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Table of Contents

1.0 SUMMARY 1
1.1 GENERAL INFORMATION 1
1.2 PROPERTY LOCATION, DESCRIPTION AND OWNERSHIP 1
1.2.1 Bankruptcy and Change of Ownership 2
1.3 ACCESSIBILITY, CLIMATE, PHYSIOGRAPHY, LOCAL RESOURCES AND INFRASTRUCTURE 2
1.3.1 Accessibility 2
1.3.2 Climate 3
1.3.3 Physiography 3
1.3.4 Local Resources and Infrastructure 3
1.4 HISTORY AND EXPLORATION/DRILLING PROGRAMS 4
1.4.1 Discovery and Early Mining History (1863 to 1935) 4
1.4.2 Previous Exploration and Development (1982 to 2009) 5
1.4.3 Operating Phases of the Moss Mine under Northern Vertex Mining Corporation (2013 to 2021) 5
1.4.4 Exploration and Operation of Moss Mine under Elevation Gold Mining Corp July, 2021 to 2024 6
1.5 GEOLOGICAL SETTING AND MINERALIZATION 7
1.5.1 Regional Geology 7
1.5.2 Host Rocks 7
1.5.3 Mineralization 8
1.6 METALLURGICAL TESTING AND MINERAL PROCESSING 8
1.7 MINERAL RESOURCE ESTIMATE 9
1.7.1 Introduction 9
1.7.2 Drill Hole Database 9
1.7.3 Geological Model 9
1.7.4 Exploratory Data Analysis 10
1.7.5 Composites 10
1.7.6 Density 10
1.7.7 Block Model 11
1.7.8 Gold Grade Estimation Parameters 11
1.7.9 Silver Grade Estimation Parameters 11
1.7.10 Classification of Mineral Resources 12
1.7.11 Reasonable Prospects of Eventual Economic Extraction 14
1.7.12 Mineral Resource Estimation Tabulation 14
1.8 CONCLUSIONS 16
1.8.1 Risks and Opportunities 16
1.9 BUDGETS AND RECOMMENDATIONS 18
1.9.1 Mine Geology/Exploration Budget 18
1.9.2 Regional Exploration Budget 18
1.9.3 Further Recommendations 20
   
2.0 INTRODUCTION 21
2.1 TERMS OF REFERENCE 21
2.2 DISCUSSIONS, MEETINGS, SITE VISIT AND QUALIFIED PERSONS 21
2.3 SOURCES OF INFORMATION 22


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2.4 UNITS OF MEASUREMENT AND ABBREVIATIONS 23
   
3.0 RELIANCE ON OTHER EXPERTS 26
   
4.0 PROPERTY DESCRIPTION AND LOCATION 27
4.1 MOSS PROJECT LOCATION 27
4.2 MINERAL TENURE AND OWNERSHIP 28
4.2.1 Golden Vertex Corp. (Golden Vertex) 28
4.2.2 Bankruptcy and Change of Ownership 33
4.3 ROYALTIES 34
4.3.1 MinQuest Inc. 34
4.3.2 Greenwood Agreement 36
4.3.3 La Cuesta International Inc. (La Cuesta or LCI) 36
4.3.4 Patriot Gold. 36
4.4 PROPERTY ACCESS 36
4.5 HISTORIC LIABILITIES 37
4.5.1 Phase I Liabilities 37
4.5.2 Permits 37
4.6 QP COMMENTS 38
   
5.0 ACCESSIBILITY, CLIMATE, LOCAL RESOURCES, INFRASTRUCTURE AND PHYSIOGRAPHY 39
5.1 ACCESSIBILITY 39
5.2 CLIMATE 39
5.3 LOCAL RESOURCES AND INFRASTRUCTURE 39
5.3.1 Surface Rights, Power, Water and Personnel 39
5.4 PHYSIOGRAPHY 40
5.4.1 Topography, Elevation and Vegetation 40
   
6.0 HISTORY 41
6.1 PROPERTY HISTORY 41
6.1.1 Discovery and Early Mining History (1863 to 1935) 41
6.1.2 Previous Exploration and Development (1982 to 2009) 42
6.1.3 Historical Production 43
6.2 OPERATING PHASES OF THE MOSS MINE UNDER NORTHERN VERTEX MINING CORPORATION (2013 TO 2021) 44
6.2.1 Phase 1 Project Description 44
6.2.2 Phase II Project Description 44
6.2.3 Phase III 44
6.3 EXPLORATION AND OPERATION OF MOSS MINE UNDER ELEVATION GOLD MINING CORP JULY, 2021 TO 2024 45
6.3.1 Operations and Production by Elevation Gold Mining Corp. During the Period July 1, 2021 to 2024 46
6.4 CORPORATE OWNERSHIP OF THE MOSS MINE PROJECT 2011 TO PRESENT 46
6.5 MINERAL RESOURCE ESTIMATES 47
6.6 EXPLORATION BY ELEVATION GOLD OUTSIDE OF THE MOSS MINE 47
6.6.1 West Oatman 47
6.6.2 Florence Hill 49


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7.0 GEOLOGICAL SETTING AND MINERALIZATION 52
7.1 SOURCES OF INFORMATION 52
7.2 REGIONAL SETTING 52
7.3 HOST ROCKS 53
7.4 MINERALIZATION 53
7.4.1 Moss Vein System 56
7.4.2 West Extension of the Moss Vein 56
7.4.3 Morphology of the Moss Vein 59
7.4.4 Ruth Vein 60
7.4.5 Gold-Silver Mineralization 61
7.5 OXIDATION 65
7.6 STRUCTURAL GEOLOGY 66
7.6.1 Faults 66
7.6.2 Dikes 66
7.7 CURRENT GEOLOGICAL CONCEPTS 67
   
8.0 DEPOSIT TYPES 71
   
9.0 EXPLORATION 74
9.1 INTRODUCTION 74
9.2 PREVIOUS OWNERS AND OPERATORS (1982 TO 2009) 74
9.3 NVMC/GVC (2011 THROUGH 2015) 74
9.3.1 2011 Exploration Program 74
9.3.2 2012 Exploration Program 74
9.3.3 2013/2014 Exploration Program 74
9.3.4 2016 Mapping and Sampling 77
9.3.5 2017 Mapping and Sampling 78
9.3.6 2020 Mapping and Sampling 78
9.3.7 2021 Mapping and Sampling 78
9.3.8 2021 Multi-Spectral Survey 78
9.3.9 Land Expansion 80
   
10.0 DRILLING 81
10.1 LEGACY DRILLING 81
10.2 NORTHERN VERTEX DRILLING 2019 TO 2021 83
10.3 ELEVATION GOLD MINING CORP. DRILLING FROM 2022 TO 2024 86
10.3.1 Reynolds Pit 91
10.3.2 West Extension 92
10.3.3 West Pit 93
10.3.4 Centre Pit 94
10.4 QP COMMENTS 94
   
11.0 SAMPLE PREPARATION, ANALYSES AND SECURITY 96
11.1 GENERAL INFORMATION 96
11.2 SAMPLE COLLECTION AND SECURITY 96
11.2.1 2011 to 2013 Reverse Circulation Samples 96
11.2.2 2011 to 2013 Core samples 96


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11.2.3 2012 Percussion Samples 97
11.2.4 2016 to 2017 98
11.2.5 2019 to 2023 98
11.3 SAMPLE PREPARATION AND ANALYSIS 98
11.3.1 2011 to 2013 Samples 98
11.3.2 2016 to 2017 Samples 99
11.3.3 2019 to 2023 Samples 99
11.4 QUALITY ASSURANCE / QUALITY CONTROL RESULTS 100
11.4.1 QA/QC Results 2011 100
11.4.2 QA/QC Results 2012 100
11.4.3 QA/QC Results 2013 100
11.4.4 QA/QC Results 2020 102
11.4.5 QA/QC Results 2021 102
11.4.6 QA/QC Results 2022 102
11.4.7 QA/QC Results 2023 102
11.5 QUALIFIED PERSON'S COMMENTS 104
   
12.0 DATA VERIFICATION 105
12.1 DRILL HOLE DATABASE 105
12.2 REVIEW OF DRILL HOLE COLLAR ELEVATIONS 107
12.3 REVIEW OF THE DOWN-HOLE SURVEY DATA 107
12.4 VALIDATION OF ASSAYS 107
12.5 RC HOLE ASSAY STATISTICAL ANALYSIS 108
12.6 PERCUSSION HOLE ASSY STATISTICAL ANALYSIS 110
12.7 COMPARISON OF ASSAYS BY LABORATORY 112
12.8 INDEPENDENT VERIFICATION SAMPLES 114
12.9 QUALIFIED PERSON SITE INSPECTION 115
12.10 QUALIFIED PERSON OPINION 116
   
13.0 MINERAL PROCESSING AND METALLURGICAL TESTING 117
13.1 INTRODUCTION 117
13.2 METALLURGICAL TESTWORK 117
13.2.1 Historical Testwork 117
13.2.2 2023 Testwork 118
13.2.3 2025 Testwork 120
13.3 PRODUCTION RECONCILIATION 120
13.3.1 Operational Gold Recovery Performance 120
13.3.2 Operational Silver Recovery Performance 121
13.4 CONCLUSIONS AND RECOMMENDATIONS 122
   
14.0 MINERAL RESOURCE ESTIMATES 124
14.1 INTRODUCTION 124
14.2 DRILL HOLE DATABASE 124
14.3 GEOLOGICAL MODEL 125
14.4 EXPLORATORY DATA ANALYSIS 127
14.4.1 Assays 127
14.4.2 Composites 128


