a layer of overburden averaging 44 m, and there are no surface exposures of bedrock. Consequently, no surface geological mapping has been reported for the area and interpretation of the Precambrian geology is based mainly on available re-processed aeromagnetic data and limited drill hole information. The results provide a general framework of interpreted supracrustal belts, plutonic subdivisions, major faults, and Proterozoic mafic dykes.
The Albany graphite deposit Is hosted within gneissic to unfoliated syenite, granite, diorite, and monzonite of the Albany Alkalic Complex. The rocks of the complex are crosscut by younger dykes, ranging from felsic to mafic in composition. The Precambrian basement rocks are overlain with Paleozoic limestone and are overprinted by graphite near the margins of the graphite breccia pipes.
Preliminary petrography indicates that the graphite-hosting breccias range in composition from diorite to granite and are generally described as "syenite". Graphite occurs both in the matrix, as disseminated crystals, clotted to radiating crystal aggregates and veins and along crystal boundaries, and as small veins within the breccia fragments. In addition to graphite, the matrix consists primarily of quartz, alkali feldspar, and plagioclase feldspar with minor phlogopite and amphibole and trace amounts of pyrite-pyrrhotite and magnetite.
1.4.7Exploration Status
Zentek, now AGC, commenced exploration on the claim blocks in 2010. Geotech airborne electromagnetic (EM) surveys identified 22 targets for follow-up modelling and drill testing, two (Victor and Uniform) situated on Claim Block 4F. Drilling at the Uniform target led to the discovery of the Albany graphite deposit.
In 2013, a Crone surface time-domain EM (TDEM) survey was conducted on the Property targeting the drill-confirmed East and West graphitic breccia pipes that were initially identified in the 2010 airborne survey. The TDEM ground survey appears to have outlined the lateral extent of the two graphite breccia pipes, although the boundary of the model is considered roughly approximate.
As of April 30, 2023, the effective date of the current Mineral Resource estimate, AGC had drilled 65 holes totalling 26,284 m on the deposit, all of which were used to estimate resources.
1.4.8Mineral Resources
SLR estimated Mineral Resources for the Albany graphite deposit with an effective date of April 30, 2023 (Table 1-3). The Mineral Resource estimate is based on a potential combined open pit and underground mining scenario.
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Table 1-3:Mineral Resource Estimate - April 30, 2023
Albany Graphite Corp. - Albany Graphite Project
Cut-off Grade | Tonnage | Grade | Contained Graphitic Carbon | |
(% Cg) | (Mt) | (% Cg) | (t Cg) | |
OP | ||||
Indicated | 1.22 | 22.9 | 4.07 | 933,000 |
Inferred | 1.22 | 3.4 | 2.55 | 87,000 |
UG | ||||
Indicated | ||||
Inferred | 1.76 | 9.7 | 2.98 | 288,000 |
Total Indicated | 1.22 | 22.9 | 4.07 | 933,000 |
Total Inferred | Variable | 13.1 | 2.87 | 375,000 |
Notes:
1.CIM (2014) definitions were followed for Mineral Resources.
2.Cg - graphitic carbon
3.Mineral Resources are estimated using a long-term price of US$8,000 per tonne Cg, and an exchange rate of US$0.75= C$1.00.
4.Bulk density is 2.62 t/m3 and 2.61 t/m3 for West pipe domains 20 and 21 and 2.59 t/m3 and 2.63 t/m3 for East pipe domains 10 and 14.
5.Open pit Mineral Resources are constrained by a pit-shell generated in Whittle software above a cut-off grade of 1.22% Cg.
6.Underground Mineral Resources are constrained within underground reporting shapes to demonstrate Reasonable Prospects for Eventual Economic Extraction and reported above a cut-off grade of 1.76% Cg.
7.Numbers may not add due to rounding.
Mineral Reserves have not yet been estimated for the Albany graphite deposit.
1.4.9Mineral Processing and Metallurgical Testing
Development test work that forms the basis of the conceptual flowsheet was carried out at SGS in Lakefield, Ontario. The test work programs used representative mineralized samples from the Albany graphite deposit. The test work was completed in three different campaigns during the 2013 to 2019 period.
The conceptual beneficiation flowsheet tested included flotation to produce a concentrate, followed by purification to produce a graphite product containing a minimum of 99.95% Cg.
The primary steps in beneficiation include crushing, grinding, and concentration by flotation. The primary steps in purification include alkaline treatment (a caustic soda (NaOH) leaching stage before and after a low temperature (350oC) baking stage, followed by a mild hydrochloric acid (HCl) leach to produce a purified graphite product. The graphite product will be filtered, washed, dried, and bagged for sale and transportation to market.
The average graphite purity and recovery achieved in various stages of metallurgical testing during the 2013 to 2015 test work are presented in Table 1-4.
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Table 1-4:Graphite Purity and Recovery (2013 to 2015)
Albany Graphite Corp. - Albany Graphite Project
Flotation |
Stage 1 |
Stage 2 |
Stage 3 |
Purification |
Process | |
Purity, % Cg | 88.60 | 97.96 | 99.27 | 99.94 | 99.94 | 99.94 |
% Recovery | 84.54 | 91.43 | 90.18 | 99.90 | 89.13 | 75.40 |
A test work program focused on graphite concentrate purification was undertaken in 2018, with the objective of investigating the alternatives to the alkaline baking process developed under the baseline purification test work program. This program looked at caustic pressure leach (ZPL) and acid pressure leach (ZHL). The results indicated that a purity of 97.6% was achieved via the ZPL method and 99.8% for the ZHL method.
In 2019, another test work program was conducted to further examine the process developed during the 2018 program. This program included a series of six locked cycles of caustic pressure leaching (ZPL) and acid leaching with caustic regeneration and acid neutralisation followed by acidic fluoride leaching (ZHL) with acid neutralisation. The results indicated that a purity of 97.8% for ZPL and 99.6% for ZHL method could be achieved.
During 2013 to 2015 test work, a product purity of 99.9% Cg, which was the target at the time, was achieved. The same purity was not achieved with the 2018 and 2019 test work campaigns. The 2018 and 2019 test work demonstrated that 99.6% purity can be achieved under locked cycle environment, but further test work is required to reach the current target (>99.95%) purity levels.
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2.0INTRODUCTION
SLR Consulting (Canada) Ltd. (SLR) was retained by Albany Graphite Corp. (AGC), a wholly owned subsidiary of Zentek Ltd. (Zentek), to prepare an independent Technical Report on the Albany Graphite Project (the Project or the Property), located in northern Ontario, Canada. The purpose of this report is to support the execution of a property purchase agreement (the Agreement) and the listing of AGC on a Canadian stock exchange, and to update the Mineral Resource estimate on the Property. This Technical Report conforms to National Instrument 43-101 Standards of Disclosure for Mineral Projects (NI 43-101). SLR visited the Project in 2013 and most recently on March 15, 2023.
Roscoe Postle Associates Inc. (RPA), a predecessor company to SLR, has previously completed a Preliminary Economic Assessment (PEA) on the Project in 2015 (RPA, 2015).
The Company was incorporated in Ontario, Canada, as 1774119 Ontario Limited on July 29, 2008. Pursuant to Articles of Amendment dated November 24, 2009, the Company changed its name to Zenyatta Ventures Ltd. On January 16, 2019, the Company filed Articles of Amendment changing its name from "Zenyatta Ventures Ltd." To "ZEN Graphene Solutions Ltd." On October 27, 2021 (effective October 28, 2021), the Company filed Articles of Amendment changing its name from "ZEN Graphene Solutions Ltd." to "Zentek Ltd."
The Project is located west of the communities of Constance Lake First Nation and Hearst, Ontario, within 30 km of the Trans-Canada Highway, close to established infrastructure including roads, rail, power transmission lines, and a natural gas pipeline. This Technical Report covers the Albany claim block, which includes the Albany graphite deposit.
2.1Sources of Information
A site visit was carried out Marie-Christine Gosselin, P.Geo., SLR Project Geologist on March 15, 2023.
Discussions were held with Mr. Peter Wood, P.Eng., P.Geo., Vice President, Development, Albany Graphite Corp, and Vice President, Special Projects, Zentek Ltd.
The Qualified Persons (QP) for this Technical Report are Ms. Gosselin, Katharine Masun, P.Geo., SLR Principal Geologist, and Arun Vathavooran, CEng FIMMM, SLR Consultant Metallurgist. All authors of this Technical Report are independent QPs as defined in NI 43-101. Table 2-1 lists the QPs and their responsibilities for this Technical Report.
Table 2-1: Qualified Persons and Responsibilities
Albany Graphite Corp. - Albany Graphite Project
QP, Designation, Title | Responsibility by Section |
Marie-Christine Gosselin, P.Geo., Project Geologist | 1.2.1, 1.3.1, 2 to 12, 14, 25.1, and 26.1 |
Katharine Masun, P.Geo., Principal Geologist | 1.1, 1.2.1, 1.3.1, 1.3.3, 2 to 12, 14, 25.1, and 26.1 |
Arun Vathavooran, CEng FIMMM, Consultant Metallurgist | 1.2.2, 1.3.2, 13, 25.2, and 26.2 |
The documentation reviewed, and other sources of information, are listed at the end of this report in Section 27 References.
SLR, formerly RPA, previously completed a site visit to the Project in 2013.
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2.2List of Abbreviations
Units of measurement used in this report conform to the metric system. All currency in this report are expressed in US dollars (US$) unless otherwise noted.
µ | micron | km2 | square kilometre |
µg | microgram | km/h | kilometre per hour |
a | annum | kPa | kilopascal |
A | ampere | kW | kilowatt |
°C | degree Celsius | kWh | kilowatt-hour |
C$ | Canadian dollars | L | litre |
Cg | graphitic carbon | lb | pound |
Ct | total carbon | L/s | litres per second |
cm | centimetre | m | metre |
cm2 | square centimetre | M | mega (million); molar |
d | day | m2 | square metre |
dia | diameter | m3 | cubic metre |
dmt | dry metric tonne | MASL | metres above sea level |
dwt | dead-weight ton | Ma | million years (ago) |
°F | degree Fahrenheit | m3/h | cubic metres per hour |
ft | foot | mi | mile |
ft2 | square foot | min | minute |
ft3 | cubic foot | m | micrometre |
ft/s | foot per second | mm | millimetre |
g | gram | oz | Troy ounce (31.1035g) |
G | giga (billion) | ppb | part per billion |
g/L | gram per litre | ppm | part per million |
g/t | gram per tonne | RL | relative elevation |
gr/ft3 | grain per cubic foot | s | second |
gr/m3 | grain per cubic metre | t | metric tonne |
ha | hectare | tpa | metric tonne per year |
hr | hour | tpd | metric tonne per day |
Hz | hertz | US$ | United States dollar |
in. | inch | W | watt |
in2 | square inch | wmt | wet metric tonne |
J | joule | wt% | weight percent |
k | kilo (thousand) | yd3 | cubic yard |
kg | kilogram | yr | year |
km | kilometre |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
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2.3List of Acronyms
Ai | abrasion index |
ZHL | acid pressure leach |
ATV | Acoustic Televiewer |
AAC | Albany Alkalic Complex |
APS | azimuth pointing system |
BWi | ball mill work index |
ZPL | caustic pressure leach |
CRM | Certified Reference Material |
CSPG | coated spherical purified graphite |
CWi | crushing work index |
EP | East Pipe |
EM | electromagnetic |
HF | hydrofluoric acid |
IA | Implementation Agreement |
IR | infra-red |
MOU | Memorandum of Understanding |
MLAS | Mining Lands Administration System |
NI 43-101 | National Instrument 43-101 Standards of Disclosure for Mineral Projects |
OP | open pit |
QA | quality assurance |
QC | quality control |
PGM | platinum group metals |
PEA | Preliminary Economic Assessment |
PPS | Project Partnership Structure |
RPEEE | Reasonable Prospects of Eventual Economic Extraction |
RPD | Relative Percent Difference |
RCD | reverse circulation drill |
RQD | rock quality designation |
RWi | rod mill work index |
SAG | semi-autogenous grinding |
SD | standard deviation |
TDEM | time-domain electromagnetic |
UG | underground |
VTEM | versatile time domain electromagnetic |
WP | West Pipe |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
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3.0RELIANCE ON OTHER EXPERTS
This Technical Report has been prepared by SLR for AGC. The information, conclusions, opinions, and estimates contained herein are based on:
•Information available to SLR at the time of preparation of this Technical Report.
•Assumptions, conditions, and qualifications as set forth in this Technical Report.
For the purpose of this Technical Report, SLR has relied on ownership information provided by Zentek (now AGC). The QPs have not researched property title or mineral rights for the Project and expresses no opinion as to the ownership status of the property. The QP checked the status of the mining claims of the Project, available online through the Mining Lands Administration System (MLAS) Map Viewer and found the claims to be in good standing. The data was retrieved on June 9, 2023.
Except for the purposes legislated under provincial securities laws, any use of this Technical Report by any third party is at that party's sole risk.
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4.0PROPERTY DESCRIPTION AND LOCATION
4.1Location
The Project is located north of Lake Superior and southwest of James Bay, Canada, within the Porcupine Mining District of northern Ontario, Canada (Figure 4-1). Figure 4-2 shows a detailed location map, with the Project shown west of the communities of Constance Lake First Nation and Hearst, Ontario, and within 30 km of the Trans-Canada Highway (Highway 11). The Town of Hearst is situated approximately 65 km to the southeast of Albany claim block.
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Figure 4-1:Location Map
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Figure 4-2: Detailed Location Map
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4.2Land Tenure
Zentek, now AGC, originally held a group of claim blocks located in a large area of twenty townships north of Lake Superior and west of James Bay, Canada, within the Porcupine Mining District of northern Ontario, Canada. The claim blocks were originally staked under an agreement between Cliffs Natural Resources Exploration Canada Inc. (CNRECI), an affiliate of Cliffs Natural Resources Inc. (Cliffs), and Eveleigh Geological Consulting Inc. (EGC) to explore for copper, nickel, and platinum group metals (Cu-Ni-PGM) mineralization. At the time of Zentek's Initial Public Offering in December 2010, the Albany Project claims were 25% owned by and 75% owned by CNRECI, as defined by the 2010 Amended Albany Option and Joint Venture Agreement. The majority of the claims were staked during the summer and fall of 2009, followed by additional staking in the winter and spring of 2010.
This Technical Report covers the Albany Graphite Project (the Project), which contains the Albany graphite deposit and is 100% owned by AGC. The Albany Graphite Project was previously known as Block 4F. It is the only remaining claim block that made up the Albany Project, and includes a total of 521 claim units, for a total area of 9,760 ha. In April 2023, Zentek executed a property purchase agreement with its wholly owned subsidiary AGC to transfer the Albany Graphite Project (the Project or the Property) (Zentek, 2023).
The Project consists of 521 claims (461 Single Cell Mining Claims and 60 Boundary Cell Mining Claims) as summarized in Table 30-1 of Appendix 1. The claim block on which the Project is located is referred to as the Albany claims. The claims were staked between March to June 2010. All claims are in good standing until 2026 and there are sufficient reserves to meet assessment work requirements for an additional 36 years. The land tenure position is illustrated in Figure 4-3.
SLR is not aware of any environmental liabilities on the Property. AGC has advised that all required access agreements, consents, and permits to conduct the work completed to date on the Property are in hand. SLR is not aware of any significant factors and risks outside of normal approvals processes that may affect continued access, title, or the right or ability to perform the proposed pre-feasibility stage work program on the Property.
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Figure 4-3: Map of Albany Project Claims
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4.3Royalties, History of Ownership, and Agreement with Cliffs
In November 2012, Zentek (now AGC) reached an agreement with CNRECI and acquired 100% ownership of the Albany Graphite Project claim block. Before this date and according to the agreement, Zentek had already exercised its right to acquire an 80% interest in the Property by spending a total of $10 million on exploration on the larger group of Albany Project claims. After acquiring Cliffs' remaining 20% interest in the Project, Albany then held a 100% interest. According to the terms of the transaction, Zentek and Cliffs agreed to the following concerning the Albany Graphite Project claims:
•Zentek agreed to issue Cliffs (or its designated affiliate) a total of 1,250,000 Zentek shares as follows: (i) 500,000 shares upon signing the agreement (completed); (ii) 250,000 shares issued upon completion of a pre-feasibility study; and (iii) 500,000 shares issued upon completion of a feasibility study; and
•Zentek also granted Cliffs a 0.75% NSR royalty on the Project, of which 0.5% could be purchased at any time for C$500,000.
There is an additional underlying 2% NSR royalty on the Albany Graphite Project granted to EGC, of which 1.0% could be purchased at any time for C$1,000,000. This royalty was part of the original 2009 Project Agreement between CNRECI and EGC, which subsequently became a part of the 2010 Amended Albany Option and Joint Venture Agreement between Zentek, Cliffs, CNRECI, and EGC.
AGC is currently reviewing all historic agreements related to the Albany Graphite Property (Claim Block 4F) especially with respect to potential future royalty payments.
4.4Agreements with Constance Lake First Nation
The Albany Graphite Project is located in Constance Lake First Nation's (CLFN) Traditional Territory. On July 18, 2012, Zentek (now AGC) and CLFN signed an Exploration Agreement for a mutually beneficial and co-operative relationship regarding the exploration and pre-feasibility activities on the Project.
Subsequently, in September 2018, Zentek and CLFN signed a Memorandum of Understanding (MOU) to create a project partnership structure supporting the development of the Albany Graphite Project. The MOU reflects the transition of the Project from the exploration to the development stage. The original 2011 Exploration Agreement has continued to be in effect until a formal agreement on a new project partnership structure is in place. The new agreement provides for more flexibility to accommodate alternative business models for the Project as it progresses. Under this agreement, both parties committed to creating a project partnership that will provide for the following:
Shared governance, decision-making, and support for community engagement for the Project
Shared objectives and expectations for the Project
Shared economic expectations and benefits for the Project
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Pursuant to the July 13, 2011, Exploration Agreement, the July 19, 2018, Memorandum of Understanding and subsequent September 24, 2018, amendment, both parties signed an Implementation Agreement (IA) in March 2021. The IA sets out the governance, roles, responsibilities, and activities for establishing the Project Partnership Structure (PPS) to advance the Albany Graphite development (Development) and the relationship between AGC and CLFN. The IA will create a working committee drawn from members of CLFN and AGC to engage around matters related to project development, including considerations such as environmental assessment, provincial and federal government liaison, community benefits, traditional knowledge, informed consent, economic development, jobs, human capital, and ultimately, the impact of the Development.
AGC and CLFN will continue working towards completing a formal agreement defining the future PPS and accelerating the project development.
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5.0ACCESSIBILITY, CLIMATE, LOCAL RESOURCES, INFRASTRUCTURE AND PHYSIOGRAPHY
The following section has been slightly modified from Carey (2012).
5.1Accessibility
The Property is approximately 30 km to the north of the Trans-Canada Highway (Highway 11), however, current access to most of the Property is best achieved via helicopter in the summer and forestry access roads/winter road during the winter. Access via helicopter minimizes damage to the forest and/or vegetation. Boat or canoe access can also be used along the Nagagami River in the central area of the Property. Old forestry logging roads reach the southeast boundary of the Property, leading to several old ATV (all-terrain vehicle) trails through previously harvested forests just east of the Nagagami River. The winter access trail joins the end of the all-weather forestry road to the drill site, and it can be reached by travelling northwards up the Pitopiko Road from the Trans-Canada Highway.
5.2Climate
Most of the region has a continental climate with warm to hot summers (June to August; 25°C to 35°C) and cold winters (December to March, -10°C to -30°C with lows down to -45°C). Annual precipitation ranges from 600 mm to 900 mm.
Lakes and swamps are typically frozen and suitable for diamond drilling from December to April. Exploration can take place year-round with minor breaks during the spring thaw and winter freeze-up. Mining operations can take place all year round.
5.3Local Resources
The town of Hearst (population approximately 5,000), located approximately 50 km to the southeast of the Project, has many facilities to keep an exploration camp well supplied. These include hotels, restaurants, a hospital, hardware stores, gas stations, a mining supply store, and an airport. Float plane and helicopter services are also available in Hearst. Mining personnel, equipment, and supplies can also be accessed from Timmins, a major mining and exploration centre located approximately 260 km by road southeast of Hearst.
5.4Infrastructure
There is currently no permanent infrastructure on the Property. Logging roads run to within approximately five kilometres of the graphite deposit; access from the closest logging road to the exploration area is via winter road. The Project is near the communities of Constance Lake First Nation and Hearst. The nearest airport is in Hearst, approximately one hour by car. The Timmins airport with scheduled flights is approximately four hours away by road.
A power transmission line and a natural gas pipeline run along the Trans-Canada Highway, 30 km south of the Project. A rail line is located 70 km away.
The Project is in the advanced-exploration stages of the exploration and development cycle. It is considered to have sufficient area for a potential future mining operation; however, appropriate surface rights will need to be secured from the government. Sources of water, grid power, mining personnel, potential tailings storage areas, potential waste disposal areas, and potential processing plant sites are all available on or near the Property.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
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5.5Physiography
The Project is located within the Hudson Bay-James Bay Lowlands, a vast wetland where the topography is essentially flat, low-lying, and swampy. Overburden is thick, averaging 44 m in the project area with little or no outcrop exposure. Paleozoic limestone cover rocks are exposed along the banks of the Nagagami River. The Nagagami River flows north to the east of the project area with several meandering tributaries flowing in from the east and west. Vegetation is dominated by wetlands with some areas of spruce and alder trees, and cedar swamps. Spruce and alder trees are also abundant along the banks of the Nagagami River and other smaller rivers.
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6.0HISTORY
6.1Prior Ownership
The Albany Graphite Project is located within the larger Albany Project, which originally consisted of 28 claim blocks and covered large amounts of ground, a majority of which were staked by staked under an agreement between Cliffs Natural Resources Exploration Canada Inc. (CNRECI), an affiliate of Cliffs Natural Resources Inc. (Cliffs), and Eveleigh Geological Consulting Inc. (EGC) to explore for copper, nickel, and platinum group metals (Cu-Ni-PGM) mineralization during the late summer and fall of 2009, followed by additional staking in the winter and spring of 2010. The claims covered sections of ground that are reported to have been previously explored by eight exploration companies: Nagagami River Prospecting Syndicate, Algoma Ore Properties Ltd., Satellite Metal Mines Limited, Keevil Mining, Cedam Limited, Shell Canada Explorations Limited, East-West Resource Corporation, and Gowest Amalgamated Resources Limited.
The areas were initially selected by EGC for their potential to host Cu-Ni-PGM mineralization based on geophysical information from Ontario Geological Survey (OGS) airborne magnetic maps, the geological interpretation (Stott, 2008) of these maps, and additional geological and geophysical data from historical exploration reports provided by Ontario Ministry of Northern Development and Mining (MNDM). Historical exploration work has been limited in this area of the James Bay Lowlands and mostly consists of geophysical surveys and diamond drill projects.