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14.4.3 Grade Capping 130
14.4.4 Contact Analysis 133
14.4.5 Density 134
14.5 SPATIAL ANALYSIS - VARIOGRAPHY 135
14.5.1 Gold Grade Variography 135
14.5.2 Silver Grade Variography 136
14.6 BLOCK MODEL 139
14.6.1 Gold Grade Estimation Parameters 139
14.6.2 Silver Grade Estimation Parameters 140
14.6.3 Density Model 141
14.6.4 Block Model Validation 142
14.7 MINERAL RESOURCES 151
14.7.2 Reasonable Prospects of Eventual Economic Extraction 156
14.7.3 Mineral Resource Tabulation 156
14.7.4 Comparison with 2021 Mineral Resource Estimate 159
   
15.0 MINERAL RESERVE ESTIMATES 162
   
16.0 MINING METHODS 162
   
17.0 RECOVERY METHODS 162
   
18.0 PROJECT INFRASTRUCTURE 162
   
19.0 MARKET STUDIES AND CONTRACTS 162
   
20.0 ENVIRONMENTAL STUDIES, PERMITTING AND SOCIAL OR COMMUNITY IMPACT 162
   
21.0 CAPITAL AND OPERATING COSTS 162
   
22.0 ECONOMIC ANALYSIS 162
   
23.0 ADJACENT PROPERTIES 163
23.1.1 Gold Road Mine (Gold Road Inc.) 163
23.1.2 Gold Chain Project (Westpoint Gold Corp.) 165
23.1.3 Secret Pass Project (Northern Lights Resource Corp.) 166
   
24.0 OTHER RELEVANT DATA AND INFORMATION 167
24.1 MINING METHODS 167
24.1.1 Mine Design 167
24.1.2 Design Parameters 167
24.1.3 Mining Pit Phase Progression 168
24.1.4 Mine Production Schedule 168
24.1.5 Waste Storage 168
24.2 RECOVERY METHODS 168
24.3 PROJECT INFRASTRUCTURE 168
24.4 ENVIRONMENTAL STUDIES, PERMITTING AND SOCIAL OR COMMUNITY IMPACT 169
24.4.1 Environmental 169


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24.4.2 Permitting 170
   
25.0 INTERPRETATION AND CONCLUSIONS 171
25.1 CONCLUSIONS 171
25.2 METALLURGICAL TESTWORK AND PROCESSING 171
25.3 MINERAL RESOURCE ESTIMATE 172
25.3.1 Introduction 172
25.3.2 Drill Hole Database 172
25.3.3 Geological Model 172
25.3.4 Exploratory Data Analysis 173
25.3.5 Composites 173
25.3.6 Density 173
25.3.7 Block Model 174
25.3.8 Gold Grade Estimation Parameters 174
25.3.9 Silver Grade Estimation Parameters 175
25.3.10 Classification of Mineral Resources 175
25.3.11 Reasonable Prospects of Eventual Economic Extraction 177
25.3.12 Mineral Resource Estimation Tabulation 177
25.4 RISKS AND OPPORTUNITIES 179
   
26.0 RECOMMENDATIONS 181
26.1 MINE GEOLOGY/EXPLORATION BUDGET 181
26.2 REGIONAL EXPLORATION BUDGET 181
26.3 FURTHER RECOMMENDATIONS 183
   
27.0 REFERENCES 184
27.1 GENERAL PUBLICATIONS AND REPORT REFERENCES 184
27.2 WEBSITE REFERENCES 187
   
28.0 DATE AND SIGNATURE PAGE 188
   
29.0 CERTIFICATES OF AUTHORS 189

APPENDICES

APPENDIX 1: GLOSSARY OF MINING TERMS End of report


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Table 1.1 Summary of Exploration and Development Work Carried Out by Previous Owners and Operators on the Moss Mine Project (the 15 patented lode claims) to 2009 5
   
Table 1.2 Summary of Parameters for Mineral Resources Pit Resource Shell 14
   
Table 1.3 2025 Mineral Resource Estimate Sensitivity Analysis for a Series of Cut-Off Grades* 15
   
Table 1.4 Summary of 2025 Mineral Resource Estimate by Classification Category* 16
   
Table 1.5 Risks and Opportunities at the Moss Mine Project 17
   
Table 1.6 Budget Summary for the Moss Mine Geology and Exploration Program 18
   
Table 1.7 Regional Exploration Recommended Budget - Phase 1 19
   
Table 1.8 Regional Exploration Recommended Budget - Phase 2 19
   
Table 2.1 Qualified Persons, Areas of Responsibility and Site Visits 22
   
Table 2.2 Units and Abbreviations 24
   
Table 4.1 List of Moss Mine Area Patented Claim Parcels (located in T20N R20W) 29
   
Table 4.2 Location of Three Additional State Exploration Leases 33
   
Table 6.1 Summary of Exploration and Development Work Carried Out by Previous Owners and Operators on the Moss Mine Project (the 15 patented lode claims) to 2009 42
   
Table 6.2 Summary of Drilling at Moss Mine July, 2021 to 2024 45
   
Table 6.3 Elevation Gold Production at Moss Mine during the Period July 1, 2021 to June 30, 2024 46
   
Table 6.4 West Oatman Drilling History and Highlights 49
   
Table 7.1 A Summary of Microscopic Gold Particle Size Analysis, Moss Vein Material (Baum & Lherbier, 1990) 63
   
Table 8.1 Comparison of Moss Deposit Characteristics with Typical Low Sulfidation Epithermal Gold Deposits 72
   
Table 10.1 Summary of Drilling Statistics for Moss Mine Project 82
   
Table 10.2 Drill Hole Collars for 2022 to 2024 Drilling at Moss Mine Project 88
   
Table 10.3 Summary of Significant Intercepts Reynolds Pit Area 91
   
Table 10.4 Summat of Significant Intercepts West Extension Area 92


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Table 10.5 Summary of Significant Assay Intercepts West Pit Area 93
   
Table 10.6 Summary of Significant Assay Intercepts Centre Pit 94
   
Table 11.1 Summary of CRM and Blank QA/QC Results 101
   
Table 12.1 Distribution of the Samples in the New Database that did not Match the DataShed Sample Assays by Drill Hole 108
   
Table 13.1 Moss Monthly Column Test Gold Data 2022 and 2023 119
   
Table 13.2 Moss Monthly Column Test Silver Data 2022 and 2023 119
   
Table 13.3 Recommended Metals Recoveries 122
   
Table 14.1 Summary of Drill Hole Database inside Block Model Limits 124
   
Table 14.2 Treatment of Missing Sample Intervals 127
   
Table 14.3 Summary Statistics for Original and In-filled Sample Intervals for Gold 128
   
Table 14.4 Summary Statistics for Original and In-filled Sample Intervals for Silver 128
   
Table 14.5 Summary Statistics and Capping Grades for Gold (oz/ton) by Domain 132
   
Table 14.6 Summary Statistics and Capping Grades for Silver (oz/ton) by Domain 132
   
Table 14.7 Summary of Boundary Conditions for Grade Estimation 134
   
Table 14.8 Semi-Variogram Models for Gold by Domain 136
   
Table 14.9 Semi-Variogram Models for Silver by Domain 136
   
Table 14.10 Block Model Definition for Moss Mine Project 139
   
Table 14.11 Kriging Plan for Gold Grades - Pass 3 Parameters 140
   
Table 14.12 Kriging Plan for Silver Grades - Pass 3 Parameters 141
   
Table 14.13 Summary Statistics for Estimated Gold Grades by Domain 142
   
Table 14.14 Summary Statistics for Estimated Silver Grades by Domain 143
   
Table 14.15 Summary Statistics for Block Model Estimates - Volume-Variance Assessment 144
   
Table 14.16 Summary Statistics for Block Model Estimates - Corrected Volume-Variance 145
   
Table 14.17 Comparison of Blasthole and Drill Hole Block Models 149
   
Table 14.18 Summary Statistics Comparing Relative Measures of Confidence in Block Grades 155


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Table 14.19 Summary of Parameters for Mineral Resources Pit Resource Shell 156
   
Table 14.20 2025 Mineral Resource Estimate Sensitivity Analysis for a Series of Cut-Off Grades* 158
   
Table 14.21 Summary of 2025 Mineral Resource Estimate by Classification Category* 159
   
Table 14.22 Comparison of Mineral Resource Estimation Parameters for 2021 and 2025 159
   
Table 14.23 Moss Mine Project - Mineral Resources, July 1, 2021 161
   
Table 25.1 Summary of Parameters for Mineral Resources Pit Resource Shell 177
   
Table 25.2 2025 Mineral Resource Estimate Sensitivity Analysis for a Series of Cut-Off Grades* 178
   
Table 25.3 Summary of 2025 Mineral Resource Estimate by Classification Category* 179
   
Table 25.4 Risks and Opportunities at the Moss Mine Project 180
   
Table 26.1 Budget Summary for the Moss Mine Geology and Exploration Program 181
   
Table 26.2 Regional Exploration Recommended Budget - Phase 1 182
   
Table 26.3 Regional Exploration Recommended Budget - Phase 2 182


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List of Figures

Figure 4.1 Location of the Moss Mone 27
   
Figure 4.2 Location Plan for the 15 Moss Patented Claims (Reserve Pit Outline in Red) (Source: IMC, 2021) 30
   
Figure 4.3 Land Position of Golden Vertex 32
   
Figure 4.4 Moss Project Legacy Claims 35
   
Figure 6.1 Historical Photograph of the Allen Shaft at Moss Mine, 1920-1921 42
   
Figure 6.2 West Oatman Location Map 48
   
Figure 6.3 Florence Hill/Grapevine Location Map 51
   
Figure 7.1 Geology and Exploration Areas around the Moss Mine 54
   
Figure 7.2 Geology and Exploration Areas along the Moss Vein 55
   
Figure 7.3 Mid-West Extension Geology and Rock-Chip Gold (in ppb) 58
   
Figure 7.4 Occurrence of Gold/Electrum Grains* 63
   
Figure 7.5 Paragenesis of the Moss Deposit 64
   
Figure 7.6 Cut Core from Drill Hole AR204C at 385 ft Downhole (272 ft vertical depth), Showing Partial Oxidation (brown limonite) in the Moss Vein 65
   
Figure 7.7 Moss and Ruth Veins relative to Canyon Fault 68
   
Figure 7.8 Moss Stockwork and Reynolds Zone 69
   
Figure 7.9 Cross-Section for the Reynolds Zone showing the Flatter Attitude Looking West (Azimuth 280°) 70
   
Figure 8.1 Examples of bladed calcite partially replacing quartz (evidence of boiling) in HQ- diameter (2.5") diamond core drill holes: Right a) AR-165C at 213 ft; Left b) AR21-410C at 781 ft (with purple fluorite) 72
   
Figure 9.1 Key Exploration Target Areas on the Moss Property 75
   
Figure 9.2 Total Magnetic Intensity and Structural Interpretation 76
   
Figure 9.3 Map of Moss Project Area showing the Property Boundary, Gold/Silver Occurrences, Veins, Structures, and Alteration Mapping from the PhotoSat Hyperspectral Survey. 79
   
Figure 10.1 Plan Map of Drilling at the Moss Mine Project 87


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Figure 11.1  Duplicate Laboratory Assay Checks of Duplicate Gold Assays 103
   
Figure 11.2  Duplicate Preparation Assay Checks of Duplicate Gold Assays 103
   
Figure 12.1  Breakdown of the Moss Mine Assays by Laboratory 105
   
Figure 12.2  Breakdown of the Moss Mine Assays by Drill hole Type 106
   
Figure 12.3  Comparison of Closest Pairs between RC and DDH Assays up to 10 Feet Apart 109
   
Figure 12.4  Comparison of Twin Holes - AR-113R (RC) versus WW-06 (DDH) 110
   
Figure 12.5  Comparison of Closest Pairs between PERC and DDH Assays up to 10 Feet Apart 111
   
Figure 12.6  Comparison of Twin Holes - AR-163C (DDH) versus 3_00B (PERC) 111
   
Figure 12.7  Comparison of Assay Pairs 10 Feet Apart for MDB versus Inspectorate 112
   
Figure 12.8  Comparison of Assay Pairs 10 Feet Apart for Chemex versus Inspectorate 113
   
Figure 12.9  Comparison of Assay Pairs 10 Feet Apart for Chemex versus Skyline 113
   
Figure 12.10 Photograph of Sample Pulps Submitted for Assay to Skyline Laboratories 114
   
Figure 12.11 Pass/Fail Graph for Duplicate Sample Assays 115
   
Figure 13.1  Cumulative Operational Performance Data for Gold 121
   
Figure 13.2  Cumulative Operational Performance Data for Silver 122
   
Figure 14.1  Plan View of the Geological Domains 126
   
Figure 14.2  Sectional View at 6,000 ft Northwest of the Geological Domains 126
   
Figure 14.3  Ten Foot Composite Summary Statistics for Gold Grade by Domain 129
   
Figure 14.4  Ten Foot Composite Summary Statistics for Silver Grade by Domain 129
   
Figure 14.5  Log-Probability Plot of Gold Grade 10 Foot Composites for Domain 7 - Moss Vein 131
   
Figure 14.6  Decile Analysis of Gold Grade 10 Foot Composites for Domain 7 - Moss Vein 131
   
Figure 14.7  Contact Plot between East Stockwork (4) and Moss Vein (7) for Gold Gra 133
   
Figure 14.8  Semi-Variogram Maps, Dir. Semi-Variograms and Fitted Models for Au Domain 04 135
   
Figure 14.9  9 Experimental Semi-Variogram and Fitted Model for Gold Grades 137
   
Figure 14.10 Experimental Semi-Variogram and Fitted Model for Silver Grades 138


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Figure 14.11 Swath Plot of Gold Grades for Domain 4 144
   
Figure 14.12 Grade-Tonnage Curve - for all Block Gold Grade Estimates 146
   
Figure 14.13 Plan View at the 1,710 Foot Elevation. of Gold Block Grade Estimates 147
   
Figure 14.14 Section 6,000 Feet NW - Block Gold Grade Estimates 147
   
Figure 14.15 Section 7,000 Feet NW - Block Gold Grade Estimates 148
   
Figure 14.16 Section 11,000 Feet NW - Block Gold Grade Estimates 148
   
Figure 14.17 Cross-Section at 6,000 Feet NW of Blasthole Block Model Gold Grades 150
   
Figure 14.18 Cross Section at 6,000 Feet NW of Drill Hole Block Model Gold Grades 150
   
Figure 14.19 Plan View at 1,910 Foot Elevation of the Classification of the Blocks before Smoothing 154
   
Figure 14.20 Plan View at 1,910 Foot Elevation of the Classification of the Blocks After Smoothing 154
   
Figure 14.21 Plan view of Pit19 at US $2500/oz Gold Mineral Resource Shell with Drill Hole Traces 157
   
Figure 23.1  Location of Projects Adjacent to Moss Mine 164
   
Figure 23.2  Westpoint's Tyro Main Zone showing the Historical Mining Cut and Stockwork* 165
   
Figure 23.3  Drilling Highlights of Westpoint's Tyro Main Zone* 166


Mako Mining Corp.

1.0 SUMMARY

1.1 General Information

Micon International Limited (Micon) has been retained by Mako Mining Corp. (Mako) to prepare a an NI 43-101 Technical Report for the Moss Mine Project (Moss Mine Project or the Project) located in the Oatman Mining District, Mohave County, Arizona, in order to disclose the 2025 Mineral Resource Estimate (MRE) in accordance with National Instrument 43-101 Standards of Disclosure for Mineral Projects (NI 43-101).

This report may disclose technical information, the presentation of which requires the Qualified Persons (QPs) to derive sub-totals, totals and weighted averages that inherently involve a degree of rounding and, consequently, introduce a margin of error. Where these occur, the QPs do not consider them to be material.

The conclusions and recommendations of this report reflect the QPs' best independent judgment in light of the information available to them at the time of writing. Micon and the QPs reserve the right, but will not be obliged, to revise this report and conclusions if additional information becomes known to them subsequent to the date of this report. Use of this report acknowledges acceptance of the foregoing conditions.

This report is intended to be used by Mako subject to the terms and conditions of its agreement with Micon. That agreement permits Mako to file this report publicly as a Technical Report pursuant to applicable securities legislation.

Micon and the QPs are independent of Mako as defined under Section 1.5 of NI 43-101. Neither Micon nor the individual QPs have, nor have they previously had, any material interest in Mako and its related entities. The relationship with Mako is solely a professional association between the client and the independent consultants. This report is prepared in return for fees based upon agreed commercial rates and the payment of these fees is in no way contingent on the results of this report.

Micon and the QPs are pleased to acknowledge the helpful cooperation of Mako management, personnel and consulting field staff, all of whom made any and all data requested available and responded openly and helpfully to all questions, queries and requests for material.

1.2 Property Location, Description and Ownership

The Moss Mine Project is located at latitude 35°5'49" N and longitude 114°26'43" W, which is about 10 miles east from Bullhead City, Arizona, along Silver Creek Road. Bullhead City, Arizona is about 90 miles southeast from Las Vegas, Nevada.

The initial ownership in the Moss Mine Project was acquired by Golden Vertex Corp. (Golden Vertex), a subsidiary of Northern Vertex Mining Corporation (Norther Vertex Mining or NVMC) through an option agreement with Patriot Gold Corp. ( Patriot Gold) to acquire a 70% interest in 2011 and a subsequent purchase agreement with Patriot in 2016 to acquire a full 100% interest in the Moss Mine Project subject to a royalty agreement.


Mako Mining Corp.

In 2021, Golden Vertex purchased ten patented claims (McCullough Patents) in northern T19N R20W covering 109.4 ac. These patented claims are owned as fee simple property by Golden Vertex. The claim boundaries were surveyed at the time of patenting and recorded as Mineral Survey 3349. They were recorded with Mohave County as Parcels 221-04-002 and 221-05-001.

On Sept 24, 2021, Northern Vertex Mining changed its name to Elevation Gold Mining Corp. (Elevation Gold or EGMC). They also consolidated shares 6:1 at the same time.

1.2.1 Bankruptcy and Change of Ownership

On August 1, 2024, Elevation Gold obtained an order (the "Initial Order") of the Supreme Court of British Columbia (the "Canadian Court") granting it creditor protection under the Companies' Creditors Arrangement Act (the "CCAA"). Under the Initial Order, KSV Restructuring Inc. (the "Monitor") was appointed as the monitor of Elevation Gold. In order to obtain similar protection in the United States, a petition under chapter 15 of the US Bankruptcy Code was filed with the US Bankruptcy Court for the District of Arizona.

Additionally on the same date, Golden Vertex announced that it was ceasing active mining but intended to continue the operation of the beneficiation facilities.

On December 31, 2024, Elevation Gold announced the completion of the sale of Moss Mine with an arm's length purchaser, EG Acquisition LLC. ("EGA"), in respect of the purchase and sale of certain of Elevation's assets, including the outstanding common shares of Golden Vertex, which held the Moss Mine located in Arizona. The Canadian Approval Order was subject to recognition by the U.S. Court in the Chapter 15 Proceedings. The US Recognition Hearing was heard on December 23, 2024, and the US Approval Order was entered on December 30, 2024. The Transaction was also approved by the TSX Venture Exchange subject to approval by the U.S. Court.