At the time of Zentek's Initial Public Offering in December 2010, the Albany Project claims were 25% owned by Zentek and 75% owned by CNRECI, as defined by the 2010 Amended Albany Option and Joint Venture Agreement. In November 2012, Zentek reached an agreement with CNRECI and acquired 100% ownership of the Albany Graphite Project claim block, also known as Claim Block 4F, which comprises a total of 521 claims.
On April 24, 2023, Zentek announced an agreement to transfer the Albany Graphite Project to subsidiary Albany Graphite Corp.
The following section presents information related to prior ownership, exploration, development, and past production of Claim Block 4F, and is summarized from Geotech (2010) and Carey (2012).
6.2Exploration and Development History
Most of the claim blocks had not been previously explored. Historical exploration on a very small number of the claims was minor as the Archean basement terrane is covered with thick glacial till that blankets Paleozoic limestone cover rocks. There is no outcrop exposure on the claim blocks and any targeted mineralization can only be observed from drill core. Table 6-1 summarizes exploration conducted on the Property and Table 6-2 includes detailed location information on historical drilling.
Table 6-1:Summary of Exploration
Albany Graphite Corp. - Albany Graphite Project
Year | Company | Type of Work | Summary Result |
1959 | Nagagami River Prospecting Syndicate | A ground magnetic and electromagnetic (EM) survey initiated in the Feagan Lake/Pitopiko River Township area by Koulomzine and Brossard Ltd. The survey was not fully completed because of an early spring breakup. |
Results showed three magnetic anomalies defining basement geology contacts and several lenticular-shaped electromagnetic conductors. |
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Year | Company | Type of Work | Summary Result |
1961 | Algoma Ore Properties Ltd. | Aeromagnetic survey flown in the Nagagami River and Pitopiko Township area. | The survey outlined a horseshoe-shaped anomaly which was ground confirmed in the same year. Led to further exploration in 1963. |
1963 | Algoma Ore Properties Ltd. | Airborne magnetometer survey flown in the Nagagami River area by Hunting Survey Corp. | The survey results indicated two large low intensity circular shaped anomalies (Anomalies #1 and #2), underlying the Paleozoic limestone. Interpretation suggested that the anomalies were caused by a complex syenitic to gabbroic intrusion. Anomaly #2 was reportedly near the northern boundary of the Property and thought to potentially be associated with an alkaline and carbonatite complex, hosting columbium (Cb2O5) and other rare earth elements (REEs). Algoma recommended follow-up work to include a ground magnetometer survey over the anomalies and a diamond drill program (Venn, 1964). |
1964-1967 | Algoma Ore Properties Ltd. |
Exploration in the Nagagami River area. |
Assay results on the radioactive core samples indicated Cb2O5 content of 0.02% to 0.04%. Drilling intersected coarse syenite rock with 3-5% magnetite. |
1978 | Shell Canada Explorations Ltd. | Initiated a diamond drill program in the area based on airborne survey results. | A single hole, DDH 7609-78-1, was drilled within the Project and intersected "graphitic syenite breccia". Drill log is available from MNDM, but an accompanying report was not submitted. |
1999 | Ontario Geological Survey | Aeromagnetic geophysical maps released for the Hudson Bay and James Bay Lowlands areas, Geophysical Data Set 1036 | Regional aeromagnetic survey data available for Claim Block 4F. |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
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Year | Company | Type of Work | Summary Result |
2008 | Ontario Geological Survey | Precambrian Geology Map P.3599 published: Hudson Bay and James Bay Lowlands Region Interpreted from Aeromagnetic Data, G.M. Stott, 2007-2008. | Interpretation of regional aeromagnetic survey data available for Claim Block 4F. |
Table 6-2:Historical Drilling
Albany Graphite Corp. - Albany Graphite Project
Year | Company | Drill Hole ID | NTS2 | Datum | UTM-East | UTM-North |
1964 | Algoma Ore Properties Ltd.1 | DDH‐8‐64 | 42K01 | NAD 83 | 685,792 | 5,551,132 |
1964 | Algoma Ore Properties Ltd.1 | DDH‐9‐64 | 42K01 | NAD 83 | 685,237 | 5,550,906 |
1978 | Shell Canada Explorations Ltd.1 | 7609‐78‐1 | 42K01 | NAD 83 | 682,954 | 5,545,616 |
Note:
1.Approximate location of drill hole collar
2.National Topographic System
6.3Historical Resource Estimates
There have been no resource estimates prepared by previous owners.
6.4Past Production
There has been no known production from the Property up to the effective date of this report.
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7.0GEOLOGICAL SETTING AND MINERALIZATION
7.1Regional Geology
The claims were staked based on geological information acquired from OGS Map P3599, Precambrian Geology of the Hudson Bay and James Bay Lowlands Region. Stott et al. (2007) interpreted the regional tectonic subdivisions and mapped the claim blocks as part of the English River Basins, the Marmion Terrane, and the Quetico Basins of the Superior Province of the Canadian Shield (Figure 7-1). Based on the interpretation of Sage (1988), it appears that the Nagagami Alkalic Rock Complex underlies most of the Property.
The following is a summary of the major rock units in the area, as cited in Geotech (2010):
The relatively flat-lying Hudson Bay and James Bay Lowlands consist mostly of carbonate rocks of Paleozoic to Mesozoic age. These sedimentary rocks cover a significant portion of the Precambrian rocks of northern Ontario and, therefore, have impeded the understanding of the Precambrian geology and the tectonic framework across this region of Ontario. The region's Precambrian geology is based mainly on available re-processed aeromagnetic data and limited drill hole information. The results provide a general framework of interpreted supracrustal belts, plutonic subdivisions, major faults, and Proterozoic mafic dykes (Figure 7-1). The Quetico Subprovince is an east-northeast trending, 10 km to 100 km wide by 1,200 km long belt of variably metamorphosed and deformed clastic metasedimentary rocks and granitoids located in the west-central part of the Superior Province. The metamorphic grade varies from greenschist to amphibolite to local granulite facies. The metasedimentary rocks were deposited before 2,696 Ma. The Quetico intrusions near Atikokan are typically small (<1 km2) and form sills, plugs, and small stocks composed of a variety of lithologies, mainly wehrlites, clinopyroxenites, hornblendites, monzodiorites, syenites, foidites, and silicocarbonatites. They are locally enriched in Ni-Cu and platinum group elements (Vaillancourt et al., 2003).
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Figure 7-1:Regional Geology Map
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7.1.1.1The English River Subprovince
The English River Subprovince is an east-trending 30 km to 100 km wide by 650 km long belt of metasedimentary and granitoid rocks located in the west-central Superior Province. The metasedimentary rocks contain detrital zircons as young as 2698 Ma and the granitoid rocks range between 2.65 and 2.70 Ga (Vaillancourt et al., 2003).
7.1.1.2Marmion Terrane/Subprovince
This terrane consists predominately of metamorphosed felsic intrusive rocks. The 3.0 to 2.7 billion year old rocks are interpreted as an assemblage of continental fragments. These rocks were once also interpreted as part of the Western Wabigoon and Winnipeg River terranes.
7.1.1.3Nagagami Alkalic Rock Complex
Limited data and observations obtained from drill logs and drill core, together with aeromagnetic data, suggest that the Nagagami River Alkalic Rock Complex (NRARC) is composed of two ring-shaped subcomplexes with more mafic rims and more leucocratic cores. Aeromagnetic data interpretation may indicate that the northern subcomplex is cut by the southern subcomplex, indicating the southern subcomplex is younger. The middle-to-late Precambrian diabase dykes, which are characterized by linear northwest-trending aeromagnetic patterns, do not crosscut the aeromagnetic signature of the NRARC. This indicates that the complex is younger than the regional diabase dyke swarm. Sage (1988) concluded that this observation, together with the fresh and unmetamorphosed nature of the rock point to a Late Precambrian age, is equivalent to the dominant period of alkali magmatism in Ontario. Regional structural controls on the emplacement of the subcomplexes have not been unambiguously identified, but the NRARC lies on trend with the extension of the northeast-striking Gravel River Fault.
The dominant rock type is an amphibole-pyroxene syenite which varies from fine to coarse-grained, and locally displays a trachytoidal texture. A coarse-grained nepheline-bearing phase appears restricted to the southern subcomplex. A very coarse-grained pegmatitic phase and a minor granite phase have also been identified. Petrographic analysis indicates that the NRARC has strong similarities to the pyroxene- bearing syenites of the Port Coldwell Alkalic Rock Complex.
Based on the fact that the intrusion underwent unsuccessful testing for iron and niobium in 1964 by the Algoma Ore Properties Division of Algoma Steel Corporation, it was previously recommended that future exploration of the complex should be directed towards the type of mineralization found in equivalent syenitic rocks of the Port Coldwell Alkalic Rock Complex.
7.1.1.4Albany Alkalic Rock Complex
The Albany Alkalic Complex (AAC), which hosts the graphitic breccia pipes, occurs to the south of the two Nagagami Alkalic sub-complexes (Conly, 2014b). This intrusion appears to be crosscut by the northwest-trending middle-to-late Precambrian diabase dykes suggesting that it predates the dyke swarm. Initial work by Dr. Conly indicates that the AAC "syenite" corresponds to a range of quartz-poor to moderate quartz-bearing felsic rocks that are albite dominant. All drilling by Zentek (now AGC) focused on the immediate area which hosts the graphite deposit. The limits of the intrusion are based on geophysical interpretation.
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The Albany graphite deposit is centred on the Property (Figure 7-2). The area is covered by a layer of overburden (ranging from 28 m to 55 m thick, averaging 44 m) and there are no surface exposures of bedrock. Consequently, no surface geological mapping projects are reported for the area.
Precambrian rocks in the southern section of the Property primarily comprise paragneissic and migmatitic metasedimentary rocks, and mafic rocks together with related intrusive rocks of the Quetico Subprovince (Stott, 2007). The northern section of the Property is underlain by metamorphosed tonalite to granodiorite, foliated to gneissic with minor supracrustal inclusions of the Marmion Terrane/Subprovince. Both subprovinces have been intruded with a younger alkalic intrusive suite made up of alkalic syenite, ijolite, and associated mafic and ultramafic rocks and carbonatite (Stott, 2007).
Precambrian basement rocks are unconformably overlain by Paleozoic limestone, and drilling on the Property by Zentek (now AGC) suggests that thicknesses can range from zero metres to greater than 15 m. The Albany graphite deposit is hosted within gneissic to unfoliated syenite, granite, diorite, and monzonite (Albany Alkalic Complex) that are crosscut by younger dykes, ranging from felsic to mafic in composition. The basement rocks are overprinted by graphite near the margins of the graphite breccia pipes.
A dominant rock type that was intersected in many drill holes is a late, massive, crosscutting, barren sill which, based on petrography, has been classified as an olivine-aegirine alkali syenite (James, 2013). Based on current drill information, the sill dips shallowly to the southeast at 10° to 15° and likely emanates from a northwest-trending dyke that is located on the southwest side of the West Pipe and was intersected at the top of hole Z12-4F02. The sill ranges in thickness from approximately 55 m in the vicinity of the West Pipe and then appears to narrow and bifurcate towards the East Pipe with thicknesses of 12 m and 28 m. James (2013) suggests that the peralkaline nature of the samples is consistent with the apparent rift-type magmatic environment from which they originated. An association with silica-undersaturated silicate rocks, such as nepheline syenites and carbonatite, is to be expected as these types of associations are recognized in a continental rift setting.
Interestingly, Conly and Moore (2015) have identified an unmineralized porphyritic, hypabyssal subvolcanic monzodiorite/foid (nepheline) monzodiorite, which appears to have intruded along the margins of the West Pipe and postulate that it may have played a critical role in the formation of the graphite deposit. This unit was logged as a porphyritic intermediate dyke.
7.1.2Overburden
The Project is on the edge of glacial Lake Barlow-Ojibway, a prehistoric lake formed during the retreat of the last glaciation 8,500 years ago. The former lakebed features varved sediments that have presented challenges to mining, as encountered at Agrium Inc.'s Kapuskasing Phosphate Mine to the southeast of the Project, however, Zentek (now AGC) did not observe any clay while drilling through the overburden during the 2013 drill program.
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Figure 7-2: Property Geology Map
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7.2Mineralization
Preliminary petrography indicates that the graphite-hosting breccias range in composition from diorite to granite and are generally described as "syenite". Graphite occurs both in the matrix, as disseminated crystals, clotted to radiating crystal aggregates and veins and along crystal boundaries, and as small veins within the breccia fragments. In addition to graphite, the matrix consists primarily of quartz, alkali feldspar, and plagioclase feldspar with minor phlogopite and amphibole and trace amounts of pyrite-pyrrhotite and magnetite. Alteration is minor and is most pronounced as a paleo-weathering profile in the upper 20 m of the breccia pipes where bleaching and late, carbonate-filled fractures are common. The stockwork graphitic veins can be several centimetres wide while the veinlets and hairline fractures are millimetre and submillimetre scale. Breccia fragments are dominantly massive to weakly foliated AAC syenite (>95%) with minor to trace chlorite-biotite-rich schist fragments, and mafic to intermediate dyke fragments. Occasional solid graphite fragments and rare altered fragments of unknown origin were also observed. Breccia fragments are angular to subangular to subrounded and range in size from subcentimetre to approximately one metre, most being between three and thirty centimetres. Dyke and graphite fragments range from one centimetre to five centimetres.
Representative core photographs of key features of the Albany graphite mineralization are provided in Figure 7-3.
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Description of the photographs (Conly, 2014a):
A.Weathering-related alteration of brecciated and carbonate-veined syenite just below the unconformity with the overlying Paleozoic carbonate rocks (Z12-4F2, West Pipe).
B.Carbonate veining in weakly to moderately brecciated syenite with weak graphite overprint (Z13-4F10, East Pipe). Sample is taken just below the highly weathered zone.
C.Graphite veining in barren syenite (Z12-4F6, West Pipe).
D.Aplite dyke cross-cutting moderately brecciated syenite with weak to moderate graphite overprint of syenite fragments (Z12-4F9, East Pipe).
E.Typical angular breccia texture of graphite mineralization (Z12-4F10, East Pipe).
F.Rounded syenite breccia fragments indicating more extensive mechanic erosion due to turbulent flow within the vent complex (Z12-4F3, West Pipe).
G.Laminated graphite intercalated with finely milled fragments (Z13-4F51, West Pipe). The laminated texture is interpreted to be the result of flow banding.
H.Highly altered syenite breccia with weak to no graphite mineralization (Z13-4F26, West Pipe). This style of alteration occurs at depth and is not associated with weathering-related alteration observed at the top of the breccia pipes.
I.Graphite mineralized breccia fragment partially rimmed by pyrite-pyrrhotite in a graphite and milled silicate matrix (Z13-4F26, West Pipe).
Figure 7-3:Core Photographs of Albany Graphite Mineralization
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8.0DEPOSIT TYPES
The Midcontinent Rift is a known deep seated structural environment that hosts a number of significant mineral deposits around Lake Superior that are related to multi-phased mafic-ultramafic-alkaline complexes. One of these complexes, called the Nagagami River Alkaline Ring Complex, shows similarities to the Midcontinent Rift-related Coldwell Complex on the north shore of Lake Superior and hosts copper- platinum group element mineralization. Rifting environments around the world are host to many large mineral deposits due to a tapping of the copper-nickel rich mantle by way of the structural conduits and traps for metal transport and deposit. Whilst exploring for Cu-Ni-PGM mineralization in the region of the Nagagami River Alkaline Ring Complex, Zentek (now AGC) discovered a large graphite deposit when it tested a very large conductive body on one of its claim blocks.
Most economic geologists and geophysicists are familiar with graphite as a nuisance in geophysical exploration due to its excellent electric conductivity that produces an identical geophysical response to that of targeted massive sulphide mineralization. Syngenetic graphite (flake or amorphous) commonly occurs in metasedimentary rocks as a result of the conversion of organic matter through regional or contact metamorphism. Graphitization of organic matter is well understood, however, the heating and compression of organic matter in situ is only one of the ways in which graphite is produced in nature. The epigenetic (hydrothermal) graphite type forms as a result of the precipitation of solid carbon (i.e., graphite) from natural carbon-fluids such as those containing carbon dioxide (CO2), carbon monoxide (CO), and/or methane (CH4).
There are three different processes leading to the formation of economic graphite deposits (Harben and Kuzvart, 1996), which are simplified and summarized below:
1.Contact metamorphism of coal deposits. Graphite formed under these conditions is characterized by incomplete structural ordering and crystallization, resulting in low value "amorphous" graphite with its main market in foundry applications.
2.Syngenetic flake graphite deposits. The formation of these deposits involves the alteration of carbonaceous organic matter to graphite during regional metamorphism.
3.Epigenetic graphite deposits. The formation of these deposits is associated with migrating supercritical carbon-bearing (C-O-H) fluids or fluid-rich magmas. The formation of the carbon-bearing fluids is most often a consequence of high temperature (granulite facies) metamorphism, but magmatic degassing can also produce graphite.
The Albany graphite deposit is a globally unique example of an epigenetic graphite deposit in which a large volume of highly crystalline, fluid-deposited graphite occurs within an igneous host. The deposit is interpreted as a vent pipe breccia that formed from CO2-rich fluids that evolved due to pressure-related degassing of syenites of the Albany Alkalic Complex and is described in the following subsections (Conly, 2014a; Conly, 2014b; Conly and Moore, 2015).
8.1Stage 1 - Emplacement of Host Syenites Forming the Albany Alkalic Complex
Emplacement of the Albany breccia pipes is estimated to be Mesoproterozoic to Neoproterozoic, based on crosscutting relationship with the Paleoproterozoic Matachewan and Hearst quartz diabase dyke swarms and Mesoproterozoic Sudbury olivine tholeiite dyke swarm. Magma emplacement may also be structurally controlled by the Gravel River Fault, which in part defines the southern margin AAC and separates the Marmion Terrane (to the north) and the Quetico Subprovince (to the south).
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8.2Stage 2 - Fluid Generation and Breccia Pipe Development
The two breccia pipes formed as a result of a degassing magma, resulting in segregation of a CO2-bearing fluid, occurred in response to depressurization of the magma at mid to shallow crustal levels, and accumulation of CO2 at the top of the ascending dyke. Possible sources for the carbon include: i) generation of primary CO2-rich syenite; and ii) assimilation of carbonaceous Quetico metasedimentary rock by syenitic magmas. The co-existence of angular to rounded breccia fragments is evidence of mixing of juvenile fragments with earlier entrained material, which has been subject to a greater extent of mechanical erosion due to rapid and turbulent upflow of the CO2-fluid.
8.3Stage 3 - Graphite Deposition
Graphite deposition likely occurred rapidly due to the sudden depressurization and quenching (from supercritical fluid to gas) of the CO2-fluid which, in turn, is due to the dyke head breaking the surface and venting CO2 gas. Surface venting is evidenced from the extent of the graphite breccias to the unconformity with the overlying Paleozoic rock. Such rapid depressurization would have also imploded the walls of the vent complex; it is consistent with the higher proportion of angular syenite fragments relative to rounded syenite fragments and fragments of Archean country rock, and with localized production of xenoliths with minimal transport. Rapid deposition of graphite inferred from its fine-crystal size (laths typically 100 µm to 300 µm long) and high abundances of discrete crystals and fine crystal aggregates. Coinciding with the changes in pressure, a rapid decrease in temperature would have inhibited growth of coarser crystalline graphite and led to the crystallizing of the degassing syenite magma at depth.
8.4Stage 4 - Post-Mineralization Magmatic and Erosional Events
Post-mineralization magmatic and erosional events include the following (listed in temporal succession):
•Emplacement of late-stage barren olivine-aegirine syenite sills
•Intrusion of aplite and other felsic dykes
•Erosion of upper levels of the AAC and supergene alteration
•Deposition of Paleozoic carbonate rocks and Quaternary glacial sediments
The Albany graphite deposit model is shown in Figure 8-1.
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Figure 8-1: Albany Graphite Deposit Model
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9.0EXPLORATION
Zentek (now AGC) commenced exploration on the Albany Project claim blocks in 2010. All prior exploration conducted by other companies and government agencies is summarized in Section 6. Zentek was targeting nickel, copper, and PGM on the claim blocks, prior to the discovery of extensive graphite mineralization on Claim Block 4F.
9.12010
As part of a staged approach, preliminary exploration began in March 2010 with a helicopter borne versatile time domain electromagnetic (VTEM) and aeromagnetic (cesium magnetometer) geophysical survey flown by Geotech Ltd. (Geotech) of Aurora, Ontario, over the 28 claim blocks. Ancillary equipment included a GPS navigation system and a radar altimeter.
The survey operations were based out of the Town of Hearst. In-field data quality assurance and preliminary processing were carried out on a daily basis during the acquisition phase. Preliminary and final data processing, including generation of final digital data and map products, was undertaken from the office of Geotech in Aurora, Ontario.
The VTEM system has the highest signal to noise ratio of any airborne electromagnetic (EM) system resulting in the deepest possible depth of investigation. This technology enabled a more effective means to explore the Albany claim blocks, where thick glacial overburden and iron-deficient shallow marine carbonate/clastic sediments cover prospective geological and structural settings within the underlying Archean basement terrane. Furthermore, processing of the VTEM data allowed for the derivation of multiple products used collectively in identifying priority targets for follow-up work.
The field portion of the survey commenced on March 17, 2010, and ended on May 19, 2010, with lines flown in a north-south direction using 150 m line spacing. The survey covered an area of 2,485 km2 and totalled approximately 9,450 line km over 28 claim blocks. A final survey report was prepared by Geotech (Geotech, 2010) describing the procedures for data acquisition, processing, final image presentation, and the specifications for the digital data set. EM time-constant (Tau) and magnetic derivative analyses were performed and Geotech provided Zentek with a list of EM anomalies.
Results of this survey were used to identify several high priority geophysical EM targets for follow-up drilling, commencing in 2011. A total of 22 EM and magnetic targets were identified for follow-up modelling and drill testing on the Albany Project, two of which (Victor and Uniform) were situated on the Project (Figure 9-1). Drilling at the Uniform target led to the discovery of the Albany graphite deposit. Inversion modelling analyses, both 2D and 3D, and magnetic derivative analysis were recommended prior to ground follow-up and drill testing.
9.22011 and 2012
Excluding drilling, which is described in Section 10, no exploration work was conducted on the Property in 2011-2012.
9.32013
Crone Geophysics & Exploration Ltd. (Crone) was contracted by Zentek to perform surface time-domain EM (TDEM) surveys on the Project during February and March 2013. Crone targeted the drill-confirmed East and West graphitic breccia pipes that were initially identified in Geotech's 2010 airborne VTEM survey. Crone anticipated that surface TDEM surveys could be influenced by the top, presumably flat edge of the pipe as well as any of the vertical faces if the pipe had a significant depth extent. The survey design incorporated both an in-loop mode (Loop 1) to couple with the top, flat edge of the body and an out-of-loop mode (Loop 2) to couple with the steeply dipping edges (Crone, 2013).
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The processed data from Loop 1 showed two separate isolated response patterns, apparently the result of two separate breccia pipes (Figure 9-2). The response pattern of the in-loop surveys is dominated by the top edge of these conductive sources and in the modelling results, excellent fits were obtained with the assumption of these being due to thin units. Bodies of varying thicknesses were utilized as well, but gave little appreciable difference in the modelling studies, suggesting the response patterns were indeed dominated by the relatively flat-lying tops of these bodies.
Overall, the modelled plates from Loop 1 and Loop 2 provided a robust model for targeting purposes. After drilling the first few holes, it was concluded that the channel 22 contoured plan map of the TDEM data provided a close correspondence to the actual outline of the breccia pipes for drill planning purposes (Legault et al., 2015).
Subsequent to Loop 1, Loop 2 was positioned with the loop located just north of the conductive features/breccia pipe identified from TDEM results. This loop was positioned to provide optimal coupling with any near vertical or steeply dipping edges. As with Loop 1, the Loop 2 results suggest the presence of two isolated bodies.
Crone completed numerical modelling on Loop 1 and 2 datasets. The results provided excellent fits with the observed data.
The TDEM ground survey appears to have outlined the lateral extent of two graphite breccia pipes (inferred from previous drilling results), although the boundary of the model is considered roughly approximate. The Western anomalous zone (West Pipe) is characterized by a rough circular response pattern with a slight elongation in the northeast-southwest direction and the Eastern anomalous zone (East Pipe) is characterized by an ovoid shaped source with its long axis oriented in a north-northwest-south-southeast sense.
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Figure 9-1: Map of VTEM Targets on Albany Claim Block
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Figure 9-2: Map of Ground TDEM Survey Results
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10.0DRILLING
10.12012-2013 Diamond Drill Hole Programs
From 2011 to 2013 Zentek (now AGC) drilled 63 diamond drill holes totalling 25,991 m in the deposit area (Table 10-1). Three metallurgical holes that were drilled on the West Pipe and were excluded from the previous Mineral Resource estimate have been incorporated into the current update. The drill hole collar locations and hole traces are shown in Figure 10-1.
Table 10-1:Summary of Drill Core Drilling
Albany Graphite Corp. - Albany Graphite Project
Pipe | Year | Number of Holes |
Total Length |
No. of Assay |
East | 2011 | 0 | 0 | 0 |
2012 | 4 | 1,295 | 584 | |
2013 | 27 | 10,968 | 9132 | |
Total | 31 | 12,263 | 9,716 | |
West | 2011 | 1 | 543 | 380 |
2012 | 4 | 1,690 | 804 | |
2013 | 27 | 11,495 | 9,402 | |
Total | 32 | 13,728 | 10,586 |
Drilling was contracted to Chibougamau Diamond Drilling Ltd. (Chibougamau) of Chibougamau, Quebec. At the time of SLR's site visit in July 2013, Chibougamau was operating one drill on the Project, however, later added a second rig in August 2013 to drill holes required for metallurgical testwork.
Diamond drill holes were collared using NQ (47.6 mm core diameter) equipment for the 57 resource drill holes and HQ (63.5 mm core diameter) for the six metallurgical drill holes. Most collar locations were surveyed using a Reflex North Finder Azimuth Pointing System (APS) and reported in the coordinate system UTM Zone 16 NAD 83. The orientation of the drill collar was measured using the APS and downhole orientations were monitored using a Reflex multishot instrument with most readings taken at three metre intervals.
A Zentek geologist was at the drill to end each hole. Once the hole was completed, all casings were left in place, capped, and the collar was identified with labelled pickets. Drill core was delivered via helicopter to the core shack twice daily at crew change.
At the West Pipe, most holes we drilled to either the northwest or southeast, with dips ranging from -50° to -75°. Drill sections were spaced at 40 m to 50 m along strike, with intercepts on each section averaging 70 m apart down dip. At the East Pipe, most holes were drilled to either the northeast or southwest, with dips ranging from -48° to -78°. Drill sections were spaced at 40 m to 50 m along strike, with intercepts on each section averaging 60 m apart down dip. Holes drilled for metallurgical purposes, on both the East and West pipes, were angled at -85°. Drill hole recoveries are mostly greater than 99%.
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The QPs have not identified any drilling, sampling, or core recovery issues that could materially affect the accuracy or reliability of the core samples.
10.1.1Drill Hole Targeting and Results
All holes drilled in the deposit area intersected graphitic carbon (Cg) mineralization. A list of select drill hole intercepts are listed in Table 10-2. The resource modelling method used by SLR manages the relationship between core length and true thickness. A detailed description of the grade, thickness, depth, and general geometry of the pipes is provided in Section 14 under Geological Interpretation.
The initial phase (Phase I) of drilling began in February 2011 and was completed on December 17, 2011. Twenty-six drill holes were completed, totalling approximately 10,000 m, and tested 21 targets identified by Geotech's VTEM survey. In September, drill hole Z11-4F1 (543 m) tested a strong, large airborne EM conductor measuring 1,400 m by 800 m on the Project located in what is now referred to as the West Pipe. The hole intersected eight separate and extensive breccia zones consisting of variably sized granitic clasts set in a black matrix containing graphite.
In 2012, Zentek drilled between March and June. Eight holes were completed, Z12-4F2 through Z12-4F9, for a total of 2,985 m of drilling. The Phase II drill holes were designed to test EM conductors/graphite mineralization within the brecciated graphitic zone, and to determine the extent of the graphite mineralization. The drill holes delineated two discrete bodies associated with the EM anomalies: the West Pipe and the East Pipe. Four drill holes targeted the West Pipe, and four drill holes targeted the East Pipe.
Based on the results of metallurgical testing, Zentek commenced a third drilling program in March 2013. Drilling was focused on defining the size and grade of the graphite deposit, expanding on the 2012 drilling campaign. Drilling helped define and constrain both pipes. The drill program ran between March and November, with 54 drill holes completed, Z13-4F10 through Z13-4F57, and six metallurgical drill holes, Z13-4FM01 through Z13-4FM06, for a total of 22,463 m of drilling.
Table 10-2:Select Drill Hole Intersections
Albany Graphite Corp. - Albany Graphite Project
Pipe | Hole ID | From (m) | To (m) | Length (m) | Grade (Cg%) |
West | Z13-4F39 | 63.22 | 294.00 | 230.78 | 3.63 |
West | Z13-4F41 | 64.05 | 304.90 | 240.85 | 3.15 |
West | Z13-4F50 | 80.36 | 239.71 | 159.35 | 3.59 |
West | Z13-4F55 | 67.87 | 264.15 | 196.28 | 2.81 |
West | Z13-4F46 | 72.01 | 296.00 | 223.99 | 2.35 |
West | Z13-4F32 | 115.00 | 302.97 | 187.97 | 2.76 |
West | Z13-4F57 | 106.80 | 345.00 | 238.20 | 2.11 |
West | Z13-4F30 | 62.77 | 198.85 | 136.08 | 3.33 |
West | Z13-4F40 | 82.00 | 234.00 | 152.00 | 2.97 |
West | Z13-4F49 | 64.00 | 203.64 | 139.64 | 3.11 |
West | Z13-4F26 | 100.57 | 226.07 | 125.50 | 3.32 |
West | Z13-4F54 | 64.82 | 281.00 | 216.18 | 1.80 |
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Pipe | Hole ID | From (m) | To (m) | Length (m) | Grade (Cg%) |
West | Z13-4F34 | 166.00 | 306.15 | 140.15 | 2.54 |
West | Z13-4F29 | 59.90 | 186.85 | 126.95 | 2.69 |
West | Z13-4F33 | 155.62 | 320.23 | 164.61 | 1.93 |
West | Z11-4F1 | 329.90 | 542.92 | 213.02 | 1.47 |
West | Z13-4FM03 | 48.96 | 490.57 | 441.61 | 3.82 |
West | Z13-4FM04 | 46.78 | 465.00 | 418.22 | 4.05 |
West | Z13-4FM05 | 49.19 | 448.50 | 399.31 | 2.02 |
West | Z13-4FM06 | 50.23 | 489.32 | 439.10 | 2.28 |
East | Z13-4F45 | 55.48 | 330.25 | 274.77 | 5.85 |
East | Z13-4F10 | 48.34 | 341.56 | 293.22 | 5.37 |
East | Z13-4FM03 | 46.78 | 307.00 | 260.22 | 5.36 |
East | Z13-4FM01 | 45.59 | 304.33 | 258.74 | 5.40 |
East | Z13-4FM02 | 48.97 | 301.64 | 252.67 | 5.27 |
East | Z13-4F43 | 62.06 | 231.00 | 168.94 | 6.98 |
East | Z12-4F5 | 47.82 | 214.30 | 166.48 | 6.44 |
East | Z13-4F13 | 147.53 | 315.00 | 167.47 | 5.57 |
East | Z13-4F14 | 185.85 | 374.75 | 188.90 | 4.64 |
East | Z12-4F9 | 168.60 | 326.49 | 157.89 | 5.14 |
East | Z13-4F28 | 94.59 | 209.80 | 115.21 | 6.93 |
East | Z13-4F12 | 123.89 | 240.20 | 116.31 | 6.39 |
East | Z13-4F22 | 90.10 | 187.30 | 97.20 | 6.49 |
East | Z13-4F11 | 395.09 | 596.04 | 200.95 | 3.00 |
East | Z13-4F25 | 61.76 | 164.36 | 102.60 | 5.48 |
East | Z13-4F15 | 172.00 | 256.74 | 84.74 | 6.48 |
East | Z13-4FM01 | 45.59 | 512.22 | 466.63 | 4.45 |
East | Z13-4FM02 | 512.22 | 525.34 | 13.12 | 0.04 |
East | Z19-4FM07 | 47.64 | 447.00 | 399.36 | 2.05 |
East | Z19-4FM08 | 46.88 | 157.90 | 111.02 | 6.49 |
10.1.2Downhole Probing
In late 2013, Zentek contracted DGI Geoscience Inc. (DGI) to survey seven boreholes (Z13-4F14, -4F16, -4F17, -4F18, -4F26, -4F27, and -4F34) with three probes: an Acoustic Televiewer (ATV), a Focused Density probe, and a Full Waveform Sonic probe. Two of the seven holes (Z13-4F18 and Z13-4F34) were also surveyed for magnetic susceptibility, inductive conductivity, apparent resistivity, natural gamma, and fluid temperature. A total of 3,192 m was logged. Results were provided as strip logs and Wulff stereoplots. Density and rock quality designation (RQD) data correlated well with Zentek's drill logs.
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10.1.3Reconnaissance Drilling
In 2013, Zentek also drilled two reconnaissance drill holes on Block 4F to test two weaker conductive zones which were defined by the 2010 VTEM survey. No graphite was intersected, and the EM conductors were most likely explained by zones of disseminated pyrrhotite and/or by zones of massive pyrrhotite mineralization (Carey, 2014).
10.22019 Bulk Sample Program
Zentek completed a bulk sample drill program on the Project in 2019 to provide additional information to support the grade and continuity of the East Pipe and metallurgical and product development testwork. Zentek contracted the drill program to Les Forages LBM Inc. and the program provided a 111 t bulk sample from two 24-inch percussive reverse circulation drill (RCD) holes.
A total of six bulk sample holes, each 300 m in length, were planned for the 2019 program with five on the East Pipe and one on the West Pipe; however, the drill encountered a water-filled fracture system which drastically slowed the progress of the drill and only two holes were partially completed (Z19-4FM07 and Z19-4FM08). A total of 123 samples were submitted for assay (graphitic carbon, % Cg) of which six were field duplicate samples, eight were blanks, and 13 were Zentek's Certified Reference Material (CRM or standards).
A summary of the drilling and drill hole intercepts are listed in Table 10-3 and Table 10-4, respectively.
Table 10-3:Summary of Bulk Sample Drilling
Albany Graphite Corp. - Albany Graphite Project
Pipe | Year | Number of Holes |
Total Length |
No. of Assay |
East | 2019 | 2 | 292.1 | 123 |
Notes:
1.Includes resource assays, blanks, duplicates, and CRMs.
Table 10-4:Select Bulk Sample Drill Hole Intersections
Albany Graphite Corp. - Albany Graphite Project
Pipe | Hole ID | From (m) | To (m) | Length (m) | Grade (Cg%) |
East | Z19-4FM07 | 44.81 | 157.89 | 113.08 | 6.46 |
East | Z19-4FM08 | 44.81 | 134.11 | 89.31 | 5.92 |
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Figure 10-1:Drill Hole Plan Map
Replace with PDF
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11.0SAMPLE PREPARATION, ANALYSES, AND SECURITY
AGC uses industry standard sample preparation, analysis, data management, and security procedures. A total of 22,448 samples, including quality control (QC) samples from drill holes Z11-4F1 to Z13-4F57 and metallurgical holes Z13-4FM01 to Z13-4FM06, were submitted to ALS Group (ALS), an independent laboratory. ALS has ISO 9001:2008 and ISO 17025 Accreditation as per the Standards Council of Canada at all its global laboratories. In addition, 27 QC samples were submitted as part of the 2019 bulk sampling program to ALS.
In summary, the QPs concur with the suitability of the samples taken, the security of the storage and shipping procedures, the sample preparation, analytical procedures used, and data management practices.
11.1Diamond Drill Hole Programs
11.1.1Sampling Method and Approach
Drill core was delivered twice daily via helicopter to AGC's core logging facility located at the Eagle's Earth camp on Highway 11. Prior to sampling, the drill core was logged into an Xlogger software database. Lithological names were standardized, and drop-down menus used to reduce data input errors. Core boxes were labelled with aluminum tags showing the drill hole number, box number, and from-to metres and photos of the core are taken with a digital camera. A Zentek geologist marked the sample intervals in the core box.
Most drill core was sampled using one metre intervals. Less than 10% was sampled at greater than 1.5 m. A four-part sample book was used. All core samples were identified with a unique sample identification (ID) number tag: two sample tags were inserted in the plastic bag with the split core, one sample tag was affixed within the core box at the start of the sample run, and one remained in the sample book. The sample ID number was also written on the outside of each sealed sample bag with a permanent marker. The sample bags were zip tied and placed in groups of ten in larger rice bags. The rice bags were also sealed before being transported to the ALS facility in Thunder Bay, Ontario, by Zentek company employees. Shipping information was recorded and stored digitally.
Once the sampling was completed, both the sampled and unsampled core was stored sequentially in core racks at AGC's core handling facility.
11.1.2Density Sampling
In order to determine density values for typical lithologies and mineralization styles, specific gravity measurements were carried out by ALS (Thunder Bay) on pre-selected assay samples in 2013. Following specialty assay procedure OA-GRA08, ALS removed a representative piece of drill core from the sample prior to crushing. The method is based on Archimedes Principle. DGI's in situ density measurements which were collected by the Focused Density downhole probe (see section 10.1.2) are in close agreement with the ALS density measurements and no bias was observed.
11.1.3Sample Preparation
ALS received the samples, verified them against the shipping documents, and logged them into their tracking system.
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Preparation was carried out under ALS protocol PREP-31B. Each bagged core sample was dried, crushed to better than 70% passing 2 mm, and a 1,000 g split of the crushed material was pulverized to better than 85% passing 75 µm for assaying. Samples from the high-grade graphite breccia were noted on the sample submittal sheet and ALS cleaned the crushers and pulverizers with barren material after every sample to avoid contamination. Prior to June 3, 2013, ALS shipped the sample pulps to their laboratory in Brisbane, Australia, for assay. After June 3, 2013, the sample pulps were shipped to the ALS laboratory in North Vancouver, British Columbia, for assay.
11.1.4Sample Analysis
Samples were analyzed for graphitic carbon (Cg) using ALS protocol C-IR18. A 0.1 g sample was leached with dilute hydrochloric acid to remove inorganic carbon (carbonate). After filtering, washing, and drying, the remaining sample residue was roasted at 425°C to remove any organic carbon. The roasted residue was finally analyzed for graphitic carbon using a high temperature LECO furnace with infra-red (IR) detection. Sulphur dioxide released from the sample was also measured by IR detection and the total sulphur (S) result was provided following ALS protocol S-IR 08.
The drill core samples taken in 2011 and 2012 from holes Z11-4F1, Z12-4F2, and Z12-4F3 were shipped to Activation Laboratories Ltd. (Actlabs), an independent laboratory in Thunder Bay, for preparation and analysis for total carbon by combustion and IR analysis (Actlabs protocol 4F-C). In 2013, the sample pulps, some reject material, and split core were re-assayed by ALS for graphitic carbon and sulphur, and the database was updated accordingly.
11.1.5Quality Assurance and Quality Control
Quality assurance (QA) consists of evidence to demonstrate that the assay data has precision and accuracy within generally accepted limits for the sampling and analytical method(s) used to have confidence in future resource estimations. Quality control (QC) consists of procedures used to ensure that an adequate level of quality is maintained in the process of sampling, preparing, and assaying the exploration drilling samples. In general, QA/QC programs are designed to prevent or detect contamination and allow assaying (analytical) precision (repeatability) and accuracy to be quantified. In addition, a QA/QC program can disclose the overall sampling - assaying variability of the sampling method itself.
AGC's QA/QC program exceeds industry standards. From an early stage, Zentek (now AGC) implemented a comprehensive QC program that includes blanks, certified reference materials (CRMs), duplicates, and check samples. Moreover, a QA monitoring system is used to detect failed batches and identify samples and/or sample batches for follow-up and reanalysis.
11.1.5.1Certified Reference Material
Results of the regular submission of Certified Reference Materials (CRMs) are used to identify problems with specific sample batches and long-term biases associated with the regular assay laboratory. Zentek prepared custom in-house standards using graphite mineralized material from the 2012 drill program. Four different custom CRMs were prepared by CDN Resource Laboratories Ltd. in Langley, British Columbia and certified for both graphitic carbon and sulphur: ZEN-1, ZEN-2, ZEN-3, and ZEN-4.
Table 11-1 lists the mean and standard deviation for each CRM. A total of 1,177 CRMs were inserted with the 20,728 regular drill core assay samples submitted by Zentek (now AGC) to ALS, for a rate of approximately 1 in 18 samples.
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Table 11-1:Expected Values for Custom CRMs
Albany Graphite Corp. - Albany Graphite Project
CRM ID | Cg (%) | S (%) | ||
Mean | SD | Mean | SD | |
ZEN-1 | 0.91 | 0.045 | 0.316 | 0.025 |
ZEN-2 | 3.13 | 0.125 | 0.374 | 0.018 |
ZEN-3 | 7.42 | 0.415 | 0.305 | 0.017 |
ZEN-4 | 14.12 | 0.99 | 0.306 | 0.016 |
A QC failure for a CRM was defined as an assay that fell outside three standard deviations (±3SD) or ±10% of the expected value. The CRM assay results are illustrated in Figure 11-1 and data are summarized in Table 11-2.
Figure 11-1:Certified Reference Material Results for Drill Hole Programs
Table 11-2:Summary of CRM Results for Drill Hole Programs
Albany Graphite Corp. - Albany Graphite Project
CRM | No. | Expected Cg (%) | Observed Cg (%) |
% of | Mislabels | ||
Average | SD | Average | SD | ||||
ZEN-1 | 503 | 0.91 | 0.045 | 0.96 | 0.04 | 105.2 | 4 |
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CRM | No. | Expected Cg (%) | Observed Cg (%) |
% of | Mislabels | ||
Average | SD | Average | SD | ||||
ZEN-2 | 277 | 3.13 | 0.125 | 3.18 | 0.10 | 101.5 | 7 |
ZEN-3 | 256 | 7.42 | 0.415 | 7.72 | 0.21 | 104.0 | 1 |
ZEN-4 | 141 | 14.12 | 0.99 | 15.08 | 0.38 | 106.8 | 2 |
Total | 1,177 | 104.21 | 14 |
Notes:
1.Weighted average
Fourteen cases were identified where either the CRM code was recorded incorrectly or there was a sample mix-up with an adjacent sample. Two CRM samples (representing <1% of the submitted CRMs) were identified as QC failures based on sulphur (S) results. As S is of secondary interest and has not been estimated into the block model, Zentek chose not to re-assay results based on these failures.
Figure 11-1 and Table 11-2 suggest that results may be biased high for three of the four CRMs. Additional discussion on this potential bias is provided below in the subsection titled Assay Check Samples. Overall, the average results are generally within ±10% or ±3SD and the QPs consider the CRM results acceptable but strongly recommends that the expected values for the in-house CRMs be re-evaluated prior to the next drilling campaign. A review of the round robin of the project specific CRM samples by the QPs suggest that numerous outliers/failures were included in the calculation of the "accepted mean" and standard deviation. The outliers had a low bias that was most evident in higher grade CRMs (i.e., ZEN-3 and ZEN-4) resulting in a lower "accepted mean". In the QPs' opinion, this contributes to the apparent high bias observed in the CRM results.
11.1.5.2Blanks
Contamination and sample numbering errors are assessed through blank samples, on which the presence of the elements undergoing analysis has been confirmed to be below the corresponding detection limit. A significant level of contamination is identified when the blank sample yields values exceeding 0.2% Cg, which is ten times detection limit of 0.02% Cg. The matrix of the blank sample should be similar to the matrix of the material being routinely analyzed.
A blank consisting of coarse-grained granite was purchased from Analytical Solutions Ltd., Toronto, Ontario. A total of 1,147 blanks were submitted with the 20,728 regular drill core assay samples for an insertion rate of about 5.5%, or approximately 1 in 18 samples. Blank assay results are plotted in Figure 11-2, and statistics are listed in Table 11-3. Based on these results, there is no evidence of systematic sample contamination.
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Figure 11-2:Blank Results for Drill Hole Programs
Table 11-3:Summary of Blank Results for Drill Hole Programs
Albany Graphite Corp. - Albany Graphite Project
Criteria | Cg (%) | S (%) |
No. of Cases | 1,147 | 1,147 |
Minimum | 0.010 | 0.030 |
Maximum | 0.200 | 0.170 |
Arithmetic Mean | 0.031 | 0.110 |
Standard Deviation | 0.026 | 0.020 |
No. of Mislabelled Samples | 1 | 1 |
No. of Failures | 2 | 1 |
11.1.5.3Duplicates
Field duplicates assess the variability introduced by sampling the same drill core interval. The duplicate splits are bagged separately with separate sample numbers so as to be blind to the sample preparation laboratory. The duplicates contain all levels of sampling and analytical error and are used to calculate field, sample preparation, and analytical precision. They are also a check on possible sample over selection, that is, the sampler has either purposely or inadvertently sampled the drill core so as to preferentially place visible mineralization in the sample bag sent for analysis.
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Coarse duplicates (or coarse reject duplicates) are duplicate samples taken immediately after the first crushing and splitting step. At Zentek's request, the coarse duplicates pairs were created by splitting the crushed sample in two equal parts. The coarse duplicates will inform about the subsampling precision, that is, they report the errors due to sample size reduction after crushing, and the errors associated with weighing and analysis of the pulp. In order to ensure repeatability conditions, both the original and the coarse duplicate samples should be submitted to the primary laboratory, in the same sample batch and under a different sample number, so that pulverization and assaying follow the same procedure.
Pulp duplicates consist of second splits of final prepared pulverized samples, analyzed by the same laboratory as the original samples under different sample numbers. The pulp duplicates are indicators of the analytical precision, which may also be affected by the quality of pulverization and homogenization. In order to ensure repeatability conditions, both the original and the pulp duplicate samples should be submitted to the primary laboratory, in the same sample batch, and under a different sample number, so that assaying follows a similar procedure.