On March 27, 2025, Mako Mining Corp. (Mako) announced the completion of the purchase of the Moss Mine.

The acquisition was completed pursuant to the terms of an interest purchase agreement dated March 26, 2025, between Mako US Corp. as buyer, Wexford EG Acquisition LLC as vendor, EGA as target and Mako as buyer guarantor, pursuant to which Mako US acquired 100% of the ownership interests in EGA, a private company controlled by Mako's controlling shareholder, Wexford Capital LP (collectively with its managed funds, "Wexford") that acquired 100% of the shares of Golden Vertex, the operating subsidiary of the Moss mine, under a CCAA proceeding and related Chapter 15 proceeding in the United States (the "Bankruptcy Process") on December 31, 2024.

1.3 Accessibility, Climate, Physiography, Local Resources and Infrastructure

1.3.1 Accessibility

The nearest cities to the Moss Mine Project are Bullhead City, Arizona (10 miles west) and Laughlin, Nevada (14 miles northwest) which are separated north-south by the Colorado River.

Las Vegas, Nevada is the nearest major city to the Moss Mine Project, which is approximately 90 miles (1.5 hours) northwest of Bullhead City, Arizona. From McCarran International Airport in Las Vegas, Interstate Highways 215, 11 and US Highway 95 lead to State Highway 163 into the Laughlin-Bullhead City area and are good quality paved roads. Moss Mine can be reached by traveling about 10 miles via Bullhead Parkway east on the Silver Creek Road (an improved dirt road).


Mako Mining Corp.

Approximately seven miles east of the Moss Mine Project area is the small town of Oatman, Arizona. Oatman is a historical gold mining town that hosted three underground gold mines in the late 1800s and early 1900s.

1.3.2 Climate

The climate in the general Moss Mine Project area is classified as desert. The Project lies within the Holdridge Life Classification zone it is in a warm temperate latitudinal region, pre-montane to lower montane altitudinal zone and a desert humidity province. There are no climatic constraints on the operating season, although daytime temperatures can exceed 110ºF during June, July and August. Heatwaves with temperatures in excess of 120ºF are not uncommon. Lows average about 44ºF in the winter months, with recorded lows of 24ºF. The average annual rainfall in Bullhead City is six inches (data from www.usclimatedata.com). No rain may fall for months, heavy rainfalls may occur during the monsoon season, which is between July and September.

1.3.3 Physiography

The Moss Mine Project area is located in the Black Mountain Range in the southern part of the Basin-and-Range topographic province, 10 miles east of Bullhead City, Arizona.

Elevations across the Moss Project area vary from approximately 2,160 ft to 2,690 ft above sea level. The Moss vein forms a prominent east-west ridge across the northern portion of the block of 15 patented lode claims.

The local project area is drained by erosional features that drain to Silver Creek Wash located one mile south of the block of 15 patented lode claims, which is dry for most of the year, and drains southwest and then west into the Colorado River. Vegetation is generally sparse; comprised of bunch grass, sagebrush and various species of cacti. The Fort Mojave Indian Tribe and other private companies have created an agricultural community that covers several square miles in the fertile fields of Mohave Valley and Fort Mohave, to the immediate south of Bullhead City and west of the project area. The main crops are cotton and alfalfa.

1.3.4 Local Resources and Infrastructure

The Moss Mine Project was an active mine which was fully permitted and maintained the surface rights necessary to operate. Although the mine began production using diesel- powered generators, the mine has installed line power from Mohave Electric Co-Operative (the local power utility) which became operational as of mid-September, 2020.

The principal water source for mine operations is from wells drilled on the Moss Mine property. Additional water sources occur from water seepage into the open pits. Make up water is trucked to site, when necessary.


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There are sufficient services within the Bullhead City-Laughlin area to provide supplies, services and manpower to the mine. Technical and management roles can be filled by suitable professionals from mining groups throughout the Western US.

1.4 History and Exploration/Drilling Programs

1.4.1 Discovery and Early Mining History (1863 to 1935)

The Moss Mine Project was discovered in 1863 by John Moss (1839-1880). At the time, it was reported to be the first major gold discovery in Mohave County. The larger San Francisco Mining District of Mohave County was established in 1864 (Malach, 1977).

The available records show that John Moss was made aware of the Moss Mine area by stories about soldiers from nearby Fort Mojave prospecting for and finding gold. A popular, alternative account of the Moss vein discovery is that Chief Irataba of the Mojave Tribe led Moss to what became known as the Moss vein outcrop. Whatever the case, John Moss' name appeared on the first recorded mining claim called the Moss Lode, under the ownership of the San Francisco Gold and Silver Company. The initial gold discovery at Moss was extremely high grade. Lausen (1931) reported that, "From a hole only ten ft in diameter, $240,000 is said to have been taken out.", from a site immediately to the east of the later site of Allen Shaft. The extremely high-grade ore was likely the result of near- surface enrichment, creating coarse free gold. Later mining near the high-grade pocket found coarse gold flakes and wire gold along with iron and manganese oxides in vugs (Lausen, 1931).

The available records show that Moss sold the Moss Lode to Dahrean Black and that it was later sold to the Gold Giant Mining and Milling Company of Los Angeles. The area around the glory hole was explored by numerous holes and tunnels, but no other substantial quantities of gold are reported to have been found. Ransome (USGS Bulletin 743 - Preliminary Report 1923) stated that $240,000 worth of gold (approximately 12,000 ounces) was recovered by Moss.

Following its abandonment in 1866, there was little mining activity in the district until the discovery of the regionally famous Gold Road Vein in 1901. The town of Vivian was founded in that year; its name was changed to Oatman in 1908. In 1906, the Tip Top and Ben Harrison mineralized shoots were discovered. In 1915 and 1916 the Big Jim, Aztec and United Eastern mineralized bodies were discovered on the Tom Reed Vein. Mining activity increased and the population of Oatman grew to a reported 10,000 (today referred to as the Oatman gold mining boom, 1915 to 1917). By the mid-1920s the population of Oatman had fallen to a few hundred. In 1933, an increase in the gold price from US$20 to US$35 per ounce resulted in a brief flurry of activity, but all the local mines were closed by 1942 (Ransome, 1923; Sherman & Sherman, 1969; Varney, 1994).

Historical underground mine plans of the Moss Mine in GVC's database are dated May 10, 1915 by Gold Road Mines Co. of Gold Road, Arizona, and September 25, 1920 by the Moss Mines Co. of Gold Road, Arizona. These show the Allen Shaft and levels at 60 ft, 75 ft, 125 ft and 220 ft. The plans show that Moss Mine was operating between 1915 and 1920.

The available records show that the Ruth Mine was accessed by a 60º degree incline shaft to drifts on the 100-ft, 200-ft and 300-ft Levels. Activity appears to have continued through to mid-1935, by which time approximately 600 ft of drifting is reported to have been completed.


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1.4.2 Previous Exploration and Development (1982 to 2009)

Table 1.1 summarizes the work carried out on the Moss Mine Project by previous owners and operators, up to and including Patriot Gold's last exploration program in 2009.

Table 1.1
Summary of Exploration and Development Work Carried Out by Previous Owners and Operators on the Moss Mine Project (the 15 patented lode claims) to 2009

Company Date Work Completed Comments
Moss Mine 1860 to 1920 Surface holes and underground mining 12,000 oz of gold reported to have been extracted
Ruth Mine 1900? to 1935 Underground mining Approx. 24,400 t of mineralized material extracted
BF Minerals 1982 54 rotary air trac holes, four reverse circulation ("RC") holes for a total of approximately 6,190 ft Only assayed Moss Vein material.
Harrison Minerals 1987 to 1988 (exact dates unknown) Rehabilitated Allen Shaft and deepened it to 300 ft Constructed headframe in 1987, reportedly left broken mineralized material in stopes, 3,000 to 5,000 short tons trucked to Tyrol mill.
Billiton Minerals 1990 21 RC holes for a total of 6,925 ft Preliminary analysis of gold and silver deportment, preliminary metallurgical tests.
Magma Copper Company 1991 21 RC holes for a total of 9,890 ft Developed local geological maps. Metallurgical testwork carried out by McClelland Laboratories.
Reynolds Metals Explorations, Inc. 1991 11 holes for 4,865 ft, plus two RC holes 500 ft Collar coordinates are not available.
Golconda Resources 1993 19 RC holes for a total of 3,058 ft  
Addwest Minerals International Ltd. 1996 to 1997 30 RC holes for a total of 8,217 ft plus six diamond holes for a total of 1,667 ft Developed a new geological model.
Patriot Gold Corporation 2004 to 2009 43 RC holes for a total of 11,807 ft plus 12 diamond holes for a total of 6,846 ft Consolidated the land position, carried out geological studies and surveys. Contracted Metcon Research to carry out metallurgical testwork.

1.4.3 Operating Phases of the Moss Mine under Northern Vertex Mining Corporation (2013 to 2021)

1.4.3.1 Phase I

The Phase I pilot heap operations were carried out in 2013 and 2014 to test the metallurgical parameters for commercial operations. The Phase I facilities included an open pit, heap leach pad, barren and pregnant solution ponds, a carbon recovery plant, and ancillary facilities such as an onsite laboratory, onsite diesel power, a medical/safety office and a general office trailer.


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The heap leach stage of the operation was carried out from August 2013 to September 2014. During this period, a weak cyanide solution was applied to the top of the heap using drip irrigation. Solutions were recovered to a pregnant solution pond and then circulated through conventional carbon columns. The loaded pregnant carbon was then shipped offsite to a stripping facility to recover the precious metals. The stripped carbon was then returned to the Moss project site for re-use.