Zentek incorporated core, reject, and pulp duplicates into the sample stream. Results are summarized below.
11.1.5.3.1Drill Core Duplicates
Drill core duplicates consist of two quarter core samples; the other half of the drill core is left in the box. The QPs recommend that AGC instead submit two half core samples instead of quarter core, to maintain a consistent sample size.
Ninety-four pairs of drill core duplicate samples were submitted for analysis. The original and duplicate sample assay results are plotted in Figure 11-3 and statistics are summarized in Table 11-4. Results confirm that there has been no bias introduced by preferentially submitting the more mineralized half of the core for assay.
Figure 11-3:Scatterplot of Drill Core Duplicates
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Table 11-4:Drill Core Graphitic Carbon Duplicate Results
Albany Graphite Corp. - Albany Graphite Project
Element (units) | Criteria | No. | Original > Duplicate | Original < Duplicate | Original = Duplicate |
Cg (%) | all samples | 94 | 46 | 47 | 1 |
49% | 50% | 1% | |||
> 5 x DL* | 91 | 44 | 47 | 0 | |
48% | 52% | 0% |
Note: *Detection Limit
11.1.5.3.2Coarse Reject Duplicates
A total of 1,041 pairs of coarse reject duplicate samples were submitted for analysis. The original and duplicate sample assay results are plotted in Figure 11-4 and statistics are summarized in Table 11-5.
Figure 11-4:Scatterplot of Reject Duplicates for Drill Hole Programs
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Table 11-5:Summary of Graphitic Carbon Reject Duplicate Results for Drill Hole Programs
Albany Graphite Corp. - Albany Graphite Project
Element (units) | Criteria | No. | Original > Duplicate | Original < Duplicate | Original = Duplicate |
Cg (%) | all samples | 1,041 | 434 | 454 | 153 |
42% | 44% | 15% | |||
> 5 x DL* | 712 | 338 | 325 | 49 | |
47% | 46% | 7% |
Note: *Detection Limit
One case was identified where the difference between reject duplicates was greater than ±100% and average assays were greater than 0.1% Cg.
In the QPs' opinion there is no bias evident between original and duplicate halves of the drill core. That is, there has been no selection bias introduced.
11.1.5.3.3Laboratory Pulp Duplicates
A total of 1,245 pairs of laboratory pulp duplicate samples were assayed for graphitic carbon and 809 for sulphur. The original and duplicate sample assay results for graphitic carbon are plotted in Figure 11-5 and statistics are summarized in Table 11-6.
Figure 11-5:Scatterplot of Graphitic Carbon Pulp Duplicates for Drill Hole Programs
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It is the QPs' opinion that laboratory reproducibility of assays on the same pulp and at the same laboratory fall within the expected ranges. Overall, the precision for the field, reject, and pulp duplicates is very good. Most duplicates are well within ±10% to ±20%.
11.1.5.4Assay Check Samples
Check samples consist of second splits of the final prepared pulverized samples routinely analyzed by the primary laboratory and re-submitted to a secondary laboratory under a different sample number. These samples are used to assess the assay accuracy of the primary laboratory relative to the secondary laboratory.
AGC's QA/QC protocol calls for check samples to be taken at a rate of approximately 2.7% (1 in every 35 to 40 samples) and submitted to a secondary laboratory. SLR received the results for 555 check samples, which covered the entire Albany drilling campaign to date. AGC used ISO/IEC 17025 accredited SGS Canada Inc. (SGS) in Lakefield, Ontario, as the secondary laboratory.
SGS employed the following methods:
•Carbon: graphitic carbon by LECO furnace/IR (GE CSA05V), with a 0.01% detection limit, and
•Sulphur: total sulphur by LECO furnace/IR (GE CSA06V), with a 0.005% detection limit.
Along with the 555 check samples submitted to SGS, AGC inserted 22 blanks and 22 CRMs. No blank failures were identified, although a mislabelled sample was noted. Four QC failures and a mislabelled sample were identified from the submitted CRMs. All four failed for graphitic carbon and one failed for both graphitic carbon and sulphur. AGC requested re-assaying for the failures, including four samples that preceded and five samples that followed these failures. The four CRM repeat assays reported within ±20% of the expected value but were biased low for both graphitic carbon (-12.26%) and sulphur (-2.86%).
Graphitic carbon check assays results are plotted on a scatterplot in Figure 11-6.
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Figure 11-6:Scatterplot of Graphitic Carbon Check Samples Sent to SGS for Drill Hole Programs
Table 11-6 summarizes the check assay pair results for graphitic carbon, highlighting the relative differences between the primary and secondary laboratories. There should be a near equal number of cases where one laboratory reports higher than the other, and vice versa. For the 391 samples with graphitic carbon concentrations greater than five times detection limit, there are 329 cases where ALS assays are higher than SGS assays and 53 cases where SGS assays are higher than ALS assays. Sulphur is equally distributed between the two laboratories.
Table 11-6:Check Sample Assay Results for Drill Hole Programs
Albany Graphite Corp. - Albany Graphite Project
Element | Criteria | No. | ALS > SGS | ALS < SGS | ALS = SGS |
Average |
Cg (%) | all samples | 555 | 414 | 120 | 21 | -6.16% |
74% | 22% | 4% | ||||
> 5 x DL* | 391 | 329 | 53 | 9 | 9.73% | |
84% | 14% | 2% | ||||
Note: *Detection Limit
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For check assay samples greater than five times detection limit, the average Relative Percent Difference (RPD) was 9.7%, indicating that ALS assays are biased high by 9.7% when compared to the SGS assays. In Figure 11-7, graphitic carbon results from ALS are plotted with the RPD of the check assay pair as the vertical scale to illustrate precision as it relates to grade.
Figure 11-7:Grade Versus RPD of Check Samples Sent to SGS for Drill Hole Programs
It should be noted, however, that SGS, on average, reported 7.3% low on CRM samples, implying that the two sets of assays are, in fact, comparable.
Three check samples returned assays that differed by more than 100%: one sample for graphitic carbon only, one sample for sulphur only, and one sample for both graphitic carbon and sulphur. A clerical error is the likely source of the graphitic carbon only assay error.
Results of the check sampling for the drilling program to date has highlighted a potential high bias in the primary laboratory (ALS) assays of graphitic carbon. AGC's check assay QC program, however, also suggests a low bias in the secondary laboratory (SGS) assays of graphitic carbon. It is the QPs' opinion that AGC's program of check sampling is rigorous, however, the QPs suggest that AGC further investigate the potential of a high bias in the analytical method employed by the primary laboratory, ALS.
11.1.6Sample Security
Drill core is delivered directly to AGC's core handling facility. After logging, sawing, and bagging, core samples for analysis are stored in a secure building at the same facility. The warehouse is either locked or under direct supervision of the geological staff. Prior to shipping, drill core samples are placed in large rice bags and sealed. A sample transmittal form is prepared that identifies each batch of samples. The samples are transported directly to the ALS facility in Thunder Bay, Ontario, for sample preparation. ALS forwards sample pulps to its laboratory facility in North Vancouver, British Columbia, Canada, for analysis. Analytical results are emailed to AGC staff for review and importation into the resource database.
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11.2Bulk Sample Program
11.2.1Sampling Method and Approach
Bulk sample holes were spotted using a handheld GPS and a wooden picket was used to mark the location of the drill hole. The collar locations were initially surveyed with a Garmin hand-held GPS to determine the collar coordinates.
After the bulk sample drill hole had been completed and the drill rig had moved off the hole the drill site was inspected, and casings were capped with a welded plate. Each drill hole was assigned an official well number.
Bulk samples ranged from approximately one metres to five metres in length, with an average weight of approximately 1,150 kg. Samples were collected in large sample totes, sampled for assay at the drill and then transported to AGC's secure core shack located in Hearst.
Assay samples ranged from approximately 6.0 kg to 10 kg in weight. During the day shift at the drill, assays were collected as the sample was dewatered on the shaker table and fed into the totes. Sample material tended to concentrate based on material size and care was taken to collect a representative sample. During the night shift, assay samples were collected by chipping off frozen material from various locations within the sample tote using a trowel and this could contribute to sample variability.
All sample bags contain individual sample tickets, and the sample number scribed on the outside of the sample bag in black marker; each sample bag was then stapled closed. All sample tickets were taken to a secure location and all sample data were then transferred to a password protected computer at base camp. The rice bags were also sealed by Zentek (now AGC) personnel before being transported to the ALS facilities in Thunder Bay and Sudbury, Ontario.
11.2.2Sample Preparation
ALS received the samples, verified them against the shipping documents, and logged them into their tracking system.
Preparation was carried out under ALS protocol PREP-31B (see section 11.1.3). The sample pulps were then shipped to the ALS laboratory in Vancouver, British Columbia, for assay.
11.2.3Sample Analysis
Samples collected during the bulk sample drilling program were analyzed for graphitic carbon using ALS protocol C-IR18 (see section 11.1.4).
A total of 123 samples, which included 96 drill hole assay samples and 27 QC samples were submitted to ALS on March 22, April 4, and May 7, 2019.
11.2.4Quality Assurance and Quality Control
Zentek (now AGC) implemented a QA/QC program for the 2019 bulk sample drilling program that included blanks, CRMs, and duplicates. Assay check samples were not included as part of the QA/QC program. QA/QC results were monitored by Zentek to detect failed batches and/or identify samples or batches for follow-up and reanalysis.
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11.2.4.1Certified Reference Material
Thirteen CRMs were inserted with the regular 96 sample chips submitted by Zentek (now AGC) to ALS, for a rate of approximately 1 in 8 samples. As with the drill hole programs, a QC failure for a CRM was defined as an assay that fell outside three standard deviations (±3SD) of the expected value. The CRM assay results are illustrated in Figure 11-8 and data are summarized in Table 11-7.
Overall, no failures were detected and the QPs consider the CRM results acceptable. The continued positive bias in the CRM results for graphitic carbon over the entire drilling program that spans seven years suggests that bias is not in the laboratory results, but with the values used for the in-house CRMs. The QP strongly recommends that the expected values for the in-house CRMs be re-evaluated prior to the next drilling campaign.
Figure 11-8:Certified Reference Material Results Certified Reference Material Results for the Bulk Sample Program
Table 11-7:Summary of CRM Results for Bulks Sample Program
Albany Graphite Corp. - Albany Graphite Project
CRM | No. | Expected Cg (%) | Observed Cg (%) |
% of | ||
Average | SD | Average | SD | |||
ZEN-1 | 3 | 0.91 | 0.045 | 0.90 | 0.05 | 99.3 |
ZEN-2 | 4 | 3.13 | 0.125 | 3.11 | 0.15 | 99.4 |
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CRM | No. | Expected Cg (%) | Observed Cg (%) |
% of | ||
Average | SD | Average | SD | |||
ZEN-3 | 5 | 7.42 | 0.415 | 7.65 | 0.09 | 103.1 |
ZEN-4 | 1 | 14.12 | 0.99 | 15.20 | N/A | 107.6 |
Total | 13 | 101.7* |
Notes: *Weighted Average
The average results for the CRMs are consistently biased slightly high for the two higher grade CRMs, ZEN-3 and ZEN-4 (between 3% and 7%). These are similar to the results observed for the drill hole program in 2013. However, the results for CRMS ZEN-1 and ZEN-2, which represent grades near the cut-off grade and average grade of the deposit, respectively, show good correlation with expected grades. The average results are generally within ±10% and the performance is considered acceptable.
A review of the round robin of the project specific CRM samples by the QPs suggest that numerous outliers/failures were included in the calculation of the "accepted mean" and standard deviation. The outliers had a low bias that was most evident in higher grade CRMs (i.e., ZEN-3 and ZEN-4) resulting in a lower "accepted mean". In the QPs' opinion, this contributes to the apparent high bias observed in the CRM results.
11.2.4.2Blanks
A blank consisting of coarse-grained granite (BL) was purchased from Analytical Solutions Ltd., Toronto, Ontario, and a second blank (CDN-BL-10) was sourced from CDN Laboratories (CDN) in Langley, British Columbia. A total of eight blanks were submitted with the 96 bulk samples for an insertion rate of approximately 8%, or approximately 1 in 12 samples. Blank assay results are plotted in Figure 11-9, and statistics are listed in Table 11-8. Based on these results, there is no evidence of systematic sample contamination.
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Figure 11-9:Blank Results for Bulk Sampling Program
Table 11-8:Summary of Blank Results for Bulk Sampling Program
Albany Graphite Corp. - Albany Graphite Project
Criteria | BL | CDN-BL-10 |
No. of Cases | 5 | 3 |
Minimum (Cg%) | 0.01 | 0.05 |
Maximum (Cg%) | 0.08 | 0.07 |
Arithmetic Mean (Cg%) | 0.036 | 0.047 |
Standard Deviation (Cg%) | 0.036 | 0.025 |
No. of Failures | - | - |
11.2.4.3Duplicates
Zentek (now AGC) incorporated bulk sample field duplicates and pulp duplicates into the sample stream. Results are summarized below.
11.2.4.3.1Field Duplicates
The samples recovered from the RCD were composed of rock chips and fine powdered rock and duplicate samples were taken simultaneously with the assay sample. Each sample tote holds between 1.0 t to 1.5 t of material.
A total of six field duplicate assays reported and the original and duplicate assays are plotted in Figure 11-10. The reproducibility of these assays is scattered and do not reproduce well. In the QPs' opinion, there is no systematic bias in sampling, but the results indicate a large degree of selection and/or sampling variability in the duplicate sampling procedure. This could be due to the much larger sample volumes and variability in the size and number of the crosscutting unmineralized dikelets.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
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Figure 11-10:Scatterplot of Bulk Sample Field Duplicates
11.2.4.3.2Laboratory Pulp Duplicates
A total of five pairs of laboratory pulp duplicate samples were assayed for graphitic carbon. The original and duplicate sample assay results are plotted in Figure 11-11.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
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Figure 11-11:Scatterplot of Bulk Sample Pulp Duplicates
It is the QPs' opinion that laboratory reproducibility of assays on the same pulp and at the same laboratory fall within the expected ranges. Overall, the precision of pulp duplicates is very good, but field duplicates show high variability. The QPs note, however, that the sample size is small.
11.2.5Sample Security
As part of AGC's bulk sample drill program, the sample chain of custody was maintained from the sample collection point at the drill rig until delivery to a representative from the analytical laboratory.
Following sample collection, samples were packed into large rice sacks and tightly sealed using nylon tie wraps. The sacks were stored at AGC's core handling facility in Hearst, Ontario, until they were transported directly to the sample preparation laboratory.
All samples were submitted to the ALS facilities in Thunder Bay and Sudbury, Ontario, for sample preparation where they were verified against the shipping documents and entered into their tracing system. ALS forwards sample pulps to its laboratory facility in North Vancouver, British Columbia, Canada, for analysis. Analytical results are emailed to AGC staff for review and importation into the resource database.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
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12.0DATA VERIFICATION
SLR reviewed and verified the resource database used to estimate the Mineral Resources for the Albany graphite deposit. The verification works included a review of the QA/QC methods and results, checking assay certificates against the database assay table, a site visit and review of drill core, standard database validation tests, and independent sampling of drill core. The review of the QA/QC program and results is presented in Section 11, Sample Preparation, Analyses, and Security.
The QPs consider the resource database reliable and appropriate to prepare a Mineral Resource estimate.
12.1Manual Database Verification
For data available prior to June 1, 2015, the review of the resource database included header, survey, lithology, assay, and specific gravity tables. Database verification was performed using tools provided within the Dassault Systèmes GEOVIA GEMS Version 6.6 software package (GEMS). Also, the assay and density tables were reviewed for outliers. A visual check on the drill hole GEMS collar elevations and drill hole traces was completed. Minor inconsistencies were noted and promptly corrected by Zentek (now AGC). Bulk sample data collected in 2019, which included header and assay tables, was verified using tools provided in Leapfrog Geo.
SLR verified thousands of assay records. This included comparison of 18,540 assays and 782 specific gravity results in the resource database to the digital laboratory certificates of analysis, which were received directly from ALS. No discrepancies were found. This includes 96 additional assays collected in 2019 as part of the bulk sampling program. SLR notes that no collar elevation data has been provided by AGC for bulk sample drill holes and the collar location was determined by handheld GPS. SLR assigned an elevation equivalent to the topography at that point. In the QPs' opinion, the possible error associated with the collar elevation is negligible as the topographic relief in the project area is very low.
12.2SLR Site Visits
David Ross, P.Geo., RPA Director of Resource Estimation, Principal Geologist and an independent Qualified Person (QP), visited the Property on July 12 and 13, 2013. During the visit, Mr. Ross verified the collar locations of drill holes Z12-4F-3, Z12-4F-4, Z12-4F-9, Z13-4F-11, Z13-4F-19, and Z13-4F-30. Core from the following drill holes were reviewed:
•East Pipe: Z13-4F-11, Z13-4F-20, and Z13-4F-13.
•West Pipe: Z11-4F-1, Z12-4F-6, Z13-4F-26, Z13-4F-27, and Z13-4F-30.
Marie-Christine Gosselin, P.Geo., SLR Project Geologist and an independent QP, visited the Property on March 15, 2023. During the visit, Ms. Gosselin verified the collar locations of bulk sample drill holes Z19-4FM08 and Z19-4FM07 and delineation diamond drill holes Z12-4F-4, Z13-4F-9, Z13-4F-10, and Z13-4F-11. Core from the following drill holes were reviewed:
•East Pipe: Z13-4F-11, Z13-4F-12, Z13-4F-13, Z13-4F-18, Z13-4F-20, and Z13-4F-22.
•West Pipe: Z13-4F-26, Z1FINAL3-4F-27, Z13-4F-30, Z13-4F-3`, and Z13-4F-2.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
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12.3Independent Drill Core Sampling
In 2013, four samples of split core were marked, and quarter core duplicate samples were cut under the supervision of Mr. Ross. Duplicate samples were selected on the basis of graphitic carbon assays in Zentek's drill logs. In addition, Mr. Ross obtained a sample of Zentek's blank material and certified reference material (CRM) ZEN-2 for confirmation analyses.
The selected samples were bagged, tagged, sealed, and submitted to ALS's Thunder Bay laboratory for preparation. Each bagged core sample was dried, crushed, and pulverized to better than 85% passing 75 µm following ALS protocol PREP-31B (see Section 11). The sample pulps were forwarded to ALS's Vancouver, British Columbia facility for assay. Graphite assays were obtained using the graphitic carbon by LECO method (ALS protocol C-IR18, see Section 11).
Table 12-1 lists those samples taken for duplicate analysis. Four duplicate samples are insufficient to make statistical comparisons; however, SLR's sampling confirms that significant graphitic carbon mineralization exists on the Albany graphite deposit.
Table 12-1:Check Sample Summary
Albany Graphite Corp. - Albany Graphite Project
Drill Hole |
From |
To | Pipe | Zentek (now AGC) Sampling | SLR Sampling | ||
Sample ID | Cg (%) | Sample ID | Cg (%) | ||||
Z13-4F20 | 80 | 81 | East | N471445 | 6.63 | 215601 | 6.99 |
Z13-4F20 | 81 | 82 | East | N471446 | 4.69 | 215602 | 5.58 |
Z13-4F13 | 263 | 264 | East | N468507 | 7.26 | 215603 | 9.96 |
Z13-4F11 | 470 | 471 | East | N473130 | 8.67 | 215604 | 8.23 |
Blank | - | - | - | BLANK | 0.00 | 215605 | 0.02 |
Standard | - | - | - | ZEN-2 | 3.13 | 215606 | 3.26 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
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13.0MINERAL PROCESSING AND METALLURGICAL TESTING
The flowsheet tested is based on concentration (which consists of crushing, grinding, and flotation) and purification (which consists of caustic (NaOH) leaching, baking (350oC), mild HCl leaching, and impurity precipitation) to recover a high-purity graphite product. Test work was conducted to support a PEA in 2015 (RPA, 2015) and was carried out primarily at SGS in Lakefield, Ontario. In 2017, Zentek conducted a second flotation pilot plant campaign at SGS; this was followed up by additional hydrometallurgical test work in 2018 and 2019 which focused on alternative purification processes to the PEA alkaline baking process.
The objectives of the work at SGS were to generate data regarding the concentration process for engineering design, to produce concentrates and tailings for down-stream characterization and testing, to further the purification process, and to generate bulk samples of the high-purity products.
13.1Metallurgical Samples and Testing
In September 2013, Zentek shipped a composite sample from the East Pipe (EP) weighing approximately 5.5 t to SGS for metallurgical testing (RPA, 2014). The EP Composite was comprised of material from drill holes Z13-4FM01 to Z13-4FM03. In November 2013, a composite sample from the West Pipe (WP) weighing approximately 4.6 t was shipped to SGS for testing; the WP Composite sample was prepared from drill holes Z13-4FM04 to Z13-4FM06. Figure 13-1 illustrates the location of the drill holes for the samples used in metallurgical testing. For each composite, comminution and bench scale flotation test work was conducted, while test work for the purification steps was conducted primarily on EP samples.
Table 13-1 shows the key head assay results for the two metallurgical composites.
Table 13-1:Composite Head Assay Results
Albany Graphite Corp. - Albany Graphite Project
Element | EP Composite | WP Composite | |
Ct | % | 4.64 | 2.79 |
S | % | 0.24 | 0.23 |
Notes:
1.Ct - total carbon
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
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Figure 13-1:Location of Metallurgical Drill Holes
Replace with PDF
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 13-2 |
13.1.1Comminution Testing
Table 13-2 shows the results from JKTech semi-autogenous grinding (SAG) mill comminution testing (SMC), Bond crushing work index (CWi), Bond rod mill work index (RWi), Bond ball mill work index (BWi), and Bond abrasion index (Ai) tests (JKTech, 2014).
Table 13-2:Comminution Test Results
Albany Graphite Corp. - Albany Graphite Project
Sample |
Relative | JK Parameters | Work Indices (kWh/t) | Ai | |||
A x b | DWI | CWi | RWi | BWi | (g) | ||
EP Composite | 2.63 | 35.6 | 7.42 | 11.4 | 15.4 | 18.0 | 0.682 |
WP Composite | 2.65 | 40.4 | 6.56 | 11.3 | 15.4 | 17.0 | 0.606 |
The EP Composite was characterized as hard based on impact breakage and moderately hard with respect to abrasion breakage. The WP Composite was characterized as moderately hard in terms of impact breakage and medium in terms of abrasion breakage. Both composites were categorized as moderate in hardness for CWi and RWi and hard to moderately hard for BWi. AI values were greater than 0.60 g for both composites, which indicates that the material is highly abrasive.
13.1.2Flotation Test Program
To confirm parameters for larger scale pilot plant testing, eight batch flotation tests were conducted on the EP Composite and two rougher/cleaner flotation tests were conducted on the WP Composite. The following parameters were analysed during batch flotation: primary grind size, regrind size, and the number of cleaner flotation and regrinding steps. Flotation testing and flotation pilot plant testing were documented in several reports (SGS, 2014a and 2014e).
Key results from optimized flotation tests are shown in Table 13-3. The optimized rougher/cleaner flowsheet included a primary grind size P80 of between 175 µm to 200 µm, rougher flotation of eight minutes, and three stages of regrinding spaced between nine cleaner flotation stages. A carbon grade of greater than 92% was achieved at carbon recoveries of more than 80% for each composite. The size of the final concentrate was P80 of 12 µm.
Table 13-3:Optimized Flotation Results
Albany Graphite Corp. - Albany Graphite Project
Test No. |
Composite | Rougher Flotation Concentrate | 9th Cleaner Flotation Concentrate | ||||
% Mass | Carbon | % Mass | Carbon | ||||
% Grade | % Recovery | % Grade | % Recovery | ||||
F8 | EP | 26.2 | 17.0 | 92.2 | 4.32 | 92.0 | 82.2 |
F10 | WP | 22.1 | 12.7 | 92.6 | 2.61 | 93.5 | 80.5 |
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Locked cycle tests (six cycles per test) on each composite were performed following optimization of batch flotation. The results of the locked cycle tests are shown in Table 13-4. Carbon recoveries achieved were higher than the recoveries from optimized batch flotation tests, but the grades of the final concentrates were lower.
Table 13-4:Locked Cycle Flotation Results
Albany Graphite Corp. - Albany Graphite Project
Product | Composite | % Mass |
Grade |
% Distribution |
9th Cleaner Concentrate | EP | 5.57 | 76.6 | 92.3 |
9th Cleaner Concentrate | WP | 3.44 | 69.5 | 89.5 |
Note:
1.Ct - total carbon.
Information from batch and locked cycle flotation test work was used to construct a mini-pilot plant with a throughput of 60 kg/h. Results from surveys completed during the mini-pilot plant campaign for the EP and WP Composites are shown in Table 13-5 and Table 13-6, respectively. Flotation pilot plant testing demonstrated that high recoveries could be achieved with final concentrate grades of over 80% Ct and 70% Ct for EP and WP Composites, respectively.
Table 13-5:EP Pilot Plant Results
Albany Graphite Corp. - Albany Graphite Project
Survey | Product | Wt. % |
Grade |
% Distribution |
Day-long commissioning tests | ||||
PP-02 | 9th Cleaner Concentrate Combined Tails Feed | 5.29 94.7 100.0 | 80.5 0.84 5.05 | 84.3 15.7 100.0 |
PP-03 | 9th Cleaner Concentrate Combined Tails Feed | 5.23 94.8 100.0 | 78.7 0.87 4.94 | 83.4 16.6 100.0 |
PP-04 | 9th Cleaner Concentrate Combined Tails Feed | 4.30 95.7 100.0 | 85.0 1.17 4.78 | 76.4 23.6 100.0 |
Continuous tests | ||||
PP-05A | 9th Cleaner Concentrate Combined Tails Feed | 5.11 94.9 100.0 | 81.5 0.65 4.78 | 87.3 12.7 100.0 |
PP-05B | 9th Cleaner Concentrate Combined Tails Feed | 4.77 95.2 100.0 | 82.4 0.94 4.82 | 81.3 18.7 100.0 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
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Survey | Product | Wt. % |
Grade |
% Distribution |
PP-06A | 9th Cleaner Concentrate Combined Tails Feed | 4.96 95.0 100.0 | 78.4 0.53 4.39 | 88.6 11.4 100.0 |
PP-06B | 9th Cleaner Concentrate Combined Tails Feed | 6.18 93.8 100.0 | 78.0 0.39 5.18 | 92.8 7.23 100.0 |
PP-07A | 9th Cleaner Concentrate Combined Tails Feed | 6.41 93.6 100.0 | 77.2 0.39 5.31 | 92.8 7.22 100.0 |
Table 13-6:WP Pilot Plant Results
Albany Graphite Corp. - Albany Graphite Project
Survey | Product | Wt. % |
Grade |
% Distribution |
Day-long commissioning tests | ||||
PP-08 | 9th Cleaner Concentrate Combined Tails Feed | 3.48 96.5 100.0 | 71.2 0.33 2.80 | 88.5 11.5 100.0 |
PP-09 | 9th Cleaner Concentrate Combined Tails Feed | 3.55 96.4 100.0 | 62.3 0.41 2.61 | 84.8 15.2 100.0 |
PP-10 | 9th Cleaner Concentrate Combined Tails Feed | 3.11 96.9 100.0 | 67.6 0.57 2.65 | 79.2 20.8 100.0 |
Continuous tests | ||||
PP-11A | 9th Cleaner Concentrate Combined Tails Feed | 1.77 98.2 100.0 | 80.8 1.31 2.72 | 52.7 47.3 100.0 |
PP-11B | 9th Cleaner Concentrate Combined Tails Feed | 3.05 97.0 100.0 | 78.0 0.53 2.89 | 81.4 18.6 100.0 |
PP-12A | 9th Cleaner Concentrate Combined Tails Feed | 3.31 96.7 100.0 | 75.9 0.496 2.96 | 85.0 15.0 100.0 |
PP-12B | 9th Cleaner Concentrate Combined Tails Feed | 3.03 97.0 100.0 | 79.6 0.40 2.80 | 85.6 14.4 100.0 |
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Survey | Product | Wt. % |
Grade |
% Distribution |
PP-13A | 9th Cleaner Concentrate Combined Tails Feed | 3.05 97.0 100.0 | 78.5 0.63 3.00 | 79.8 20.2 100.0 |
In 2014, additional flotation test work was carried out by SGS to investigate the following (SGS, 2014e):
•Batch flotation test program on EP Composite to produce a final flotation concentrate grading higher than 90% Ct at a grind size coarser than P80 of 40 µm. The effectiveness of a flash flotation step before the rougher flotation stage was also studied to potentially coarsen the final grind size, however, the concentrate generated in flash flotation appeared to be graphite not fully liberated from silicate gangue.
•Bulk concentrate production (2 kg) based on the results of Test F8 (SGS, 2014a) and the use of a M4 model IsaMill for the three stages of regrind. The final Ct grade achieved was 90.2%, but the recovery was lower than planned due to mass loss taking IsaMill samples and higher mass loss through the 1st cleaner tailings.
•Upgrading of the carbon content of WP Composite pilot plant final concentrate (test PP-12-B) from 75% Ct to 90% Ct. Test work showed that the final concentrate could only be upgraded to approximately 80% Ct and the graphite particles were smeared across the majority of the gangue material and could not be effectively separated via flotation.
Following this series of tests, it was concluded by SGS that the optimized flotation flowsheet was the original flowsheet with rougher concentration followed by three stages of regrind spaced between nine stages of cleaner flotation (SGS, 2014b and 2014c).
In 2015, SGS recommended the following changes to the flotation circuit:
•IsaMill (for regrinding) be replaced by conventional grinding.
•Third stage of regrind and the last three cleaner flotation stages be omitted.
These changes would result in a slightly lower grade concentrate (88.6% Ct) for purification. The results from the 6th cleaner flotation concentrate generated in Test F8 were compared to the target feed to purification, which was used as the basis for the current design of the flotation process. The figures shown in Table 13-7 are in close agreement. It should be noted that the regrinding test work was originally conducted to support IsaMill selection. Additional regrind testing should consider conventional grinding for Regrind Mill #1 and #2 to confirm the particle size distribution of the feed to cleaner flotation Stage 1 and Stage 4.
Table 13-7:Optimized Flotation Results for Purification
Albany Graphite Corp. - Albany Graphite Project
Test No. |
Composite | Rougher Flotation Concentrate | 6th Cleaner Flotation Concentrate | ||||
% Mass | Carbon | % Mass | Carbon | ||||
% Grade | % Recovery | % Grade | % Overall Recovery | ||||
F8 | EP | 26.2 | 17.0 | 92.2 | 3.9 | 87.14 | 84.61 |
Target | 88.6 | 84.54 |
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In 2017, additional flotation pilot plant test work was completed on East Pipe and West Pipe composite samples. The summary of the results from the 2017 pilot plant flotation test work are shown in Table 13-8.
Table 13-8: Flotation Pilot Plant Results (2017)
Albany Graphite Corp. - Albany Graphite Project
Composite |
Concentrate Grade |
Recovery |
East Pipe | 83.4 | 90.6 |
West Pipe | 84.7 | 86.2 |
The results indicate that up to 90% carbon could be potentially recovered to a concentrate grade of 83.4% carbon from the East Pipe composite. Similarly, up to 86% carbon could be potentially recovered from the West Pipe composite with a corresponding concentrate grade of 84.7%.
13.1.3Baseline Purification Test Program
From 2013 to 2015, an extensive test program to purify the graphite concentrate was undertaken at SGS and included the following investigations:
•Base-line purification test work (2013 - 2014) confirmed the possibility of producing high-purity graphite containing 99% C in a single step and 99.8% C after two purification steps from a feed concentrate containing approximately 78% C (SGS, 2013). No engineering data was generated from testing, but samples were produced for marketing purposes.
•A two-stage caustic baking conceptual flowsheet in 2014 demonstrated that the graphite concentrate could be purified to 99.4% Cg (graphitic carbon) and the recovery in purification was 83.5%. The overall recovery from ore to purified graphite was approximately 69%. The process flowsheet considered agglomeration with caustic, evaporation, baking (350oC), and extensive solid/liquid separation and washing stages (SGS, 2014d).
•Direct leaching-baking conceptual flowsheet in 2015 demonstrated that the graphite concentrate could be purified to 99.94% Cg and the recovery achieved in purification was 89.13% using an alkaline (NaOH) treatment (two caustic leaching stages bracketing a 350oC baking stage) followed by mild HCl leach (SGS, 2015a and 2015b). This flowsheet required fewer process steps and achieved the highest-purity product.
The results from bench scale testing of direct leaching-baking were then used as the basis of the current design for the purification process (SGS, 2015c).
Flotation concentrate samples generated from Test F8 on EP Composite were used to conduct bench scale testing of direct leaching-baking. The target feed quality of graphite concentrate for purification consisted of material containing approximately 88.6% C and was produced at 84.54% overall recovery with a particle size slightly above 20 µm. These specifications closely represent the concentrate produced after six stages of cleaner flotation.
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The direct leaching-baking steps in graphite purification were tested at the bench-scale and include the following stages:
1.Stage 1 Alkaline Leach with NaOH at ambient and elevated temperature (140°C), followed by solid/liquid separation without washing.
2.Low Temperature Baking at 350°C.
3.Stage 2 Alkaline Leach with NaOH at 140°C, followed by solid/liquid separation with counter-current washing.
4.Aluminum (Al)/Silicon (Si) Removal or AlSiRe, followed by solid/liquid separation.
5.Stage 3 Mild HCl Leach at ambient temperature, followed by solid/liquid separation with counter-current washing.
6.Drying.
Other than the impurity removal steps above, to the QP's knowledge there are no other processing factors that could have a significant effect on potential economic extraction. Table 13-9 summarizes the purity and recovery achieved from purification test work (SGS, 2015b). The target product purity of greater than 99.95% Cg was achieved following the Stage 3 Leach. At a conceptual level, the overall beneficiation process for graphite production was successfully demonstrated through laboratory testing.
Table 13-9:Overall Test Results
Albany Graphite Corp. - Albany Graphite Project
Flotation |
Stage 1 |
Stage 2 | Stage 3 Leach | Purification Overall | Process Overall | |
Purity, % Cg | 88.60 | 97.96 | 99.27 | 99.94 | 99.94 | 99.94 |
% Recovery | 84.54 | 91.43 | 90.18 | 99.90 | 89.13 | 75.40 |
13.1.4Additional Purification Programs
13.1.4.12018 Test Work Program
In 2018, an additional test work program to purify the graphite concentrate was undertaken with the objective of investigating the alternatives to the alkaline baking process developed under the baseline purification test work program. This program was completed at SGS and included the following investigations:
•High pressure alkaline leach followed by mild acid leach (base case)
•Multistage high pressure alkaline leach and acid leach
•Acidic fluoride leach
•Caustic baking with water / caustic leach with further acid leach
The feed for this purification program consisted of a blend of flotation concentrates at a ratio that would replicate the composition of anticipated production concentrate. The assays of the concentrate blend are shown in Table 13-10.
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Table 13-10:Concentrate Blend Assays
Albany Graphite Corp. - Albany Graphite Project
Elemental constituent, g/t | ||||||||
Al | Ba | Ca | Cr | Cu | Fe | K | Mg | Mn |
11,400 | 144 | 1,890 | 18 | 48 | 7,710 | 7,090 | 1,220 | 89.8 |
Mo | Na | Ni | P | Si | Ti | V | Zn | Zr |
<30 | 2,220 | <30 | 72 | 40,800 | 399 | <8 | 115 | 75 |
13.1.4.1.1High Pressure Alkaline Leach Followed by Mild Acid Leach
The high-pressure alkaline leach and the mild acid leach were done with the objective of optimising the parameters and producing bulk concentrate for further testing under optimised conditions. The optimised conditions for this test work are shown in Table 13-11.
Table 13-11:Optimised Test Work Conditions
Albany Graphite Corp. - Albany Graphite Project
Parameters | Unit | High-Pressure Alkaline Leach | Mild Acid Leach |
Temperature | °C | 225 | 30 |
Time | minutes | 15 | 30 |
Solids density | % (wt/wt) | 20 | 20 |
NaOH concentration | g/l | 150 | n/a |
Nitrogen overpressure | kPa | 345 | n/a |
NaOH addition | kg/t | 522 | n/a |
NaOH Consumption | kg/t | 23 | n/a |
H2SO4 addition | kg/t | n/a | 165 |
H2SO4 consumption | kg/t | n/a | 105 |
n/a - Not applicable
The test work under optimised conditions resulted in a final graphite purity of 97.61%. The impurities contained in the final leach residue included 0.6% Si, 0.3% Fe, 0.15% Al and 0.1% Mg. This is well below the target purity level of greater than 99.95%. This indicates that additional processing is required to reach the target purity.
The alkaline filtrate from the high-pressure alkaline leach was subjected to caustic regeneration with hydrated lime at 95°C. It was demonstrated that silicon, iron, and aluminium were gradually eliminated from the solution while the sodium hydroxide solution remained at previous levels.
The acid solution from the mild acid leach was neutralized, and the main impurities (silicon, aluminum, magnesium, and iron) were removed from the solution at 75°C. It was demonstrated that silicon, aluminium, and most of iron were precipitated at pH 4. The remaining iron and 70% of the magnesium were precipitated at pH 6. All the impurities were removed at pH 10.
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13.1.4.1.2Second Stage Purification
A sample from the high-pressure alkaline leach and mild acid leach product was taken for the second stage purification test work. The second stage purification was done in two series, in the sequence of sodium hydroxide leach, followed by sulphuric acid leach and finally pressurized ammonia leach. A summary of the test conditions for each series are shown in Table 13-12.
Table 13-12:Test Work Conditions for Second Stage Purification
Albany Graphite Corp. - Albany Graphite Project
Parameters | Unit | First Series | Second Series |
Sodium Hydroxide Leach | |||
Temperature | °C | 250 | 250 |
Time | minutes | 15 | 120 |
Solids density | % - wt/wt | 20 | 20 |
NaOH concentration | g/l | 200 | 200 |
Sulphuric Acid Leach | |||
Temperature | °C | 30 | 30 |
Time | minutes | 30 | 30 |
Solids density | % - wt/wt | 20 | 20 |
pH | - | 2 | 1 |
Ammonia (NH3) Leach | |||
Temperature | °C | 250 | 250 |
Time | minutes | 15 | 15 |
Solids density | % (wt/wt) | 17.5 | 20 |
NH3 concentration | g/l | 49 | n/a |
pH | - | n/a | 10 |
The graphite purity increased to 98.9% in the first series and 99.3% in the second series. The results also showed that the silica content was reduced to 0.16% for the first series and to 0.11% for the second series.
13.1.4.1.3Acidic Fluoride Test Work
Acidic fluoride (hydrofluoric acid and other fluoride sources) leaching was conducted in an effort to increase the graphite purity beyond the 99.3% achieved with the caustic process route. The tests were done with washed residue from the second stage purification as feed.
The first test in this series was conducted at 20% (wt/wt) solids in concentrated hydrofluoric acid (48% HF) at ambient temperature for 6 hours. The final slurry was filtered, and the residue was well washed, with all liquids collected as a single sample. The results indicated that final residue graphite purity had increased to 99.73%. The main residual impurity was aluminum, assaying 0.08%.
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The second series was conducted with ammonium fluoride in addition to hydrofluoric acid (HF) additions. The results indicated that very similar graphite purity (99.70% to 99.77%) and similar residual silicon content (0.01% to 0.04%) were achieved in this series. A follow-up series was done with similar conditions, but extended leach reaction time of 24 hours and the results indicated that a graphite purity of up to 99.81% was achieved.
In summary, the acidic fluoride tests showed there is a need to separate the graphite from the silicon-containing mild acid leach liquor prior to conducting an acidic fluoride step to exceed 99% purity.
13.1.4.1.4Flowable and Non-Flowable Alkaline Bakes
Alkaline bake tests were conducted on the acid leach and acid fluoride leach residue samples. The sequence of tests and the test samples are shown in Table 13-13: .
Table 13-13:Alkaline Bake Test Sequence and Sample Details
Albany Graphite Corp. - Albany Graphite Project
Test | Test Sequence | Sample |
B 1 | Caustic bake with water leach followed by mild acid leach | acid leach residue |
B 2 | Caustic bake with caustic leach followed by mild acid leach | acid leach residue |
CL31 | Caustic leach followed by mild acid leach | acid leach residue |
B 4 | Caustic bake with caustic leach followed by mild acid leach | acid fluoride leach residue |
B 5 | Extended caustic bake with caustic leach followed by mild acid leach | acid fluoride leach residue |
Notes:
1.CL3 was done as a baseline without the alkaline bake to compare the bake results with caustic leach.
The objectives of these tests were to confirm the performance of the previously developed caustic bake / leach process and to optimize the caustic bake parameters to obtain the highest purity graphite product. The summary of the results of the alkaline bake tests are shown in Table 13-14. The results also indicated that the caustic bake resulted in increased product purity compared to the baseline (caustic leach) test.
Table 13-14:Alkaline Bake Results
Albany Graphite Corp. - Albany Graphite Project
Test series |
Purity |
Si |
Al |
B1 | 99.84 | 0.03 | 0.002 |
B2 | 99.89 | 0.004 | 0.001 |
CL3 | 99.64 | 0.03 | 0.04 |
B4 | 99.71 | 0.008 | 0.003 |
B5 | 99.80 | 0.004 | 0.003 |
The results indicate that the caustic bake with caustic leach followed by mild acid leach resulted in the highest purity of (99.89%) out of all the five sequences tested. It is evident from the 2018 test work program that none of the tested conditions achieved the target purity of 99.95% Cg. Based on these results, it can be concluded that the chemical purification of graphite using these methods appears to have a functional limit that is slightly below the target. It is important to note that the target purity was achieved during the 2015 test work. Thus, further test work is required to reconfirm those findings and to further optimize purification parameters.
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13.1.4.22019 Test Work Program
In 2019, another test work program was conducted to further examine the process developed during the 2018 program. This program was completed in SGS and included a series of six locked cycles of caustic pressure leaching (ZPL) and acid leaching with caustic regeneration and acid neutralisation followed by acidic fluoride leaching (ZHL) with acid neutralisation. The flowsheet of the locked cycle test is shown in Figure 13-2. The objective of this program was to investigate graphite purity and the behaviour of impurities during a series of locked cycle tests.
The feed for this purification program was identical to the feed for the 2018 program and consisted of a blend of flotation concentrates at a ratio that would replicate the composition of anticipated production concentrate. The concentrate blend assays are shown in Table 13-15.
Table 13-15:Concentrate Blend Assays
Albany Graphite Corp. - Albany Graphite Project
Elemental constituent, g/t | ||||||||
Al | Ba | Ca | Cr | Cu | Fe | K | Mg | Mn |
11,713 | 152 | 2,163 | <20 | 48 | 7,301 | 6,413 | 1,960 | 89.4 |
Mo | Na | Ni | P | Si | Ti | V | Zn | Zr |
<30 | 2,007 | <30 | 80 | 39,495 | 377 | <8 | 145 | 72.7 |
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Figure 13-2:Locked Cycle Test Flowsheet
The 2019 test work results indicated that the graphite flotation concentrate was upgraded from 85.6% Cg to an average 96.6% Cg after the caustic pressure leach and further purified to an average of 99.6% Cg after the acidic fluoride leach. Summaries of the 2019 test work results showing the behavior of impurities after ZPL and ZHL testing are shown in Figure 13-3 and Figure 13-4, respectively.
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Figure 13-3:Impurities in the Graphite Product After ZPL Testing
Figure 13-4:Impurities in the Graphite Product After ZHL Testing
The results indicate that aluminium and magnesium concentrations increased in the final graphite product through the first four ZHL test but returned to lower levels in the last two series. It is understood that the reason for this trend is due to the increased reagent additions during the last two cycles. All other elements remained stable throughout of the ZHL test series. The results also indicate a similar trend of increased impurity content after the fourth cycle for all of the elements for the ZPL tests. It is understood that the differences in reagent additions were responsible for this trend as well.
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It was reported that the highest graphite purity observed during the tests (97.8% for ZPL and 99.6% for ZHL) was comparable to 2018 test work results (97.6% for ZPL and 99.8% for ZHL). In summary, the 2019 test work confirmed that the 2018 purity levels are reproducible in a locked cycle test environment, but further test work is required to reach the target 99.9% purity levels.
13.1.5Process Flowsheet Selection
The process flowsheet selected is based on recent metallurgical development test work completed at SGS. It comprises crushing and grinding, flotation, and alkaline treatment (one caustic leaching stage before and after a low temperature baking (350oC) stage) followed by mild HCl leaching to extract a purified graphite product.
In the QP's opinion, the metallurgical test work completed to date has focused on achieving product purity and not on optimization of the process. The optimisation of the purification area of the flowsheet requires further investigation. In addition, the waste streams and water consumptions need further definition. The 2015 target product purity (99.9%) was achieved in 2015 test work but has not been reproduced in more recent (2018, 2019) test work, which achieved a purity of 99.8%. SLR notes that the goal of the subsequent 2018 and 2019 hydrometallurgical test work was to develop a flowsheet which is more cost effective than the PEA (caustic (NaOH) bake/leach process) to deliver graphite product which is suitable for the graphene and nano graphite market In this context, it is concluded that the PEA flowsheet is appropriate for the level of study but that additional test work and further improvements in process design, performance, and cost reduction are to be expected with advanced levels of study.
13.1.6Future Test Work
In the QP's opinion, optimization of the purification process and evaluation of the metallurgical variability of the deposit requires further evaluation. Metallurgical test work on flotation has been carried out on two composite samples (EP and WP) and on purification using only EP Composite material (2015) and a homogenized mixture of flotation concentrates produced from East and West pipe samples (2018, 2019). Additional flotation testing to assess the impact of ore variability in the feed grades of EP Composite and WP Composite is recommended. Tests for regrinding, liquid-solid separation, and thickening of products (concentrate and tails) should be conducted to confirm laboratory results for six stages of cleaner flotation, instead of nine stages of cleaner flotation.