1.4.3.2 Phase II

Phase II of the Project was based on the 2015 Feasibility Study (and NI 43-101 Technical Report dated June 2015) that involved mining and processing material wholly contained within the patented claim boundaries, which could be accessed without trespass onto adjacent public lands administered by the BLM. The necessary permits and capital were obtained and Phase II commenced construction in late 2017 with eventual operation during 2018 that consisted of mining, crushing, agglomeration and stacking of ore onto a conventional heap leach pad. Commercial production was declared as of September, 2018. Gold and silver recovery were achieved by a Merrill Crowe process to produce doré bars at the Project site.

The operation was designed for a five-year mine life based on a throughput of 5,000 tons per day.

1.4.3.3 Phase III

Phase III of the Project, which was based on the November, 2017 Technical Report, extended operations onto the adjacent federal lands administered by the Bureau of Land Management (BLM). This third phase allowed Northern Vertex Mining to take full advantage of the estimated Measured and Indicated mineral resources. The third phase necessitated an expanded waste rock facility to accommodate the additional waste rock as well as an expanded heap leach pad to treat the additional mineralized material.

BLM issued a Decision Record and Finding of No Significant Impact (FONSI) regarding GoldenVertex's Mine Plan of Operation on March 18, 2020 based on analysis provided in the Phase III Moss Mine Expansion and Exploration Project Environmental Assessment (EA).

1.4.4 Exploration and Operation of Moss Mine under Elevation Gold Mining Corp July, 2021 to 2024

During the period 2021 to 2022, drilling at the Moss Mine focused on infill and expansion drilling within or near the planned pits. The table below shows the areas, objectives and highlights of significant drill intersects. This drilling extended the known mineralization at depth and along strike to the west in 4 areas.  In addition, 7 condemnation holes were drilled in the Rattan area for the 3B leach pad. Several of these holes had intervals above the cut-off grade, however, not enough to justify applying for new permits to move the proposed leach pad.

On March 16, 2023, Elevation Gold announced an intersection of a 100.6 m thick zone with an average grade of 0.5 g/t Au at the Reynolds area. Subsequent drilling of 50 RC drill holes accounting for 23,990m were drilled in the Reynolds area and continued to identify a wide mineralized zone. The geology in the Reynolds area is distinct from the main Moss vein area as it is the only mineralization identified to date that is hosted in volcanic rocks as opposed to intrusive rocks. In addition, no coherent quartz veins were identified in the RC drilling.


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1.5 Geological Setting and Mineralization

1.5.1 Regional Geology

In a regional structural context, the Oatman district lies in the transition zone between the stable Colorado Plateau on the north and disrupted terrane of the highly extended Basin and Range on the south. Although the area is broken into north-south trending ranges and valleys typical of the Basin and Range, extension is minor.

The Oatman mining district lies within a large Tertiary volcanic field, developed on a basement of Precambrian granitic and metasedimentary rocks. A batholitic body of trachytic magma invaded the volcanic field to the northwest of Oatman, culminating in massive pyroclastic eruptions of the Peach Springs tuff, resulting in collapse of the roof of the batholith and formation of the huge Silver Creek caldera at ~18.8 Ma (Ferguson et al., 2013). The Peach Springs tuff fills the caldera; its outflow ash-flow sheet extends for more than 100 miles from the caldera, covering more than 15,440 square miles across northwest Arizona and California (Pamukcu, et al, 1986). The main Oatman district lies just outside of the caldera rim, where mineralization is hosted in pre-caldera intermediate composition lava flows; whereas Moss lies inside the caldera and is hosted in intra-caldera tuffs and intrusions.

1.5.2 Host Rocks

The dominant host rock of the Moss deposit is the Moss porphyry, a polyphase monzonite to quartz monzonite porphyry, which intrudes the Peach Springs tuff. Typical Moss porphyry contains coarse grained (4 mm to 10 mm) plagioclase and biotite phenocrysts with lesser hornblende in a very fine-grained groundmass of quartz and feldspar. The Moss stock contains several phases, including equigranular quartz monzonite to monzodiorite, and more felsic phases. Within the project area, the porphyry has undergone weak early propylitic and potassic alteration, characterized by potassic feldspar partially replacing plagioclase feldspar. Sparsely porphyritic feldspar porphyry and rhyolite porphyry to aplite dikes with quartz eyes crosscut the porphyry and the volcanic wall rocks and constitute minor host rocks. Late (post-mineral) micro-gabbro to basalt dikes cut all units along north-trending faults.

The easternmost portion of the Project area and the western portions of the claims, west of the West Pit, are underlain by the Peach Springs tuff, (formerly the Alcyone Formation), consisting of volcanic tuffs, flows, and minor volcaniclastic sediments filling the caldera. In the project area, the Peach Springs tuff is a thick, highly variable unit composed dominantly of several welded trachytic ash-flow tuff sheets separated by coarse volcaniclastic sediments, debris flows, and volcanic breccias. Lithic-rich welded tuff is common.

Locally, large-foundered blocks of Precambrian granite, representing landslide deposits from the caldera walls, occur within the tuff. Welded tuffs within the Peach Springs tuff are competent units capable of hosting both persistent veins and stockworks.


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The Times granite, a fine-to medium grained leucogranite, forms an irregular intrusion centred to the south of Silver Creek. Age relations between the Moss porphyry and the Times granite are uncertain; the two intrusions appear to intermingle in several places. The granite is a host rock at the West Oatman prospect.

1.5.3 Mineralization

Gold-silver mineralization in the West Oatman district occurs as high-level low-sulfidation epithermal veins and stockworks. The mineralization is very similar to that of the main Oatman mining district. The Moss Vein may represent the western extension of the Gold Road vein on the north end of the Oatman district.

Three main veins and their associated stockworks host the bulk of mineralization defined to date at Moss:

1) The Moss Vein and its extensions to the west and east of the resource area.

2) The Ruth Vein to the immediate south of the Moss Vein.

3) The West Oatman Vein, lying about one mile to the south of the Moss Vein.

1.6 Metallurgical Testing and Mineral processing

The Moss Mine utilizes conventional crushing to approximately P90 6.3 mm (¼ inch), followed by valley-fill heap leaching. Gold and silver are recovered from pregnant leach solution using a Merrill-Crowe zinc cementation process, with doré bars produced on site. The nominal processing rate is 5,500 short tons per day.

Metallurgical testwork has been conducted on an ongoing basis and includes bottle roll tests (weekly) and column leach tests (monthly) using representative crushed ore composites. Historical column testwork reported average gold recoveries of approximately 80% at laboratory scale, with recommended scale-up adjustments resulting in estimated operational recoveries of 75-77% gold and 40-43% silver. Testing demonstrated that gold recovery was relatively consistent and characterized by rapid early leaching followed by slower diffusion-controlled recovery. Silver recoveries were more variable and exhibit slower leach kinetics.

Column test results from 2022-2023 showed average gold recoveries of approximately 74% over average leach periods of about 107 days, with results generally consistent with commercial heap leach performance. Silver recoveries during the same period averaged approximately 25%, with greater variability observed. Operational reconciliation data from 2018 through 2024 indicate cumulative recovery factors of approximately 75% for gold and 40% for silver, which are consistent with testwork results and production history.

The mine has generated substantial operating data since commencing production in 2018, providing a strong empirical basis for recovery forecasting. No deleterious elements affecting metallurgical performance have been identified to date.


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Based on historical testwork, ongoing metallurgical programs, and production reconciliation, the recommended metallurgical recovery assumptions for use in this Technical Report are 75% for gold and 33% for silver.

Continued metallurgical monitoring, statistical correlation between bottle roll and column results, extended column testing to determine ultimate recoveries, and additional investigation into silver recovery variability are recommended to maintain confidence in long-term recovery projections.

1.7 Mineral Resource Estimate

1.7.1 Introduction

The mineral resource estimate was carried out by Chris Keech, P.Geo., Principal Geologist of CGK Consulting Services Inc (CGK) using MineSight® version 15.4 software for the development of the block model gold and silver block grade estimates and Geostokos Toolkit® for variography analysis of the composited gold and silver grades. Mr. Keech is a Qualified Person and is independent of Mako as defined by NI 43-101.

The mineral resources estimate for the Moss Mine Project has been carried out in accordance with the CIM's "Estimation of Mineral Resources and Mineral Reserves Best Practice Guidelines" (November 2019). The mineral resources have been generated from drill hole data the interpretation of a geological model that identifies the spatial distribution of the gold and silver grades. The interpolation parameters have been defined based on the drill hole data and the geological interpretation and geostatistical analysis of that data.

The mineral resources have been classified by proximity to data locations and the quality of the data and have been reported in accordance with CIM's "Standards on Mineral Resources and Reserves" (May 2014) as required by NI 43-101.

1.7.2 Drill Hole Database

The drill hole data inside the block model area consists of 1,169 drill holes totalling 452,086 ft of drilling with 87,471 sample intervals. RC drilling has contributed more than 55% of the drill holes and more than 81% of the sample intervals to the drill hole database inside the block model limits. Next are the core drill holes, which have contributed 11% of the holes and 12% of the sample intervals. The remaining 33% of the drill holes are short rotary holes which account for 6% of the sample intervals.

1.7.3 Geological Model

The Geological Block Model was constructed based on four wireframe solids that represent the Stockwork mineralization, the Moss Vein, the Ruth Vein and a higher-grade Reynolds Stockwork mineralization. This interpretation was developed by Mr. Gary Wong, P.Eng of PDM Technical Services Ltd. on Northwest facing cross-section. In addition to these wireframe solids, two surfaces were also considered, one representing the Canyon fault and the other representing the geological contact between the Intrusive rocks in the east with the Volcanic rocks in the west.

This geological interpretation was used to code the block model and develop 10 geological domains.


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The Stockwork mineralization has been divided into three domains, East Stockwork Intrusive, West Stockwork Intrusive and Volcanic Stockwork Intrusive. Inside the East Stockwork, lies the Ruth and Moss Veins. The Moss Vein dips steeply to the south, while the Ruth Vein dips moderately to the north.  Both veins are enveloped by the Stockwork style mineralization.

The drill hole assays were coded using the block model to assign the geological codes that were used to carry out the Exploratory Data Analysis and Variography.

1.7.4 Exploratory Data Analysis

Statistical and graphical summaries of the gold and silver grades were produced to understand the distribution of the grades in the deposit. The statistical and graphical summaries include histograms, log-probability plots, side-by-side boxplots, scatterplots, decile analysis plots and contact plots. The assays were separated by mineralised zone to examine the distribution of the gold and silver assay grades. The results of this analysis were used to develop the estimation parameters.

1.7.5 Composites

Analysis of the sample lengths shows that 87% of the assays inside the block model area are 5 ft in length.  Compositing the drill hole assay intervals provides a common sample support for the estimation algorithm. The selected bench height for the block model is 20 ft and often a half bench height (10 ft) is a good choice for a composite length, as there is some variance reduction, but not too much, and there is a reduction in the number of data to be used by the estimation algorithm. Therefore, a 10 ft composite length was chosen for the estimation of gold and silver grades. The compositing started at the collar of the hole and proceeded at 10 ft regular intervals down the drill holes.

1.7.6 Density

A total of 506 specific gravity determinations were performed on drill core samples collected from material within the mineralized zones. These determinations were performed by ALS Chemex laboratory using unsealed immersion technique to measure the weight of each sample in air and in water (ALS Chemex standard OA-GRA08).

Previous work with the 506 SG determinations has shown that material within 40 ft of the surface has a lower dry bulk density of 2.51 g/cm and that material below 40 ft depth has a higher dry bulk density of 2.58 g/cm.

However, a tonnage factor of 12.35 cu-ft/short ton has been used by Moss Mine since the mine opened, and this factor has proven to be sufficiently accurate to be considered reliable in estimating the mined tonnage.  This is equivalent to a dry density of 2.59 g/cm.

Consequently, for this mineral resource estimate, the QP for this section of the report recommends continuing the use of 12.35 cu-ft/short ton as the tonnage factor for estimating all in-situ tonnage estimated in the block model.


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1.7.7 Block Model

A 3D block model was constructed using MineSight® 15.4 software with the dimensions shown in Table 14.10. The block size was chosen to reflect a potential selective mining unit (SMU) of 20 ft x 20 ft x 20 ft, given the anticipated open-pit mining scenario. The block model covers an area of approximately 10,000 ft by 4,000 ft in plan view, and approximately 2,200 ft vertically. The block model coordinates are in local coordinates, which are based on Arizona State Plane West Zone, 0203; UTM 12.

The estimation of gold and silver grades was carried out using ordinary kriging in MineSight® 15.4 software using a three-pass search strategy to use the most local 10ft composite data to a block location being estimated

1.7.8 Gold Grade Estimation Parameters

The following is a summary of the parameters used to estimate the block gold grades by domain in the block model.

 Capped gold grade 10 ft composites were used for ordinary kriging into the blocks in the model for domains 1, 2, 3, 4, 5, 6, 7, 8, 9, 10.

 In addition to capping the 10 ft gold composite grades, an outlier restriction of 40 ft was used for domains 1, 2, 3, and 10; and an outlier restriction of 60 ft was used for domains 4, 5 and 9 (Stockwork). The grade thresholds for the outlier restriction were taken from the Decile Analysis results. No outlier restrictions were used for domains 6, 7 and 8 (Ruth and Moss Veins).

 Geological boundaries are based on the domain wireframes, and the domain codes were assigned to the block model and used to control the selection of the 10 ft composites and the blocks to be estimated. There was no sharing of composites across the domain boundaries.

 Spatial 3D mathematical models were fitted to the experimental semi-variograms for each of the domains and used for ordinary kriging of the blocks in the model.

 A three-pass search strategy was used with the ranges based on the drill hole spacing and semi-variogram models. The search ellipsoids were expanded to ensure a reasonable amount of the blocks in each domain were estimated.

 A minimum of four and maximum of 16 composites were required to make a block estimate, with a maximum of four from a single drill hole for pass 1.

 A minimum of eight and maximum of 16 composites were required to make a block estimate, with a maximum of four from a single drill hole for pass 2.

 A minimum of 12 and maximum of 16 composites were required to make a block estimate, with a maximum of four from a single drill hole for pass 3.

1.7.9 Silver Grade Estimation Parameters

The following is a summary of the parameters used to estimate the block silver grades by domain in the block model.

 Capped silver grade 10ft composites were used for ordinary kriging into the blocks in the model for domains 1, 2, 3, 4, 5, 6, 7, 8, 9, 10.


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 In addition to capping the 10ft silver composite grades, an outlier restriction of 40ft was used for domains 1, 2, 3, and 10; and an outlier restriction of 60ft was used for domains 4, 5 and 9 (Stockwork).  The grade thresholds for the outlier restriction were taken from the Decile Analysis results.  No outlier restrictions were used for domains 6, 7 and 8 (Ruth and Moss Veins).

 Geological boundaries are based on the domain wireframes, and the domain codes were assigned to the block model and used to control the selection of the 10ft composites and the blocks to be estimated.  There was no sharing of composites across the domain boundaries.

 Spatial 3D mathematical models were fitted to the experimental semi-variograms for each of the domains and used for ordinary kriging of the blocks in the model.

 A three-pass search strategy was used with the ranges based on the drill hole spacing and semi-variogram models. The search ellipsoids were expanded to ensure a reasonable amount of the blocks in each domain were estimated.

 A minimum of four and maximum of 16 composites were required to make a block estimate, with a maximum of four from a single drill hole for pass 1.

 A minimum of eight and maximum of 16 composites were required to make a block estimate, with a maximum of four from a single drill hole for pass 2.

 A minimum of 12 and maximum of 16 composites were required to make a block estimate, with a maximum of four from a single drill hole for pass 3.

1.7.10 Classification of Mineral Resources

To classify the block model grade estimates for the Moss Mine Project into the mineral resource categories of measured, indicated, and inferred, a statistical approach is employed to develop a classification scheme that complies with the CIM Best Practice Guidelines and NI 43-101 Regulations for the reporting of Mineral Resources and Mineral Reserves.

The underlying philosophy of this approach is to quantify the uncertainty of estimated contained metal in quarterly and yearly production.  The uncertainty (or reliability) of estimation is a function of the spatial variability of the mineralization and the sample spacing.

Once the spatial variability of the mineralization is quantified through some type of spatial correlation function (semi-variogram, correlogram, etc.), it is possible to estimate the uncertainty of estimation for different sampling spacing and patterns over the two time periods.

A drill hole spacing study is carried out to determine the sample spacing and pattern that allows yearly production to be predicted to within 15% with a 90% confidence.  This forms the basis for classifying indicated resources.

In a similar way the pattern and spacing are developed to form the basis for classifying measured resources. (The exact procedure for determining the confidence limits and grid spacing is given in Davis, B. M., Some Methods of Producing Interval Estimates for Global and Local Resources, SME preprint 97-5, 4 p.)

For the Moss Mine Project, measured material is considered known within ±15% with a 90% confidence a quarterly production period, and indicated material is considered known within ±15% with a 90% confidence for an annual production period. The methodology considers an idealised block representing a one-month production period. Then a series of grids of different drill hole spacings are used to krige the idealized block to calculate the kriging variance. The idealized block for a one-month production period is approximately a panel of 430 ft by 430 ft by 20 ft. The kriging variance needs to be adjusted by the square of the CV to obtain a relative variance as normalized semi-vairogram models were used to krige the panel. The kriging variance is then divided by 3 to get the quarterly production variance and by 12 to get the annual production variance. This gives the sample spacing for the measured and indicated categories.


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The sample spacing information is then translated into a set of proximity of drill hole sampling-based classification rules. A 75 ft by 75 ft drill hole spacing would be sufficient to predict the block grade estimates within ±15% 90% of the time on a quarterly basis. This material would be considered as measured.  A 200 ft by 200 ft drill hole spacing would be sufficient to predict the block grade estimates within ±15% 90% of the time on an annual basis. This material would be considered as indicated.

The rules used to delineate the mineral resources are defined as follows:

 Measured - minimum of 3 holes inside a 60 ft radius

 Indicated - minimum of 3 holes inside a 160 ft radius or a minimum of 2 holes inside a radius of 80ft or a minimum of one hole inside a radius of 50 ft.

 Inferred - are the remaining estimates up to 600 ft search radius.

The resulting codification of the block in the model was then smoothed looking for continuous clusters of blocks that are measured or indicated to remove any possible "spotted dog" effect.  The "spotted dog" effect is the term used to describe isolated areas of measured or indicated material that is caused by the classification rules and isolated drill holes. Figure 14.19 displays a plan view of the classification as coded based on the rules listed above. Figure 14.20 displays a plan view after removing the isolated patches of measured and indicated material.

Summary statistics of the amount of data and distance to that data were generated to confirm the reliability of block gold grade estimates. Table 14.18 display summary statistics for the comparative confidence in the block model estimates including: the number of informed octants (NOCT), the number of drill holes used for a block estimate (NHOL), the number of composites used for a block estimate (NCMP), the distance to the nearest composite (NDIST), the average distances to the composites (ADIST), the distance to the farthest composite (FDIST), the kriging variance (OKVAR), the slope of regression (OKSLP) and the kriging efficiency (OKEFF).

A typical measured block gold grade estimate is informed by 16 composites from 5 drill holes in 5 octants with an average distance of 79.5 ft, kriging variance of 0.2176, a slope of regression of 0.9345, and a kriging efficiency of 68.4%.