The purification flowsheet (consisting of hydrometallurgical and pyrometallurgical processes) is complex and requires investigation of potential corrosion risks, handling of material from several different process streams, and extensive solid-liquid separation. Further optimization test work in purification is recommended to validate and to confirm the robustness of the overall process design and reagent consumptions. Analysis and characterization of process wastes (potentially from off-gas handling and AlSiRe) are necessary to determine how to dispose of the materials. Stages of larger scale testing are recommended to confirm laboratory bench-scale tests:
•Mini-pilot plant test work program
•Larger scale pilot/demonstration unit at an advanced level of study
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14.0MINERAL RESOURCE ESTIMATE
14.1Summary
SLR estimated Mineral Resources for the Albany graphite deposit using drill hole data available as of April 30, 2023 (Table 14-1). The Mineral Resource estimate is based on a potential combined open pit and underground mining scenario. SLR estimates Indicated Mineral Resources to total 22.9 million tonnes (Mt) at an average grade of 4.1% Cg, containing 933,000 tonnes of Cg. In addition, Inferred Mineral Resources are estimated to total 13.1 Mt at an average grade of 2.9% Cg, containing 375,000 tonnes of Cg. Inferred Mineral Resources include 3.4 Mt Open Pit (OP) resources at an average grade of 2.5% Cg, containing 87,000 tonnes of Cg constrained by a Whittle pit shell, and 9.7 Mt of Underground (UG) resources below the pit shell at an average grade of 3.0% Cg, containing 288,000 tonnes of Cg. In order to demonstrate Reasonable Prospects of Eventual Economic Extraction (RPEEE), OP Mineral Resources were reported within an optimized Whittle pit shell at a cut-off grade of 1.22% Cg and UG Mineral Resources were reported within underground resource reporting shapes, satisfying the minimum mining size and continuity criteria, and using a cut-off grade of 1.76% Cg.
There are no Mineral Reserves estimated on the Property.
The QPs are not aware of any environmental, permitting, legal, title, taxation, socio-economic, marketing, political, or other relevant factors that could materially affect the Mineral Resource estimate.
Table 14-1:Mineral Resource Estimate - April 30, 2023
Albany Graphite Corp. - Albany Graphite Project
Cut-off Grade | Tonnage | Grade | Contained Graphitic Carbon | |
(% Cg) | (Mt) | (% Cg) | (t Cg) | |
OP | ||||
Indicated | 1.22 | 22.9 | 4.07 | 933,000 |
Inferred | 1.22 | 3.4 | 2.55 | 87,000 |
UG | ||||
Indicated | ||||
Inferred | 1.76 | 9.7 | 2.98 | 288,000 |
Total Indicated | 1.22 | 22.9 | 4.07 | 933,000 |
Total Inferred | Variable | 13.1 | 2.87 | 375,000 |
Notes:
1.Canadian Institute of Mining, Metallurgy and Petroleum (CIM) Definition Standards for Mineral Resources and Mineral Reserves dated May 10, 2014 (CIM (2014) definitions) were followed for Mineral Resources.
2.Cg - graphitic carbon
3.Mineral Resources are estimated using a long-term price of US$8,000 per tonne Cg, and an exchange rate of US$0.75= C$1.00.
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4.Bulk density is 2.62 t/m3 and 2.61 t/m3 for West Pipe domains 20 and 21, respectively, and 2.59 t/m3 and 2.63 t/m3 for East Pipe domains 10 and 14, respectively.
5.Open pit Mineral Resources are constrained by a pit-shell generated in Whittle software above a cut-off grade of 1.22% Cg.
6.Underground Mineral Resources are constrained within underground reporting shapes to demonstrate Reasonable Prospects for Eventual Economic Extraction and reported above a cut-off grade of 1.76% Cg.
7.Numbers may not add due to rounding.
RPA, now SLR, received data from Zentek, now AGC, in Microsoft Excel format. The data was amalgamated and parsed, as required, and imported into GEMS for modelling. In 2023, SLR incorporated additional drilling information from after the November 15, 2013, database cut-off date of the previous estimate as well as the previously received information into Leapfrog Geo software. Listed below is the number of records directly related to the resource estimate:
•Holes: 65
•Total meterage:26,284 m
•Surveys: 5,062
•Assays: 20,389
•Composites6,563 (≥0.5 m in length)
•Lithology: 1,953
•Density measurements: 1,100
Assays for metallurgical drill holes Z13-4FM04, Z13-4F05, and Z13-4FM06 and bulk sample drill holes Z19-4FM07 and Z19-4FM08 were incorporated into the current Mineral Resource estimate.
Section 12, Data Verification, describes the verification steps completed by SLR. In summary, no discrepancies were identified and the QPs are of the opinion that the drill hole database is valid and suitable to estimate Mineral Resources for the Albany graphite deposit.
14.2Geological Interpretation and 3D Solids
Wireframe models of the mineralized zones were built to study geological and grade continuity and to constrain the block model interpretation.
The Albany graphite deposit comprises two separate pipes, West and East. The West Pipe consists of a single mineralized zone, which encompasses graphitic breccia, and some lower grade graphitic overprint in some marginal areas. The East Pipe consists of two mineralized zones: graphitic breccia and a low grade halo (Figure 14-1). The West and East graphitic breccia pipes were interpreted using geology.
SLR created northeast and northwest looking vertical sections spaced 50 m apart on the West and East Pipes, respectively, level plans spaced 10 m, 25 m, and 50 m apart, and longitudinal sections parallel to the strike of each pipe (approximate azimuth of 020° for the West Pipe and 335° for the East Pipe). Mineralized zones were interpreted on plan sections and snapped to drill holes to generate a set of three dimensional (3D) wobbly polylines on each cross-section (Figure 14-1). At model extremities, polylines were extrapolated approximately 100 m beyond the last drill section. Polylines were joined together in 3D using tie lines and the continuity was checked using the longitudinal and vertical sections. Once the mineralized wireframes were triangulated, clipping boundaries were used to constrain the solids along strike using EM geophysical survey data (Figure 14-2). The East Pipe mineralized wireframes were clipped to a depth of -500 MASL and the West Pipe to -400 MASL (Figure 14-2).
The East Pipe low-grade halo was constructed considering geology and a minimum 0.4% Cg in the overprinted zones.
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Wireframes were extended through drill holes with low grade or barren intersections to preserve continuity.
A description of each modelled zone follows.
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Figure 14-1:3D View of Wireframe Models
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Figure 14-2:Vertical Cross Section of Wireframe Models
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14.2.1Domain 20 - West Pipe
Domain 20 is a graphitic breccia pipe intersected by 29 drill holes. It occurs as a steep-sided, inverted cone, narrowing with depth. It is elliptical in plan, elongated in a north-northeast direction. Dimensions are somewhat variable, ranging from 175 m at its widest, to less than 68 m at its base (Figure 14-1). Where the pipe is capped by Paleozoic limestone, it is 160 m wide by 350 m long and the pipe is modelled to a depth of approximately 525 m below surface (-400 MASL).
The West Pipe is cut by a younger barren sill at a depth of approximately 200 m. The sill ranges from 40 m to nearly 65 m in thickness. In addition, two large blocks of un-mineralized waste material occur within the West Pipe. In the southern part of the pipe apex, a large slab of syenite (65 m in length by 40 m in thickness, illustrated in Figure 14-2) has been intersected by several drill holes. Just above the barren sill, another large block of internal waste has been modelled (approximately 110 m x 60 m x 90 m). At the margins of the pipe, some graphitic overprint has been incorporated into the wireframe model.
14.2.2Domain 21 - West Pipe Mineralized Wedge
Within the barren sill of the West Pipe, a small (approximately 25 m x 50 m) "wedge" of mineralization has been modelled. It occurs in the western part of the pipe, at a depth of approximately 215 m. Samples within this mineralized wedge have returned assays higher than 5% Cg, and the average grade is 1.7% Cg.
14.2.3Domain 10 - East Pipe
Domain 10 is a graphitic breccia pipe intersected by 31 drill holes. It occurs as a near-vertical tabular body, ranging from a width of 50 m at its apex to nearly 75 m, and tapers to a modelled width of approximately ten metres. The pipe is modelled to a depth of -500 MASL, or approximately 625 m below the topographic surface. In plan, the East Pipe is elongated in a north-northwest direction, extending for approximately 250 m. The pipe is cut by two younger barren sills. The thinnest and shallowest is intersected in drill holes at a depth of roughly 310 m and ranges from 10 m to 12 m in thickness. The second, thicker sill, is intersected at a depth of 340 m to 345 m, and averages 35 m thick.
14.2.4Domain 14 - East Pipe Mineralized Halo
Domain 14 is a 0.4% Cg halo of overprinted syenite country rock surrounding the East Pipe. Grades range to over 16% Cg, but overall, the grade averages 0.7% Cg. In general, there is a significant drop in grade at the contact between the graphitic breccia of rock type 10 and the overprinted syenite. Minor intersections of higher grade graphite breccia occur within the overprinted syenite.
At the bedrock surface, the East Pipe, including the graphitic breccia and overprinted syenite, has an average width of approximately 80 m and reaches widths of up to 150 m. On its own, the low grade halo (above the barren sills) ranges in thickness from 30 m to 60 m and it is thicker on the eastern side of the pipe. Beneath the barren sills, there only remains a thin skin of overprinted syenite on the western side of the pipe, averaging five metres in thickness. The overprinted syenite halo is modelled to the same depth as the East Pipe graphitic breccia.
14.2.5Domain 55 - Barren Sill
All barren intrusive rocks within the West and East pipes are designated as domain 55.
The West Pipe is cut by a sub-horizontal barren sill at a depth of approximately 250 m that dips 10° to 15° to the east. Its thickness ranges from less than 40 m to greater than 60 m. There is a minor amount of graphitic mineralization within the sill, and where sufficient continuity was demonstrated, a small wedge of mineralization (domain 21) was modelled. Two fairly substantial blocks of barren intrusive rock (predominantly syenite) have been modelled in the West Pipe. At the top of the pipe, a 40 m by 100 m unmineralized zone of syenite has been delineated and just above the barren sill is an irregular-shaped block of internal waste that measures 100 m by 90 m.
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The East Pipe is cut by two barren sills. The upper sill, intersected at a depth of approximately 310 m, ranges from 10 m to 12 m in thickness and is nearly horizontal. A second, wider (35 m thick) sill is intersected 40 m below the upper unit and has a shallow dip to the east. The sills that cut both pipes are likely part of the same body. Three dimensional wireframes were constructed to represent barren sills that cut the graphite breccia pipes. In addition, a large block of barren material was wireframed in the West Pipe and designated as waste material.
Wireframes for the base of the overburden and Paleozoic sedimentary unit were generated utilizing Leapfrog software and imported into GEMS. The topographic surface was constructed in GEMS using drill collar elevation data. The West and East Pipe mineralized wireframes were constrained by the base of the sedimentary unit.
Table 14-2 summarizes the domains in the Albany Graphite Deposit.
Table 14-2:Albany Resource Domains
Albany Graphite Corp. - Albany Graphite Project
Pipe | Rock type/Domain | Name | Description |
East | 10 | 10_EAST | East Graphitic Breccia Pipe |
14 | 10.4_EAST | Low grade graphitic overprint halo | |
55 | WASTE1 | Barren sill | |
55 | WASTE2 | Barren sill | |
West | 20 | 20_WEST | Graphitic Breccia Pipe minor graphitic overprint along margins |
21 | 21_WEST | Graphitic Breccia "Wedge" within barren sill | |
55 | WASTE3 | Barren sill | |
55 | WASTE4 | Internal barren waste | |
55 | WASTE5 | Barren syenite in the top of the pipe | |
Other | 33 | Overburden | Glacial till |
66 | Sedimentary Rock | Paleozoic Limestone unit | |
99 | Country Rock Waste | Archean country rock |
The QPs note that there is additional mineralization in assays outside the mineralized wireframes in the West and East pipes well above the cut-off grade of 0.6% Cg. It is the QPs' opinion that the narrower thickness and lower grade of these intercepts together with intervening material that is below cut-off grade precludes the inclusion of the intercepts as Mineral Resources at this time.
The Indicated Mineral Resources are located in the West and East Pipe graphitic breccia (domains 10 and 20), exclusively above the barren sills. All mineralization below (or within) the barren sills as well as the East Pipe low grade halo (domain 14) are classified entirely as Inferred Mineral Resources.
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14.3Statistical Analysis
Assay values located inside the wireframe models were tagged with domain identifiers (domain) and exported for statistical analysis. Results assisted in verifying the modelling process. Basic statistics are summarized in Table 14-3.
Table 14-3:Summary Statistics of Resource Assay Graphitic Carbon Values
Albany Graphite Corp. - Albany Graphite Project
Domain | Count | Mean | CV | Minimum | Median | Maximum |
10 | 4,790 | 5.21 | 0.74 | 0.02 | 5.25 | 20.80 |
14 | 1,633 | 0.69 | 1.49 | 0.02 | 0.40 | 16.25 |
20 | 6,182 | 2.63 | 0.91 | 0.02 | 2.16 | 14.65 |
21 | 83 | 1.70 | 0.86 | 0.02 | 1.20 | 5.23 |
14.4Cutting High Grade Values
Where the assay distribution is skewed positively or approaches lognormal, erratic high grade assay values can have a disproportionate effect on the average grade of a deposit. One method of treating these outliers in order to reduce their influence on the average grade is to cut or cap them at a specific grade level.
In the absence of production data to calibrate the cutting level, inspection of the assay distribution can be used to estimate a first pass cutting level. Figure 14-3 and Figure 14-4 show the histogram and cumulative frequency log probability plot of Cg assays within the mineralized zone wireframes. Figure 14-5 shows the percentage of Cg loss with average cut grades.
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Figure 14-3:Histogram of Resource Assays
Figure 14-4:Cumulative Frequency Log Probability Plot
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Figure 14-5:Percent Graphite Loss and Average Cut Grades
Review of the resource assay histograms within the wireframe domains (Figure 14-3), cumulative probability plots (Figure 14-4), Cg loss with cutting (Figure 14-5) suggests that no cutting of high grades is required for the Albany graphite deposit. Additionally, the coefficients of variation (CV) of the assays (Table 14-3) are mostly less than one, another indication that cutting is unnecessary.
14.5Compositing
Sample lengths range from five centimetres to four metres within the wireframe models. More than two-thirds (71%) of samples were taken at one metre intervals (Figure 14-6). Approximately 1.35% have sample lengths greater than two metres. Given these distributions and considering the width of mineralization, resource assays were composited to two metre lengths. Compositing starting at the first mineralized wireframe boundary from the collar and resetting at each new wireframe boundary. Composites less than 0.5 m were removed from the database prior to statistical analysis and resource estimation but were used for variography. The elimination of the small composites did not affect the overall integrity of the composited database.
Table 14-4 summarizes the composite statistics. When compared to Table 14-3, the average grades are essentially the same and the CV values have been reduced.
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Table 14-4:Summary Statistics of Graphitic Carbon Resource Composites
Albany Graphite Corp. - Albany Graphite Project
Domain | Count | Mean | CV | Minimum | Median | Maximum |
10 | 2,484 | 5.20 | 0.60 | 0.02 | 5.44 | 14.99 |
14 | 891 | 0.69 | 1.16 | 0.02 | 0.46 | 9.08 |
20 | 3,152 | 2.57 | 0.80 | 0.00 | 2.29 | 10.77 |
21 | 36 | 1.71 | 0.64 | 0.27 | 1.70 | 3.98 |
Figure 14-6:Histogram of Sample Lengths
14.6Variography and Kriging Parameters
The GEMS 6.5 geostatistics module was used to prepare a series of variograms from Cg composite values located within the mineralized wireframes. The downhole variogram was well developed and indicates a nugget effect of 25% and 29% for the West and East pipes, respectively. Variograms were attempted in a variety of directions and indicated that the longest ranges were 100 m for the West Pipe and 76 m for the East Pipe. A single structure spherical model was used with a 25% nugget effect to model the West Pipe experimental variograms and a spherical model using two structures with a 29% nugget effect was applied to the East Pipe. Variography was reviewed in 2023 with the addition of additional resource assays; the review validates the parameters applied in the previous estimate. The variograms for the West and East pipes are shown in Figure 14-7 and Figure 14-8, respectively.
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A two-pass approach was used to interpolate block grades for both pipes, and no drill hole intercepts located outside the mineralized zone wireframes were used to interpolate block grades. The search ellipses are illustrated in Figure 14-9 and Figure 14-10, and the ranges varied by pipe (Table 14-5). For the West Pipe, the search ellipse was ovoid in the vertical (XY) plane, using an X and Y search distance of 76 m and 58 m, and 36 m in the Z direction. The second pass used search distances of 152 m, 116 m, and 72 m in the X, Y, and Z directions, respectively (Figure 14-9). For the East Pipe, the search ellipse was isotropic in the vertical (XY) plane, using an X and Y search distance of 100 m and a search distance of 35 m in the Z direction. The second pass used an X and Y search distance of 200 m and a search distance of 70 m in the Z direction (Figure 14-10).
The wireframe mineralized zone shells were used as hard boundaries to prevent the use of composites outside of the zones. The first pass search was limited to a minimum of four and a maximum of twelve composites per block estimate with a maximum of three composites per drill hole. The second pass search allowed an estimate with a minimum of two composites per block, a maximum of 24, and no limit placed on the number of composited used per drill hole.
Figure 14-7:West Pipe 3D Variograms
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Figure 14-8:East Pipe 3D Variograms
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Figure 14-9:West Pipe Interpolation Search Ellipsoids
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Figure 14-10:East Pipe Interpolation Search Ellipsoids
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Table 14-5:Block Estimate Estimation Parameters
Albany Graphite Corp. - Albany Graphite Project
Parameter | West Pipe | East Pipe | ||||
Domain | 20 | 21 | 10 | 14 | ||
Method | OK1 | OK | OK | OK | ||
Boundary Type | Hard | Hard | Hard | Hard | ||
Min. No. Comps. | Pass 1 | 4 | 4 | 4 | 4 | |
Pass 2 | 2 | 2 | 2 | 2 | ||
Max. No. Comps. | Pass 1 | 12 | 12 | 12 | 12 | |
Pass 2 | 24 | 24 | 24 | 24 | ||
Max. Comps. Per Drill Hole | Pass 1 | 3 | 3 | 3 | 3 | |
Pass 2 | NA | NA | NA | NA | ||
Search Anisotropy | Principal Azimuth | 245 | 245 | 290 | 290 | |
Principal Dip | -90 | -90 | -90 | -90 | ||
Int. Azimuth | 155 | 155 | 20 | 20 | ||
Search Ellipse | Range X (m) | Pass 1 | 76 | 76 | 100 | 100 |
Pass 2 | 152 | 152 | 200 | 200 | ||
Range Y (m) | Pass 1 | 58 | 58 | 100 | 100 | |
Pass 2 | 116 | 116 | 200 | 200 | ||
Range Z (m) | Pass 1 | 36 | 36 | 35 | 35 | |
Pass 2 | 72 | 72 | 70 | 70 | ||
Variogram Model | Nugget (C0) | 1.05 | 1.05 | 2.87 | 2.87 | |
Relative Nugget | 25% | 25% | 29% | 29% | ||
Structure | C1 | 3.16 | 3.16 | 2.98 | 2.98 | |
Range X (m) | 76.4 | 76.4 | 10.5 | 10.5 | ||
Range Y (m) | 57.8 | 57.8 | 10.5 | 10.5 | ||
Range Z (m) | 36.4 | 36.4 | 3.7 | 3.7 | ||
C2 | - | - | 4.19 | 4.19 | ||
Range X (m) | - | - | 100.0 | 100.0 | ||
Range Y (m) | - | - | 100.0 | 100.0 | ||
Range Z (m) | - | - | 35.0 | 35.0 | ||
Total Sill | 4.21 | 4.21 | 10.04 | 10.04 |
Notes:
1.Ordinary Kriging
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 14-16 |
14.7Bulk Density
Density determinations were completed by Zentek in 2013 on pre-selected assay samples using specific gravity. A total of 857 density measurements are available on the Project, 616 of which are within the mineralized resource domains. SLR reviewed the descriptive statistics (Table 14-6), histograms, and box plots (Figure 14-11) for density samples taken within the mineralisation wireframes and determined that there were no high density outliers that should be removed from the data set. SLR further tested whether density weighting should be applied to grade interpolation and concluded that there was no strong correlation between Cg grade and density. The density used for tonnage calculation on the Project is based on the geological model and bulk density values assigned the median value of samples taken with a specific domain.
The density values for all mineralized wireframes are based on Zentek's specific gravity testing results carried out by ALS on pre-selected assay samples in 2013. To convert volumes to tonnes, the QPs elected to derive an assigned density for each domain based on the median of the samples. For the mineralized resource domains, a density value of 2.59 t/m3 was assigned to the East Pipe graphitic breccia (10), 2.63 t/m3 to the low-grade graphitic overprint (14), 2.62 t/m3 to the West Pipe graphitic breccia (20), and 2.61 t/m3 to the mineralized wedge (21). For internal waste and barren sills (55), a density of 2.68 t/m3 was assigned and a value of 2.63 t/m3 was used for the Archean country rock host (99). Specific gravity testing was not carried out on the overlying limestone unit (66) and overburden (33): density values of 2.5 t/m3 and 1.8 t/m3, respectively, were assigned, which the QPs consider typical and reasonable values for the lithologies.
Table 14-6 summarizes the descriptive statistics for samples taken within the mineralization wireframes, waste rock of the West and East pipes, and country rock lithologies; density box plots by domain are shown in Figure 14-11.
Table 14-6:Summary Statistics of Density Measurements
Albany Graphite Corp. - Albany Graphite Project
Domain | Count | Mean (t/m³) | CV |
Minimum |
Median1 |
Maximum |
10 | 218 | 2.59 | 0.02 | 2.42 | 2.59 | 2.78 |
14 | 65 | 2.68 | 0.05 | 2.51 | 2.63 | 2.97 |
20 | 328 | 2.62 | 0.04 | 1.95 | 2.62 | 2.92 |
21 | 5 | 2.62 | 0.00 | 2.61 | 2.61 | 2.63 |
55 | 90 | 2.69 | 0.03 | 2.50 | 2.68 | 3.09 |
99 | 151 | 2.65 | 0.03 | 2.44 | 2.63 | 3.00 |
Notes:
1.Median density value assigned to all blocks within a specific domain.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 14-17 |
Figure 14-11:Box Plots of Density by Domain
Figure 14-12 plots density versus depth and Cg grade for measurements within the modelled pipes. Neither graph shows a correlation. SLR therefore applied unique tonnage factors by domain only.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 14-18 |
Figure 14-12:Scatterplots of Depth and Grade Versus Density
14.8Block Model
The original GEMS block model is made up of 210 columns, 185 rows, and 80 levels for a total of 3,108,000 blocks. The model origin (lower-left corner at highest elevation) is at UTM Zone 16 NAD 83 coordinates 681,700 m E, 5,544,750 m N, and 150 m elevation. Each block is 10 m (x) by 10 m (y) by 10 m (z). A whole block model with attributes that include domain, density, and Cg grades is used to manage blocks filled by mineralized domains. The domain model was created using majority rules with the main lithology solids (Table 14-2). The block model contains the following information:
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 14-19 |
•Domain identifiers with mineralized domain.