A typical indicated block gold grade estimate is informed by 15 composites from 5 drill holes in 5 octants with an average distance of 140.3 ft, kriging variance of 0.3192, a slope of regression of 0.8791, and a kriging efficiency of 53.2%.


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A typical inferred block gold grade estimate is informed by 9 composites from 3 drill holes in 3 octants with an average distance of 342.3 ft, kriging variance of 0.6835, a slope of regression of 0.4645, and a kriging efficiency of -8.4%.

1.7.11 Reasonable Prospects of Eventual Economic Extraction

To meet the CIM requirements of reasonable prospects of eventual economic extraction, an optimized pit shell was used to limit the mineral resources estimate at depth. A mineral resource pit shell limit was built by GVC using MineSight software by means of a Lerchs-Grossmann pit design method using the parameters listed in Table 1.2. The pit ("solid PIT19 $2500 MII") was optimized using material classified as measured indicated and inferred.

Table 1.2
Summary of Parameters for Mineral Resources Pit Resource Shell

Description Open Pit Shell
Mining Cost (US$/ton) $3.18
Mining Fill Cost (US$/ton) $1.91
Processing Cost (US$/ore ton) $5.81
G&A Cost (US$/ore ton) $0.77
Refinery Services and logistics Cost ($US/ore ton) $0.28
Gold Price (US$/oz) $2,500
Silver Price (US$/oz) $29.20
Royalties (%) 0%
Gold Recovery Factor (%) 75%
Silver Recovery Factor (%) 33%
Pit Slope - Constant (degrees) 55°
Breakeven Cut-off Grade (Au oz/ton) 0.005

1.7.12 Mineral Resource Estimation Tabulation

The mineral resource estimate was completed by Mr. Chris Keech, P.Geo., a Qualified Person as defined in NI 43-101 and who is independent of Golden Vertex Corp., the limiting pit shell for the mineral resources estimate was developed by Mr. G. Vejar, Senior Mine Engineer of Mako. The open pit mineral resources are stated within the mineral resource pit shell and below the previously mined surface.

The measured and indicated mineral resources are inclusive of those mineral resources modified to produce mineral reserves. The mineral resource figures have been rounded to reflect that they are estimates. Mineral resources that are not mineral reserves do not have demonstrated economic viability. The estimate of mineral resources may be materially affected by environmental, permitting, legal, title, taxation, socio-political, marketing, or other relevant issues. The Qualified Person for this section of the report is not aware of any issues that would materially affect the estimate of the mineral resources as of the date of this report.

There has been insufficient exploration to define the inferred resources as an indicated or measured mineral resources. It is uncertain if further exploration will result in upgrading them to an indicated or measured mineral resources category


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The mineral resource pit shell was developed using the parameters listed in Table 1.2.

Table 1.3 presents a summary of the open pit mineral resources inside the mineral resource pit shell at a series of cut-off grades. The breakeven gold cut-off grade is calculated by Golden Vertex to be 0.005 oz/ton Au. Table 1.4 presents a summary of the mineral resources inside the mineral resource pit shell at the 0.005 oz/ton Au cut-off by the mineral resource categories.

The open pit mineral resources for the Moss Mine Project are estimated to be 62.9 Mtons of measured and indicated material grading 0.0103 oz/ton Au and 0.1081 oz/ton Ag for a total of 646 koz of gold and 6.8 Moz silver. There are additional inferred open pit mineral resources, which are estimated to be 13.6 Mtons grading 0.0090 oz/ton Au and 0.0427 oz/ton Ag for a total of 122 koz of gold and 0.58 Moz silver.

Table 1.3
2025 Mineral Resource Estimate Sensitivity Analysis for a Series of Cut-Off Grades*

Category

Cutoff oz/ton AuEq.

k tons

AuEq oz/t

Au oz/t

Ag oz/t

Au (koz)

Ag (koz)

Measured

>= 0.0030

14,302

0.0093

0.0088

0.1091

126

1,560

>= 0.0040

12,423

0.0102

0.0096

0.1203

119

1,494

>= 0.0050

10,527

0.0113

0.0106

0.1330

112

1,400

>= 0.0060

8,525

0.0126

0.0119

0.1489

101

1,269

>= 0.0070

6,696

0.0143

0.0135

0.1682

90

1,126

Indicated

>= 0.0030

67,370

0.0092

0.0087

0.0896

586

6,036

>= 0.0040

60,133

0.0099

0.0094

0.0957

565

5,755

>= 0.0050

52,383

0.0107

0.0102

0.1031

534

5,401

>= 0.0060

44,282

0.0116

0.0111

0.1125

492

4,982

>= 0.0070

36,136

0.0128

0.0122

0.1251

441

4,521

Measured and Indicated

>= 0.0030

81,672

0.0092

0.0087

0.0930

712

7,597

>= 0.0040

72,556

0.0100

0.0094

0.0999

685

7,249

>= 0.0050

62,910

0.0108

0.0103

0.1081

646

6,801

>= 0.0060

52,807

0.0118

0.0112

0.1184

593

6,251

>= 0.0070

42,832

0.0130

0.0124

0.1318

531

5,647

Inferred

>= 0.0030

17,178

0.0081

0.0079

0.0404

136

694

>= 0.0040

15,322

0.0087

0.0085

0.0417

130

639

>= 0.0050

13,587

0.0092

0.0090

0.0427

122

580

>= 0.0060

11,573

0.0099

0.0096

0.0440

111

509

>= 0.0070

9,280

0.0107

0.0105

0.0463

97

430

*Notes: Mineral resources are estimated in conformance with the CIM mineral resource definitions referred to in NI 43-101 Standards of Disclosure for Mineral Projects. This mineral resource estimate covers the Moss Mine Project. Mineral resources that are not mineral reserves do not have demonstrated economic viability. The quantity and grade of the reported inferred mineral resources in this estimation are conceptual in nature and are estimated based on limited geological evidence and sampling. Geological evidence is sufficient to imply but not verify geological and grade or quality continuity. For these reasons, an inferred mineral resource has a lower level of confidence than an indicated mineral resource, however it is reasonably expected that most of the inferred mineral resources could be upgraded to indicated mineral resources with continued exploration. Mineral resources are reported within an optimized constraining shell using a gold price of US$2,500/oz and a silver price of US$29.2/oz with a gold recovery of 75% and a silver recovery of 33%. Gold grades were estimated using 10ft capped composites within 10 geological domains using ordinary kriging.  Summation errors may occur in the tabulated results due to rounding.


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Table 1.4
Summary of 2025 Mineral Resource Estimate by Classification Category*

Category

Cut-off oz/ton AuEq.

k tons

AuEq oz/t

Au oz/t

Ag oz/t

Au (koz)

Ag (koz)

Measured

0.005

10,527

0.0113

0.0106

0.1330

112

1,400

Indicated

0.005

52,383

0.0107

0.0102

0.1031

534

5,401

Measured + Indicated

0.005

62,910

0.0108

0.0103

0.1081

646

6,801

Inferred

0.005

13,587

0.0092

0.0090

0.0427

122

580

*Notes: Mineral resources are estimated in conformance with the CIM mineral resource definitions referred to in NI 43-101 Standards of Disclosure for Mineral Projects. This mineral resource estimate covers the Moss Mine Project. Mineral resources that are not mineral reserves do not have demonstrated economic viability. The quantity and grade of the reported inferred mineral resources in this estimation are conceptual in nature and are estimated based on limited geological evidence and sampling. Geological evidence is sufficient to imply but not verify geological and grade or quality continuity. For these reasons, an inferred mineral resource has a lower level of confidence than an indicated mineral resource, however it is reasonably expected that most of the inferred mineral resources could be upgraded to indicated mineral resources with continued exploration. Mineral resources are reported within an optimized constraining shell using a gold price of US$2,500/oz and a silver price of US$29.2/oz with a gold recovery of 75% and a silver recovery of 33%. Gold grades were estimated using 10ft capped composites within 10 geological domains using ordinary kriging.  Summation errors may occur in the tabulated results due to rounding.

1.8 Conclusions

Mako has acquired the Moss Mine Project out of bankruptcy and the updated resource estimate indicates that there are sufficient resources at the mine site for the operation along with good exploration potential in the immediate district from which to pursue secondary mining areas should further exploration prove the existence of economic mineralization.

The QP notes that since the Oatman Mining District is well known for its production history, there should be further zones of economic mineralization waiting to be fully defined by well-run exploration programs given the recent sustained rise in metal prices.

Mako is also in the process of bringing the Moss Mine Project back into full production as it has been refining the geological database and the geological model along with test mining various areas since acquiring the Project. The current mineral resources will most likely be used as the basis upon which Mako revises the production mine plan as it looks to revive full production at the Moss Mine Project.

This report may disclose technical information, the presentation of which requires the Qualified Persons (QPs) to derive sub-totals, totals and weighted averages that inherently involve a degree of rounding and, consequently, introduce a margin of error. Where these occur, the QPs do not consider them to be material.

1.8.1 Risks and Opportunities

All mineral resource projects have a degree of uncertainty or risk associated with them which can be due to technical, environmental, permitting, legal, title, taxation, socio-economic, marketing and political factors, among others. All mineral resource projects also present their own opportunities. Table 1.5 outlines some of the Moss Mine Project risks, their potential impact and possible means of mitigation. Table 1.5 also outlines some of the Moss Mine Project opportunities and potential benefits.