•Estimated grade of Cg within the wireframe models.
•Tonnage factors (density model), in tonnes per cubic metre, specific to each domain.
•Distance to the closest composite used to interpolate the block grade.
•Average composite distance used to interpolate the block grade.
•Number of drill holes used to interpolate the block grade.
•Number of composites used to interpolate the block grade.
•Interpolation pass.
•Resource classification of each block.
Prior to updating the current Mineral Resource estimate, SLR imported the block model as a CSV file into Leapfrog Geo, retaining identical properties and attributes of the GEMS model described above. The Cg block grade estimate was updated only for domains with new assay data, i.e., 10 and 20.
14.9Open Pit and Underground Reporting and Cut-off Grade
Cut-off grades were estimated for a conceptual operating scenario including:
Open pit and underground production at a rate of approximately 3,000 tonnes per day
Flotation recovery of 90.6% and concentrate grade of 83.4%
Production of a flotation concentrate on site
Shipping of concentrate to a third-party purification facility, to produce a high-value coated spherical purified graphite (CSPG) product
A market price of US$8,000 per tonne Cg was used, based on recent comparable projects focused on the high-purity graphite market.
To fulfill the NI 43-101 requirement of RPEEE, SLR prepared an optimized Whittle pit shell to constrain the block model for open pit resource reporting purposes and underground reporting shapes were developed using constraining wireframes built around continuous blocks above 1.76% Cg for underground resource reporting. The open pit was generated using Whittle software and an overall slope angle of 18.5° in overburden and 43.5° in all other rock types. Whittle analysis gave a discard cut-off grade of 1.22% Cg, and the pit shell was used to report open pit resources at this cut-off grade. For the underground portion of the Albany graphite deposit, the barren sill cutting the West and East pipes served as the limit between open pit resource reporting and underground reporting. Underground shapes were constructed in the mineralized blocks below the barren sill, and all blocks above 1.76% Cg within the underground reporting shapes were reported as Mineral Resources. In the QPs' opinion, RPEEE for underground resources is demonstrated by the large block size (10 m x 10 m x 10 m) and the adequate continuity of material above the 1.76% Cg cut-off grade (within the underground reporting shapes).
The open pit and underground cut-off grades and assumptions are summarized in Table 14-7.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 14-20 |
Figure 14-13 illustrates the final wireframe constraints used to report underground resources in the West and East Pipes.
Table 14-7:Mineral Resource Cut-off Grade Assumptions
Albany Graphite Corp. - Albany Graphite Project
Parameter | Units | Open Pit | Underground |
Cut-off Grade¹ | % Cg | 1.22 | 1.76 |
Graphite Product Price² | US$/t | 8,000 | 8,000 |
Transport & Marketing | C$/t product | 100 | 100 |
Profit Margin3 | C$/t product | 2,000 | 2,000 |
Royalties4 | C$/t product | 62 | 62 |
Total Selling Cost | C$/t product | 2,162 | 2,162 |
Flotation Recovery | % | 90.6 | 90.6 |
Concentrate Grade | % | 83.4 | 83.4 |
Payable Cg | % | 100 | 100 |
Processing Costs | C$/t milled | 20 | 20 |
Operational Support (G&A) | C$/t milled | 9 | 9 |
Purification Cost5 | C$/t milled | 60 | 60 |
Underground Mining Costs | C$/t mined | - | 40 |
Notes:
1.Pit discard cut-off and break-even cut-off considered for Open Pit and Underground mining, respectively.
2.Graphite product price of US$8,000/t converts to C$10,667/t at 0.75 exchange rate, resulting in a C$8,107/t concentrate used in obtaining resource shells.
3.Profit for third party toll milling.
4.Includes a 1.25% NSR royalty.
5.The toll purification cost was estimated based on third-party data for obtaining 99.99% purity from a similar concentrate.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 14-21 |
Figure 14-13:Wireframe Constraints Used for Underground Resource Reporting
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Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 14-22 |
14.10Block Model Validation
SLR validated the Albany block model in the following ways:
•Volumetric checks
•Inverse distance squared (ID2) interpolation as a check on ordinary kriging (OK)
•Visual comparison of block grades with composite grades
•Comparison of block grade with assay and composite statistics
Block model grades were visually examined and compared with composite and assay grades in vertical cross sections and plan sections. SLR confirmed that the block grades are reasonably consistent with local drill hole assay and composite grades.
Grade statistics, at a zero grade cut-off, for assays, composites, and blocks were examined and compared for all domains in the West and East Pipes (Table 14-8). The comparisons of average grades are reasonable in the QPs' opinion. In some cases, average block grades are slightly higher than average composite grades, for example domain 21 in the West Pipe and domain 14 in the East Pipe. This is attributed to a larger influence of some higher grade drill holes in some parts of these zones due to their relative location and spacing locally.
Table 14-8:Comparison of Grade Statistics for Assays, Composites, and Blocks
Albany Graphite Corp. - Albany Graphite Project
Statistic | Assays | Composites | Block Model |
(Cg %) | (Cg %) | (Cg %) | |
West Pipe Domain 20 | |||
Number of Cases | 4,821 | 2,617 | 12,577 |
Minimum | 0.02 | 0.00 | 0.05 |
Maximum | 14.65 | 10.36 | 6.97 |
Median | 2.25 | 2.29 | 2.23 |
Arithmetic Mean | 2.70 | 2.59 | 2.33 |
Standard Deviation | 2.39 | 2.04 | 1.28 |
Coefficient of Variation | 0.89 | 0.79 | 0.55 |
West Pipe Domain 21 | |||
Number of Cases | 83 | 36 | 64 |
Minimum | 0.02 | 0.27 | 0.42 |
Maximum | 5.23 | 3.99 | 3.17 |
Median | 1.20 | 1.72 | 1.80 |
Arithmetic Mean | 1.70 | 1.71 | 1.76 |
Standard Deviation | 1.46 | 1.09 | 0.66 |
Coefficient of Variation | 0.86 | 0.64 | 0.37 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 14-23 |
Statistic | Assays | Composites | Block Model |
(Cg %) | (Cg %) | (Cg %) | |
East Pipe Domain 10 | |||
Number of Cases | 4,695 | 2,382 | 6,165 |
Minimum | 0.02 | 0.02 | 0.09 |
Maximum | 20.80 | 14.99 | 9.26 |
Median | 5.18 | 5.37 | 4.60 |
Arithmetic Mean | 5.18 | 5.16 | 4.60 |
Standard Deviation | 3.89 | 3.18 | 1.93 |
Coefficient of Variation | 0.75 | 0.62 | 0.42 |
East Pipe Domain 14 | |||
Number of Cases | 1,642 | 891 | 3,098 |
Minimum | 0.02 | 0.02 | 0.04 |
Maximum | 16.25 | 9.08 | 3.92 |
Median | 0.40 | 0.46 | 0.63 |
Arithmetic Mean | 0.71 | 0.69 | 0.75 |
Standard Deviation | 1.08 | 0.79 | 0.42 |
Coefficient of Variation | 1.53 | 1.16 | 0.56 |
14.11Classification
Exploration results from geophysical surveys and drilling suggest the presence of two discrete mineralized breccia pipes with lower grade graphite-overprinted bedrock occurring as a halo surrounding the pipes. In general, drill holes are closely spaced near the centre of each pipe, and more widely spaced at their margins. Both pipes are cut by barren, post-emplacement sills. Given that the drill hole density and pipe contact data below these sills are markedly lower, all Mineral Resources below the sills (or within, as in the case with domain 21 in the West Pipe) were classified as Inferred.
The QPs classified the Mineral Resource above the sills in the West and East Pipes based on the distance to the nearest sample and the number of samples and drill holes, while at the same time taking into account the understanding and use of the geology. On this basis, the low grade halo in the East Pipe (domain 14) was classified as Inferred, regardless of the distance to the nearest sample or the number of samples and drill holes. From the base of the limestone to the top of the barren sills, the West and East Pipe graphitic breccia domains (20 and 10) were classified as Indicated if the block grade was interpolated during the first pass and Inferred if interpolated in the second pass (Table 14-5). Areas of Indicated Mineral Resources in the West and East Pipes had an average drill hole spacing of approximately 15 m near the pipe centres to approximately 50 m near the pipe margins. Figure 14-14 shows the classified blocks for the Albany graphite deposit.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 14-24 |
Figure 14-14:3D View of Mineral Resource Classification
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Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 14-25 |
14.12Detailed Mineral Resource Report
The Mineral Resource estimate for the Albany graphite deposit is shown by category, mining method, pipe, and domain in Table 14-9. Figure 14-15 shows the distribution of Cg grades in the block model. Figure 14-16 and Figure 14-17 show the Cg grades for the West and East pipes, respectively, in long section.
Table 14-9:Mineral Resource Estimate by Domain - April 30, 2023
Albany Graphite Corp. - Albany Graphite Project
Mining | Pipe |
Cut-off Grade |
Tonnage |
Grade |
Contained Graphitic Carbon |
Indicated | |||||
OP | West Pipe | 1.22 | 13.5 | 2.96 | 398,000 |
East Pipe and Halo | 1.22 | 9.4 | 5.67 | 535,000 | |
Total Indicated OP | 1.22 | 22.9 | 4.07 | 933,000 | |
UG | West Pipe | 1.76 | - | - | - |
East Pipe and Halo | 1.76 | - | - | - | |
Total Indicated UG | 1.76 | - | - | - | |
Total Indicated | 22.9 | 4.07 | 933,000 | ||
Inferred | |||||
OP | West Pipe | 1.22 | 2.5 | 2.86 | 72,000 |
East Pipe and Halo | 1.22 | 0.9 | 1.67 | 15,000 | |
Total Inferred OP | 1.22 | 3.4 | 2.55 | 87,000 | |
UG | West Pipe | 1.76 | 5.7 | 2.80 | 160,000 |
East Pipe and Halo | 1.76 | 4.0 | 3.23 | 128,000 | |
Total Inferred UG | 1.76 | 9.7 | 2.98 | 288,000 | |
Total Inferred | 13.1 | 2.87 | 375,000 |
Notes:
1.CIM (2014) definitions were followed for Mineral Resources.
2.Cg - graphitic carbon
3.Mineral Resources are estimated using a long-term price of US$8,000 per tonne Cg, and an exchange rate of US$0.75= C$1.00.
4.Bulk density is 2.62 t/m3 and 2.61 t/m3 for West Pipe domains 20 and 21, respectively, and 2.59 t/m3 and 2.63 t/m3 for East Pipe domains 10 and 14, respectively.
5.Open pit Mineral Resources are constrained by a pit-shell generated in Whittle software above a cut-off grade of 1.22% Cg.
6.Underground Mineral Resources are constrained within underground reporting shapes to demonstrate Reasonable Prospects for Eventual Economic Extraction and reported above a cut-off grade of 1.76% Cg.
7.Numbers may not add due to rounding.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 14-26 |
Figure 14-15:3D View of Block Model Graphite Grades
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Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 14-27 |
Figure 14-16:West Pipe Long Section View Looking Northwest
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NI 43-101 Technical Report - July 31, 2023 | 14-28 |
Figure 14-17:East Pipe Long Section View Looking Northeast
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NI 43-101 Technical Report - July 31, 2023 | 14-29 |
14.13Comparison with Previous Mineral Resource Estimate
Table 14-10 compares the current Mineral Resource estimate to the previous estimate reported in 2015 (RPA, 2015). The current estimate has incorporated five additional drill holes into the grade estimate and uses different reporting criteria.
Indicated Mineral Resource tonnage decreased from 24.3 Mt to 22.9 Mt. Inferred Mineral Resource tonnage decreased from 16.9 Mt tonnes to 13.1 Mt. Contained Cg classified as Indicated decreased by 35,000 tonnes and grade increased by 2% (0.1% Cg), and contained Cg classified as Inferred decreased by 70,000 tonnes and grade increased by 9% (0.2% Cg).
The differences are due to the following:
•Updated pit inputs, particularly the increase in purification cost associated with producing a coated spherical purified graphite (CSPG) product, which is slightly offset by a higher market price of graphitic carbon. The previous estimate was based on a scenario with a dedicated purification facility (higher capital cost), and the current estimate assumes toll purification by others (higher operating cost). The result is a marginally smaller open pit shell and a higher cut-off grade.
•SLR reported underground Mineral Resources within underground reporting shapes using constraining wireframes built around continuous blocks above 1.76% Cg, reporting only blocks above cut-off. The previous estimate reported all blocks within the constraining wireframes built around continuous blocks above 1.6%. In addition to an increase to the cut-off grade, the updated underground reporting shapes have been modified in the West Pipe with the incorporation of additional drilling that was lower grade in some areas.
Table 14-10:Comparison of Current Resource Estimate with 2015
Albany Graphite Corp. - Albany Graphite Project
Mining Method and |
Cut-off |
Tonnage |
Grade |
Contained Graphitic | |
2023a | OP | ||||
Indicated | 1.22 | 22.9 | 4.07 | 933,000 | |
Inferred | 1.22 | 3.4 | 2.55 | 87,000 | |
UG | |||||
Indicated | |||||
Inferred | 1.76 | 9.7 | 2.98 | 288,000 | |
Total Indicated | 1.22 | 22.9 | 4.07 | 933,000 | |
Total Inferred | Variable | 13.1 | 2.87 | 375,000 | |
2015b | OP | ||||
Indicated | 0.9 | 24.3 | 3.98 | 968,000 | |
Inferred | 0.9 | 5.4 | 2.58 | 138,000 | |
UG |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 14-30 |
Mining Method and |
Cut-off Grade |
Tonnage |
Grade |
Contained Graphitic | |
Indicated | 1.5 | - | - | - | |
Inferred | 1.5 | 11.5 | 2.67 | 307,000 | |
Total Indicated | 0.9 | 24.3 | 3.98 | 968,000 | |
Total Inferred | Variable | 16.9 | 2.64 | 445,000 |
Notes for 2023 Estimatea:
1.CIM (2014) definitions were followed for Mineral Resources.
2.Cg - graphitic carbon
3.Mineral Resources are estimated using a long-term price of US$8,000 per tonne Cg, and an exchange rate of US$0.75= C$1.00.
4.Bulk density is 2.62 t/m3 and 2.61 t/m3 for West pipe domains 20 and 21 and 2.59 t/m3 and 2.63 t/m3 for East pipe domains 10 and 14.
5.Open pit Mineral Resources are constrained by a pit-shell generated in Whittle software above a cut-off grade of 1.22% Cg.
6.Underground Mineral Resources are constrained within underground reporting shapes to demonstrate Reasonable Prospects for Eventual Economic Extraction and reported above a cut-off grade of 1.76% Cg.
7.Numbers may not add due to rounding.
Notes for 2015 Estimateb:
1.CIM definitions were followed for Mineral Resources.
1.Cg - graphitic carbon
2.Mineral Resources are estimated using a long-term price of US$7,500 per tonne Cg, and an exchange rate of US$0.82 = C$1.00.
3.Bulk density is 2.6 t/m3 in the pipes and 2.65 t/m3 in the halo of the East Pipe.
4.OP Mineral Resources are constrained by a pit-shell generated in Whittle software.
5.Numbers may not add due to rounding.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 14-31 |
15.0MINERAL RESERVE ESTIMATE
The are no Mineral Reserves estimated at the property.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
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16.0MINING METHODS
This section is not applicable.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 16-1 |
17.0RECOVERY METHODS
This section is not applicable.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 17-1 |
18.0PROJECT INFRASTRUCTURE
This section is not applicable.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 18-1 |
19.0MARKET STUDIES AND CONTRACTS
This section is not applicable.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 19-1 |
20.0ENVIRONMENTAL STUDIES, PERMITTING, AND SOCIAL OR COMMUNITY IMPACT
This section is not applicable.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 20-1 |
21.0CAPITAL AND OPERATING COSTS
This section is not applicable.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 21-1 |
22.0ECONOMIC ANALYSIS
This section is not applicable.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 22-1 |
23.0ADJACENT PROPERTIES
There are no significant properties adjacent to the Property.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 23-1 |
24.0OTHER RELEVANT DATA AND INFORMATION
No additional information or explanation is necessary to make this Technical Report understandable and not misleading.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 24-1 |
25.0INTERPRETATION AND CONCLUSIONS
SLR offers the following conclusions on the Albany Graphite Project by area:
25.1Geology and Mineral Resources
•Zentek, now AGC, discovered a unique graphite deposit of hydrothermal origin on the Property. The Albany graphite deposit is located in the Superior Province of the Canadian Shield, at the terrane boundary between the Quetico Subprovince to the north and the Marmion Subprovince to the south.
•The epigenetic deposit contains a large volume of highly crystalline, fluid-deposited graphite within an igneous host. Graphite occurs both in the matrix, as disseminated crystals, clotted to radiating crystal aggregates and veins, and along crystal boundaries and as small veins within the breccia fragments. The deposit is interpreted as a vent pipe breccia that formed from CO2-rich fluids that evolved due to pressure-related degassing of syenites of the Albany Alkalic Complex.
•Diamond drilling has outlined two graphite mineralized breccia pipes with three-dimensional continuity, and size and grades that can potentially be exploited economically.
•AGC's protocols for drilling, sampling, analysis, security, and database management meet industry accepted practices. The drill hole database was verified by the QPs and is suitable for Mineral Resource estimation work.
•SLR estimated Mineral Resources for the Albany graphite deposit using drill hole data available as of April 30, 2023. The Mineral Resource estimate is based on a potential combined open pit and underground mining scenario. SLR estimates Indicated Mineral Resources to total 22.9 million tonnes (Mt) at an average grade of 4.1% Cg, containing 933,000 tonnes of Cg. In addition, Inferred Mineral Resources are estimated to total 13.1 Mt at an average grade of 2.9% Cg, containing 375,000 tonnes of Cg.
oIn order to demonstrate Reasonable Prospects of Eventual Economic Extraction (RPEEE), open pit Mineral Resources were reported within an optimized Whittle pit shell at a cut-off grade of 1.22% Cg and UG Mineral Resources were reported within underground resource reporting shapes, satisfying the minimum mining size and continuity criteria, and using a cut-off grade of 1.76% Cg.
oAll of the Indicated Mineral Resources are estimated as open pit resources constrained by the Whittle pit shell.
oInferred Mineral Resources include 3.4 Mt Open Pit (OP) resources at an average grade of 2.5% Cg, containing 87,000 tonnes of Cg constrained by a Whittle pit shell, and 9.7 Mt of Underground (UG) resources below the pit shell at an average grade of 3.0% Cg, containing 288,000 tonnes of Cg.
•There are no Mineral Reserves estimated on the Property.
•The QPs are not aware of any environmental, permitting, legal, title, taxation, socio-economic, marketing, political, or other relevant factors that could materially affect the Mineral Resource estimate.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 25-1 |
25.2Metallurgical Testing and Mineral Processing
•Test work was conducted to support a PEA that was completed in 2015; the test work was carried out primarily at SGS Canada Inc. (SGS) in Lakefield, Ontario.
•Metallurgical test results at a bench scale level have demonstrated the following:
oGraphite concentrate can be produced via flotation targeting 88.6% graphitic carbon (Cg) and 84.54% recovery.
oGraphite concentrate was purified to yield a final graphite product grading 99.94% Cg and 89.13% recovery, for an overall recovery from flotation and purification of 75.40%. However, it is important to note that the test work conducted was limited, i.e., these results are only indicative and based on a limited number of samples.
•The metallurgical test work focused on achieving product purity and optimization of the process. The target product purity (>99.95% Cg) was achieved in one of the tests, but the same purity was not achieved during later optimization test work. This indicates that further improvements in optimization, process design, performance, and cost estimation are to be expected with advanced levels of study.
•The metallurgical response of the deposit has been evaluated using two composite samples (East Pipe and West Pipe) for flotation testing and using a homogenized mixture of flotation concentrates produced from East and West pipe samples for purification testing.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 25-2 |
26.0RECOMMENDATIONS
The SLR QPs offer the following recommendations by area:
26.1Geology and Mineral Resources
1.Review the expected values for the Certified Resource Materials used for the quality control and quality assurance program.
2.For drill core duplicates, submit two half core samples instead of quarter core.
26.2Metallurgical Testing and Mineral Processing
1.Conduct additional metallurgical testing with the following objectives:
oFurther optimize the purification process and demonstrate that the target purity of >99.95% can be consistently achieved.
oConfirm laboratory results, specifically related to regrinding, liquid-solid separation, reagent consumption, and thickening of products (concentrate and tails) for six stages of cleaner flotation.
oComplete analysis and characterization of process wastes.
oAssess corrosion risks related to the purification process.
oReview deposit variability.
26.3Proposed Budget
SLR recommends a two phase budget of C$5.83 million to advance the Albany graphite deposit (Table 26-1). Phase 2 is not contingent on Phase 1. The proposed work program includes the following items:
Phase 1 (2023):
•Perimeter Survey for Lease Blocks
Phase 2
•A marketing study
•Continued battery and metallurgical test work
•Various social and environmental baseline studies
Table 26-1:Proposed Budget
Albany Graphite Corp. - Albany Graphite Project
Item | C$ 000 |
Phase 1 | |
Perimeter Survey for Lease Blocks | 375 |
Phase 2 | |
Market Development Work | 500 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 26-1 |
Item | C$ 000 |
Metallurgical and Battery Test Work | 1,375 |
Community Engagement | 200 |
Environmental Baseline Studies (second year of baseline study) and Permitting | 1,400 |
Hydrogeology/Water Balance Study (pump test) | 500 |
Geotechnical Drilling and Analysis | 950 |
Contingency 10% | 530 |
Total | 5,830 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 26-2 |
27.0REFERENCES
BGC Engineering Inc., 2014, Albany Preliminary Economic Assessment Open Pit Preliminary Geotechnical Evaluation, prepared for Zenyatta Ventures Ltd. (July 18, 2014).
Canadian Institute of Mining, Metallurgy and Petroleum (CIM), 2014, CIM Definition Standards for Mineral Resources and Mineral Reserves, adopted by the CIM Council on May 10, 2014.
CIM, 2019, CIM Estimation of Mineral Resources & Mineral Reserves Best Practice Guidelines, adopted by the CIM Council on November 29, 2019.
Carey, G., 2012, Albany Project Block 4F, 2012 Assessment Report, Phase II Diamond Drill Program, Porcupine Mining District, Ontario, Pitopiko River, Feagan Lake Townships, NTS: 42K/01,02, 42F/15,16, August 20, 2012.
Carey, G., 2014, Albany Project, Block 4F, Porcupine Mining District, Ontario, 2013 Drill Assessment Report, Reconnaissance Drilling, Pitopiko River and Feagan Lake Areas, NTS: 42K/01,02 and 42F/15,16, January 16, 2014.
Conly, A. 2014a, Albany Graphite Deposit Genetic Model, Zenyatta Ventures Ltd., internal company memorandum, 8p.
Conly, A.G., 2014b, The Albany graphite deposit: a new sub-class of igneous-hosted graphite: Geological Association of Canada - Mineralogical Association of Canada Program with Abstracts, v. 37, pp. 60-61.
Conly, A.G., and Moore, L.C., 2015, Role of hypabyssal subvolcanic magmas in the genesis of the Albany graphite deposit: Joint Assembly (GAC-MAC-AGU) 2015 Program with Abstracts, Abstract number MD34A-0201 (web accessed May 25, 2015; https://agu.confex.com/agu/ja2015/meetingapp.cgi#Paper/36506).
Crone Geophysics & Exploration Ltd., 2013, Geophysical Interpretation Report covering Surface Pulse EM Surveys over the Albany Graphite Project for Zenyatta Ventures Limited during February - March 2013, 17 p.
Geotech Ltd., 2010, Report on a Helicopter-Borne Versatile Time Domain Electromagnetic (VTEM) and Aeromagnetic Survey, 1(A-D), 2(A-L), 3(A-F), 4(A-F), Hearst, Ontario, July 2010.
Harben, P.W., and Kuzvart, M., 1996, A Global Geology. Industrial Minerals Information Ltd., London, 462 p.
James, R., 2013, Petergraphic Descriptions, Zenyatta Venture Ltd., Albany Graphite Project, unpublished report, October 14, 2013, 21 p.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 27-1 |
JKTech Pty Ltd., 2014, SMC Test Report, JKTech Job No. 14007/P1, prepared for Zenyatta Ventures Ltd. (January 2014).
Koulomzine, T., 1959, Report on Mag Survey, Assessment Report File GM 08473.
Legault, J.M., Lymburner, J., Ralph, K., Wood, P., Orta, M. and Prikhodko, A., 2015, The Albany Graphite Discovery, Airborne and Ground Time-Domain EM, presented at KEGS Geophysics Symposium at PDAC 2015, February 28, 2015.
RPA Inc., 2014, Technical Report on the Albany Graphite Deposit, northern Ontario, Canada, prepared for Zenyatta Ventures Ltd., filed on SEDAR/available at www.sedar.com (January 16, 2014).
RPA Inc., 2015, Technical Report on the Albany Graphite Deposit, northern Ontario, Canada, prepared for Zenyatta Ventures Ltd., filed on SEDAR/available at www.sedar.com (July 9, 2015).
Sage, R.P., 1988, Nagagami River Alkalic Rock Complex, Ontario Geological Survey, Study #43.
SGS Canada Inc., 2013, An investigation into the Purification of Zenyatta Graphite from the Albany Graphite Deposit, prepared for Zenyatta Ventures Ltd. (April 22, 2013).
SGS Canada Inc., 2014a, An Investigation into a Graphite Flotation Pilot Plant Campaign from the Albany Deposit, Project 13621-003 - Final Report, prepared for Zenyatta Ventures Ltd. (June 26, 2014).
SGS Canada Inc., 2014b, Zenyatta Data Oct 2'14.xlsx, (October 2, 2014).
SGS Canada Inc., 2014c, Zenyatta PDPRDM Nov14'14.xlsx, (November 14, 2014).
SGS Canada Inc., 2014d, Zenyatta Dec 2'14 Submitted.xlsx, (December 2, 2014).
SGS Canada Inc., 2014e, An Investigation into Flotation Optimization and Pilot Plant Concentrate Upgrading on Samples from the Albany Graphite Project, Project 13621-006 - Progress Report #1, prepared for Zenyatta Ventures Ltd. (December 3, 2014).
SGS Canada Inc., 2015a, Process Design Package for the Albany Graphite Project Graphite Purification Flowsheet, Preliminary Assessment Study, SGS Project Reference: CALR 13621-008 and 009, prepared for Zenyatta Ventures Ltd., (May 3, 2015).
SGS Canada Inc., 2015b, Unrevised Version R0 - Process Design Package for the Albany Graphite Project Graphite Purification Flowsheet, Preliminary Assessment Study, SGS Project Reference: CALR 13621-008 and 009, prepared for Zenyatta Ventures Ltd., (May 19, 2015).
SGS Canada Inc., 2015c, Zenyatta May 19 2015 PDP R0Values.xlsx, (May 19, 2014).
SGS Canada Inc., 2017, An Investigation into a Graphite Flotation Pilot Plant Campaign from the Albany Deposit, prepared for Zenyatta Ventures Ltd. (April 20, 2017).
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 27-2 |
SGS Canada Inc., 2018, An Investigation into the Hydrometallurgical Upgrading of a Graphite Concentrate Produced by Flotation from the Albany Deposit, prepared for Zenyatta Ventures Ltd. (September 5, 2018).
SGS Canada Inc., 2019, An Investigation into Locked Cycle Testing of the Hydrometallurgical Upgrading of Graphite Flotation Concentrate from the Albany Deposit, prepared for Zenyatta Ventures Ltd. (April 15, 2019).
Stott, G.M., and Corfu, F., 1991: Uchi Subprovince; in Geology of Ontario, Ontario Geological Survey, Special Volume 4, Part 1, pp.145-236.
Stott, G.M., Corkery, T., Leclair, A., Boily, M., and Percival, J., 2007, A revised terrane map for the Superior Province as interpreted from aeromagnetic data; in Woodruff, L. (ed.), Institute on Lake Superior Geology Proceedings, 53rd Annual Meeting, Lutsen, Minnesota, v.53, Part 1, pp.74-75.
Stott, G.M., 2008, Precambrian geology of the Hudson Bay and James Bay lowlands region interpreted from aeromagnetic data - south sheet; Ontario Geological Survey, Preliminary Map P.3599, scale 1:500 000.
Vaillancourt, C., Sproule, R.A., MacDonald, C.A., and Lesher, C.M., 2003, Investigation of Mafic-Ultramafic Intrusions in Ontario and Implications for Platinum Group Element Mineralization: Operation Treasure Hunt; Ontario Geological Survey File Report 6102.
Venn, V. R., 1964, Preliminary Map P.237, Algoma Ore Properties, Assessment Files, Sault Ste. Marie.
Zentek Ltd., Zentek Announces Agreement to Transfer Albany Graphite Project to Subsidiary and Intention of Albany Graphite Corp. to Complete a Private Placement Financing, news release, April 24, 2023.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 27-3 |
28.0DATE AND SIGNATURE PAGE
This report titled "Technical Report on the Albany Graphite Project, Ontario, Canada" with an effective date of April 30, 2023 was prepared and signed by the following authors:
(Signed & Sealed)Marie-Christine Gosselin | |
Dated at Toronto, ON | Marie-Christine Gosselin, P.Geo |
July 31, 2023 | Project Geologist |
(Signed & Sealed)Katharine M. Masun | |
Dated at Toronto, ON | Katharine M. Masun, M.Sc., MSA, P.Geo. |
July 31, 2023 | Principal Geologist |
(Signed & Sealed)Arunasalam Vathavooran | |
Dated at Bristol, UK | Arunasalam Vathavooran |
July 31, 2023 | Consultant Metallurgist and Process Engineer |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 28-1 |
29.0CERTIFICATE OF QUALIFIED PERSON
29.1Marie-Christine Gosselin
I, Marie-Christine Gosselin, P.Geo., as an author of this report entitled "Technical Report on the Albany Graphite Project, Ontario, Canada" with an effective date of April 30, 2023, prepared for Albany Graphite Corp., do hereby certify that:
1.I am a Project Geologist with SLR Consulting (Canada) Ltd, of Suite 501, 55 University Ave., Toronto, ON M5J 2H7.
2.I am a graduate of Université Laval, Québec, QC in 2014 with a B.Sc. degree in geology.
3.I am registered as a Professional Geologist with l'Ordre des Géologues du Québec (Reg.#02060) and temporarily with the Province of Ontario (Reg. #3799). I have worked as a geologist for a total of 9 years since my graduation. My relevant experience for the purpose of the Technical Report is:
•Lithology and mineralization modelling
•Target generation and drill hole planning
•Data analysis
•Experience as Production Geologist, Exploration Geologist with porphyry copper, sediment hosted copper, Canadian Archaean gold, and VMS deposits in Canada
•Experienced user of Leapfrog Geo, Vulcan, ArcGIS, and acQuire
4.I have read the definition of "qualified person" set out in National Instrument 43-101 (NI 43-101) and certify that by reason of my education, affiliation with a professional association (as defined in NI 43-101) and past relevant work experience, I fulfill the requirements to be a "qualified person" for the purposes of NI 43-101.
5.I visited the Albany Graphite Project on March 15, 2023.
6.I s responsible for Sections 1.2.1, 1.3.1, 2 through 12, 14, 25.1, and 26.1, and contributions to Section 27 of the Technical Report.
7.I am independent of the Issuer applying the test set out in Section 1.5 of NI 43-101.
8.I have had no prior involvement with the property that is the subject of the Technical Report.
9.I have read NI 43-101, and the Technical Report has been prepared in compliance with NI 43-101 and Form 43-101F1.
10.At the effective date of the Technical Report, to the best of my knowledge, information, and belief, the Sections for which I am responsible contain all scientific and technical information that is required to be disclosed to make the Technical Report not misleading.
Dated this 31st day of July, 2023,
(Signed & Sealed)Marie-Christine Gosselin
Marie-Christine Gosselin, P.Geo.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 29-1 |
29.2Katharine M. Masun
I, Katharine M. Masun, M.Sc., MSA, P.Geo., as an author of this report entitled "Technical Report on the Albany Graphite Project, Ontario, Canada" with an effective date of April 30, 2023, prepared for Albany Graphite Corp., do hereby certify that:
1.I am a Principal Geologist with SLR Consulting (Canada) Ltd, of Suite 501, 55 University Ave., Toronto, ON M5J 2H7.
2.I am a graduate of Lakehead University, Thunder Bay, Ontario, Canada, in 1997 with an Honours Bachelor of Science degree in Geology and in 1999 with a Master of Science degree in Geology. I am also a graduate of Ryerson University in Toronto, Ontario, Canada, in 2010 with a Master of Spatial Analysis.
3.I am registered as a Professional Geologist in the Province of Ontario (Reg. #1583). I have worked as a geologist for a total of 26 years since my graduation. My relevant experience for the purpose of the Technical Report is:
•Review and report as a professional geologist on many mining and exploration projects around the world for due diligence and regulatory requirements
•Mineral Resource estimates on a variety of commodities including zinc, copper, nickel, silver, gold, REE, tin, graphite, and diamonds.
•Project Geologist on numerous field and drilling programs in North America, South America, Asia, and Australia
•Experienced user of geological and resource modelling software
4.I have read the definition of "qualified person" set out in National Instrument 43-101 (NI 43-101) and certify that by reason of my education, affiliation with a professional association (as defined in NI 43-101) and past relevant work experience, I fulfill the requirements to be a "qualified person" for the purposes of NI 43-101.
5.I have not visited the Albany Graphite Project.
6.I am responsible for Sections 1.1, 1.2.1, 1.3.1, 1.3.3, 2 through 12, 14, 25.1, and 26.1, and contributions to Section 27 of the Technical Report.
7.I am independent of the Issuer applying the test set out in Section 1.5 of NI 43-101.
8.I have prepared NI 43-101 Technical Reports on the Property dated January 16, 2014, and July 9, 2015.
9.I have read NI 43-101, and the Technical Report has been prepared in compliance with NI 43-101 and Form 43-101F1.
10.At the effective date of the Technical Report, to the best of my knowledge, information, and belief, the Sections for which I am responsible contain all scientific and technical information that is required to be disclosed to make the Technical Report not misleading.
Dated this 31st day of July, 2023,
(Signed & Sealed)Katharine M. Masun
Katharine M. Masun, M.Sc., MSA, P.Geo.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 29-2 |
29.3Arunasalam Vathavooran
I, Arunasalam Vathavooran, Ph.D., CEng, FIMMM, as an author of this report entitled "Technical Report on the Albany Graphite Project, Ontario, Canada" with an effective date of April 30, 2023, prepared for Albany Graphite Corp., do hereby certify that:
1.I am Consulting Metallurgist and Process Engineer with SLR Consulting Ltd., of Brew House, Jacob Street, Tower Hill, Bristol BS2 0EQ, UK.
2.I am a graduate of the University of Moratuwa, Sri Lanka in 2001 with a BSc.Eng. in Mining and Minerals Engineering and the University of Nottingham, UK in 2006 with a Ph.D. degree in Mineral Processing.
3.I am registered as a Chartered Engineer in the UK with the Engineering Council (Reg. #579205) and am a Fellow Member of the Institute of Materials, Minerals and Mining (Membership #444570). I have worked as a mineral process engineer / metallurgist for a total of 21 years since my BSc Eng. graduation. My relevant experience for the purpose of the Technical Report is:
•Numerous consulting assignments, including feasibility and pre-feasibility studies, Competent Person's reports, NI 43-101 Technical Reports, audits, and due diligence for financial institutions
•Extensive experience in various commodities, including gold, silver, zinc, copper, tungsten, coal, iron, phosphate, potassium, niobium, manganese, tantalum, titanium, and vanadium
•Design, supervision, and management of mineral processing and hydrometallurgical testwork programmes
•Conceptual process plant designs for gold, silver, and base metal projects
•Simulation, analysis, and debottlenecking of mineral processing flowsheets, mass balance-based steady state simulations
•Equipment sizing, selection, and plant cost estimation
•Senior Metallurgist with a large multinational consulting and engineering firm
•Senior Metallurgist with a renowned company specializing in the development and application of advanced technologies for mineral processing and environmental industries
•Research engineer with various universities and centres in Sri Lanka, the UK, and the USA
4.I have read the definition of "qualified person" set out in National Instrument 43-101 (NI 43-101) and certify that by reason of my education, affiliation with a professional association (as defined in NI 43-101) and past relevant work experience, I fulfill the requirements to be a "qualified person" for the purposes of NI 43-101.
5.I have not visited the Albany Graphite Project
6.I am responsible for Section 1.2.2, 1.3.2, 13, 25.2, and 26.2, and contributions to Section 27 of the Technical Report.
7.I am independent of the Issuer applying the test set out in Section 1.5 of NI 43-101.
8.I have had no prior involvement with the property that is the subject of the Technical Report.
9.I have read NI 43-101, and the Technical Report has been prepared in compliance with NI 43-101 and Form 43-101F1.
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 29-3 |
10.At the effective date of the Technical Report, to the best of my knowledge, information, and belief, the Sections for which I am responsible contain all scientific and technical information that is required to be disclosed to make the Technical Report not misleading.
Dated this 31st day of July, 2023,
(Signed & Sealed)Arunasalam Vathavooran
Arunasalam Vathavooran, Ph.D., CEng, FIMMM
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 29-4 |
30.0APPENDIX 1
30.1Mineral Claims
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 30-1 |
Table 30-1:List of Claims
Albany Graphite Corp. - Albany Graphite Project
Claim Number | Owner | Status | Issue Date | Due Date |
102303 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
103472 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
103563 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
103564 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
103565 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
104157 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
104158 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
104159 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
104160 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
104161 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
104742 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
105055 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
105056 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
105812 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
106112 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
106169 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
106223 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
106790 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
107152 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
108700 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
108845 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
110195 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
110196 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
110347 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
111356 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
111367 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
112818 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
113467 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
117604 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
118832 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
118833 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 30-2 |
Claim Number | Owner | Status | Issue Date | Due Date |
119106 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
119975 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
119985 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
120173 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
121309 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
121438 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
122203 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
122204 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
122205 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
122574 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
122586 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
122680 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
122778 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
122779 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
122925 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
122954 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
122955 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
122956 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
123556 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
123557 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
123938 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
124238 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
124239 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
124324 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
125878 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
126166 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
126167 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
127240 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
127241 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
127835 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
127871 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
127872 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
127876 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 30-3 |
Claim Number | Owner | Status | Issue Date | Due Date |
130190 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
130530 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
131000 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
131441 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
131442 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
131451 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
133702 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
133703 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
133717 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
134162 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
134181 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
134220 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
134221 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
134298 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
134799 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
134995 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
137349 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
137802 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
138171 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
138172 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
138173 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
138174 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
138699 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
139339 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
139691 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
139692 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
140891 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
141721 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
141722 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
141723 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
141724 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
141725 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
141726 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 30-4 |
Claim Number | Owner | Status | Issue Date | Due Date |
143264 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
143897 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
144164 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
147679 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
148213 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
149413 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
149448 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
149449 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
149841 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
150127 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
150189 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
150334 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
150371 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
150384 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
150554 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
150555 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
150924 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
150925 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
150968 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
150969 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
150970 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
150971 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
153765 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
154042 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
154086 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
155267 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
155268 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
155269 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
155881 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
156278 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
156279 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
158418 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
158419 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 30-5 |
Claim Number | Owner | Status | Issue Date | Due Date |
158436 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
159776 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
159777 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
160288 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
160564 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
161073 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
161074 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
161081 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
161209 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
162363 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
163872 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
163873 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
165046 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
165047 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
165048 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
165175 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
166507 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
166654 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
167975 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
169229 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
169879 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
171863 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
171864 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
171991 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
172750 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
174023 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
174242 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
175214 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
176787 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
176822 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
176823 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
178725 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
178726 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 30-6 |
Claim Number | Owner | Status | Issue Date | Due Date |
178868 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
178916 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
178917 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
179402 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
179454 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
179466 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
179499 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
179797 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
179798 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
179799 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
180009 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
180533 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
180544 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
182623 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
183456 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
183637 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
183638 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
183687 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
185319 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
185320 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
185321 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
186165 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
186177 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
186302 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
186303 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
186599 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
186600 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
186601 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
186734 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
186784 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
186785 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
186786 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
187083 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 30-7 |
Claim Number | Owner | Status | Issue Date | Due Date |
187949 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
188348 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
188349 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
189376 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
189377 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
190171 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
190726 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
190727 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
192179 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
193439 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
195244 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
195245 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
195782 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
195783 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
196324 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
196325 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
198459 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
198512 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
198513 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
198865 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
198866 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
198988 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
199032 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
199064 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
199237 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
200454 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
200455 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
200456 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
202595 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
204276 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
204496 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
204497 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
205796 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 30-8 |
Claim Number | Owner | Status | Issue Date | Due Date |
205797 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
205833 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
205834 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
206437 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
207136 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
207237 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
207778 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
207779 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
210922 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
210939 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
211780 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
213002 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
213003 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
213049 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
215382 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
215383 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
215396 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
215873 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
215884 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
215885 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
218065 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
218066 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
220520 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
221137 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
223282 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
223283 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
223818 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
223819 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
225159 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
225160 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
225252 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
225941 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
225942 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 30-9 |
Claim Number | Owner | Status | Issue Date | Due Date |
226859 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
227989 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
230662 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
230663 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
231295 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
231296 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
231314 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
231751 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
231787 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
233144 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
233263 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
233264 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
233265 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
233295 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
233970 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
234000 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
234431 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
234432 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
236919 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
236969 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
236970 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
237002 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
237003 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
237339 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
238815 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
239797 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
240637 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
240755 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
240834 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
241274 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
241534 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
243440 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
245327 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 30-10 |
Claim Number | Owner | Status | Issue Date | Due Date |
245558 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
245559 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
245599 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
246188 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
246189 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
246588 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
246689 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
248612 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
249822 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
250146 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
250454 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
250766 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
250767 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
250782 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
250904 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
250953 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
251960 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
251961 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
252746 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
252750 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
253482 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
253581 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
253630 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
253668 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
253760 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
253915 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
254091 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
254092 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
254093 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
255653 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
256026 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
257254 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
262445 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 30-11 |
Claim Number | Owner | Status | Issue Date | Due Date |
262446 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
262992 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
265162 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
265163 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
265209 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
265685 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
265936 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
267101 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
268010 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
269202 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
271800 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
273227 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
273728 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
273763 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
273764 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
275963 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
275964 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
278677 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
279311 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
279474 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
279803 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
281115 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
281986 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
282041 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
282396 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
282403 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
282798 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
282846 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
282857 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
282890 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
283235 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
285988 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
286549 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 30-12 |
Claim Number | Owner | Status | Issue Date | Due Date |
286550 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
286551 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
287169 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
287170 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
287180 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
288392 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
290037 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
290038 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
290072 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
290073 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
290136 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
290171 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
290172 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
290475 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
290940 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
292553 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
292554 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
293480 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
293481 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
294014 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
294015 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
294016 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
294655 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
294656 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
295300 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
295301 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
295302 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
295472 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
295482 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
295706 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
297997 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
297998 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
297999 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 30-13 |
Claim Number | Owner | Status | Issue Date | Due Date |
298062 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
298421 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
298422 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
298444 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
298445 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
301507 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
301508 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
301509 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
302199 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
302210 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
302219 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
302307 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
302308 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
302309 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
302733 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
303007 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
303638 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
303639 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
303720 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
304334 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
305409 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
306151 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
306182 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
307266 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
307267 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
307412 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
309071 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
309727 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
310349 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
312913 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
312914 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
312915 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
312916 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 30-14 |
Claim Number | Owner | Status | Issue Date | Due Date |
312917 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
313197 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
314481 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
314483 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
314892 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
315770 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
316440 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
316689 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
318707 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
319383 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
319384 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
319389 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
319413 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
319605 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
319606 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
319653 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
319671 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
319672 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
319698 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
319699 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
319700 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
320242 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
320243 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
320244 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
320395 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
320434 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
324451 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
324571 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
324917 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
325073 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
325931 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
325932 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
325933 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 30-15 |
Claim Number | Owner | Status | Issue Date | Due Date |
328380 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
328381 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
329674 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
329685 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
329686 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
333447 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
333668 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
335538 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
335539 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
335757 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
335894 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
336481 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
337608 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
338352 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
338395 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
338396 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
339440 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
340286 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
340921 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
340922 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
340945 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
340990 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
341040 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-03-21 |
341103 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
341543 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
341797 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
342432 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
342514 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
342868 | Albany Graphite Corp. | Active | 2018-04-10 | 2026-02-28 |
541602 | Albany Graphite Corp. | Active | 2019-02-09 | 2026-02-28 |
541603 | Albany Graphite Corp. | Active | 2019-02-09 | 2026-02-28 |
541604 | Albany Graphite Corp. | Active | 2019-02-09 | 2026-02-28 |
541605 | Albany Graphite Corp. | Active | 2019-02-09 | 2026-02-28 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 30-16 |
Claim Number | Owner | Status | Issue Date | Due Date |
541719 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541720 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541721 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541722 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541723 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541724 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541725 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541726 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541727 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541728 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541729 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541730 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541731 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541732 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541733 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541734 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541735 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541736 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541737 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541738 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541739 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541740 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541741 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541742 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541743 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541744 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541745 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
541747 | Albany Graphite Corp. | Active | 2019-02-11 | 2026-02-28 |
Albany Graphite Corp. | Albany Graphite Project, SLR Project No: 233.03783.R0000 | ||
NI 43-101 Technical Report - July 31, 2023 | 30-17 |
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Zentek Ltd. published this content on 06 September 2023 and is solely responsible for the information contained therein. Distributed by Public, unedited and unaltered, on 06 September 2023 14:33:04 UTC.