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Table 1.5
Risks and Opportunities at the Moss Mine Project

Risk Description and Potential Impact Possible Risk Mitigation
Local grade continuity. Poor grade continuity. Further develop and extend the structural model to other areas on the Moss Mine Project. Use the structural model in designing the drilling programs.
Local density variability. Misrepresentation of the in-situ tonnes, which also affects the in-situ metal content estimate. It is recommended to develop a procedure of collecting density measurements spatially throughout the deposit at regular intervals and implement their use in future mineralization models.
Geologic Interpretation. If geologic interpretation and assumptions (geometry and continuity) used are inaccurate, then there is a potential lack of gold grade or mineralization continuity. Continue infill drilling to upgrade mineral inventory to the Measured and Indicated categories.
Void Locations. If technical knowledge of the historic mine infrastructure is incomplete, then this deficiency could lead to local inaccuracies of the mineral resources and potential safety exposures Conduct drilling and surveys to validate void locations and document intersected workings and refine void management plan.
Metallurgical recoveries might be overstated as they are based on limited testwork. Gold recovery might be lower than what is currently being assumed. A lower recovery will increase the economic cut-off grade. Conduct additional metallurgical tests.
Difficulty in attracting experienced professionals. Technical work quality will be impacted and/or delayed. Refine recruitment and retention planning and/or make use of consultants.
Conceptual mine plans are based on limited geotechnical testwork. Mining methods and dimensions selected might be different than what is currently being assumed. Incorporate more comprehensive geotechnical data from drilling.
Conduct additional geotechnical assessment and analysis.
Opportunities Explanation Potential Benefit
Surface and underground exploration drilling. Potential to identify additional prospects and mineral resources. Adding mineral resources increases the economic value of the mining project.
Potential improvement in metallurgical recoveries. Additional metallurgical testwork can be performed to determine if recovery can be improved through ore sorting, flotation or cyanidation. Lower capital and operating costs.
Potential improvement in mining assumptions. Geotechnical analysis may determine mining methods and dimensions can be improved. Improved mining assumptions may lower costs and reduce the cut-off grade for the mineral resource estimation.


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1.9 Budgets and Recommendations

1.9.1 Mine Geology/Exploration Budget

The current pits will require laybacks to access the additional resources that have been identified. It is recommended to complete a diamond drilling campaign and collect geotechnical information from several key areas and complete a geotechnical assessment of the pits. In addition, detailed mapping of the core is recommended, especially in the Reynolds pit area to determine the geologic controls at Reynolds. This logging should be augmented with a core scanning method to collect hyperspectral information which can be used in the regional exploration program. The recommended budget for the mine geology and exploration program is summarized in Table 1.6.

Table 1.6
Budget Summary for the Moss Mine Geology and Exploration Program

Description

 

Cost $ US

Drilling Costs

Sub-Total:

$778,185

 

Mobilization and De-mobilization

 

$30,000

 

Direct Drilling Costs (4,650 ft @ $67/ft)

 

$311,085

 

Drilling Support Costs (estimate/foot = $94)

 

$437,100

Geotechnical Study Phase 1

Sub-Total:

$38,065

 

Site Visit

 

$11,049

 

Representative Field Mapping

 

$11,329

 

Reporting

 

$12,624

 

Administration and Project Management

 

$3,063

Geotechnical Study Phase 2

Sub-Total:

$172,001

 

Geotechnical Core Logging

 

$44,803

 

Televiewer Processing/Reconciliation

 

$10,428

 

Laboratory Testing Program

 

$17,568

 

Develop and Update Geotechnical model

 

$29,726

 

Geotechnical Analysis

 

$31,539

 

Preparation of Report

 

$31,666

 

Administrative and Project Management

 

$6,271

 

 

Total:

$988,251

1.9.2 Regional Exploration Budget

The regional geology at the Moss Mine Project is very permissive of the potential to make multiple, additional discoveries. Systematic exploration of the large land package at the Moss Mine Project will require multiple years of phased exploration programs. The initial program should consist of detailed geological mapping and sampling of outcropping vein/ breccia zones using multi-element geochemistry. During this program, samples should be taken for hyperspectral analysis. Target areas should be prioritized by sample results and proximity to the mine. Data should be entered into an Access database.


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Once several targets have been identified they should be drilled in a Phase 1 drilling program (Table 1.7), then depending on results, advance to a more detailed drilling program in Phase 2 (Table 1.8).

Table 1.7
Regional Exploration Recommended Budget - Phase 1

Description - Phase 1

Cost $ US

Phase 1 Target Definition

Sub-Total:

$108,000

 

Modeling & Mapping - Geological Consulting

 

$50,000

 

Access Database

 

$8,000

 

Hyperspectral Scanning

 

$50,000

Phase 1 Direct Drilling Costs

Sub-Total:

$668,050

 

Environmental & Safety

 

$1,361

 

Direct Diamond Drilling Cost

 

$571,494

 

Laboratory - Assays

 

$58,974

 

Upgrade Core Logging & Storage Facility

 

$32,100

 

Welding, Compressor etc.

 

$4,121

Phase 1 Drilling Support

Sub-Total:

$212,160

 

Workforce (Consultants)

 

$156,000

 

Travel Expense - Airfare, Rail, Mileage

 

$19,999

 

Site Preparation

 

$34,961

 

Machinery & Equipment Maintenance

 

$480

 

Mechanical Parts - By Inventory

 

$720

Phase 1 Office Costs

Sub-Total:

$30,041

 

Office Logistics & Supplies

 

$30,041

 

Phase 1 Sub-Total:

$1,018,251

Table 1.8 
Regional Exploration Recommended Budget - Phase 2

Description - Phase 2

Cost $ US

Phase 2 Direct Drilling Costs

Sub-Total:

$953,925

 

Environmental & Safety

 

$2,041

 

Direct Diamond Drilling Cost

 

$857,241

 

Laboratory - Assays

 

$88,462

 

Welding, Compressor etc.

 

$6,181

Phase 2 Drilling Support

Sub-Total:

$318,240

 

Workforce (Consultants)

 

$234,000

 

Travel Expense - Airfare, Rail, Mileage

 

$29,999

 

Site Preparation

 

$52,441

 

Machinery & Equipment Maintenance

 

$720

 

Mechanical Parts - By Inventory

 

$1,080

Phase 2 Office Costs

Sub-Total:

$45,061

 

Office Logistics & Supplies

 

$45,061

 

Phase 2 Sub-Total:

$1,317,226

 

Total Phase 1 + Phase 2

$2,335,477



Mako Mining Corp.

The budget presented in Table 1.6, Table 1.7 and Table 1.8 summarizes Mako's estimated costs for completing the work at the Moss Mine Project as well as potentially two phases of regional exploration program.

It is the opinion of the QPs that all of the recommended work is warranted and that only the location of the actual drilling needs to be re-evaluated, as assay results are obtained from the drilling as the program progresses. The QPs appreciate that the nature of the programs and expenditures may change as further studies are undertaken, and that the final expenditures and results may not be the same as originally proposed. The QPs believe that the second phase of the regional exploration may change depending on the results obtained during the first phase of drilling and that Mako revisits the estimated budget for the second phase prior to execution of the second phase.

The QPs are of the opinion that the recommended work program and proposed expenditures are appropriate and well thought out. The QPs believe that the proposed budget reasonably reflects the type and amount of the contemplated activities, at this time.

1.9.3 Further Recommendations

In addition to the above exploration and drilling programs at the Moss Mine Project and regionally the QPs make the following recommendations:

1) Continue to conduct infill and exploration drilling at the Moss Mine Project and update the resource estimates as drill campaigns are completed.

2) Conduct periodical Acid-Base testing to ensure there is no acid drainage issues at the Moss Mine Project and any secondary mineralized zones that are subject to exploration.

3) Conduct further metallurgical testwork on any secondary mineralized zones that are subject to exploration as various zones may have different recoveries based upon the mineralization found within each zone.


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2.0 INTRODUCTION

2.1 Terms of Reference

Micon International Limited (Micon) has been retained by Mako Mining Corp. (Mako) to prepare a an NI 43-101 Technical Report for the Moss Mine Project (Moss Mine Project or the Project) located in the Oatman Mining District, Mohave County, Arizona, in order to disclose the 2025 Mineral Resource Estimate (MRE) in accordance with National Instrument 43-101 Standards of Disclosure for Mineral Projects (NI 43-101).

This report may disclose technical information, the presentation of which requires the Qualified Persons (QPs) to derive sub-totals, totals and weighted averages that inherently involve a degree of rounding and, consequently, introduce a margin of error. Where these occur, the QPs do not consider them to be material.

The conclusions and recommendations of this report reflect the QPs' best independent judgment in light of the information available to them at the time of writing. Micon and the QPs reserve the right, but will not be obliged, to revise this report and conclusions if additional information becomes known to them subsequent to the date of this report. Use of this report acknowledges acceptance of the foregoing conditions.

This report is intended to be used by Mako subject to the terms and conditions of its agreement with Micon. That agreement permits Mako to file this report as a Technical Report on SEDAR+ (www.sedarplus.ca) pursuant to applicable Canadian securities legislation.

Micon and the QPs are independent of Mako as defined under Section 1.5 of NI 43-101. Neither Micon nor the individual QPs have, nor have they previously had, any material interest in Mako and its related entities. The relationship with Mako is solely a professional association between the client and the independent consultants. This report is prepared in return for fees based upon agreed commercial rates and the payment of these fees is in no way contingent on the results of this report.

Micon and the QPs are pleased to acknowledge the helpful cooperation of Mako management, personnel and consulting field staff, all of whom made any and all data requested available and responded openly and helpfully to all questions, queries and requests for material.

2.2 Discussions, meetings, Site Visit and Qualified Persons

In order to undertake the Technical Report for the Moss Mine Project, the QPs of this Technical Report held a number of discussions and meetings with Makos' personnel and contractors, to discuss details relevant to any historical exploration programs and production from the mineral concessions as well as the general geology and mineralization types. The discussions were held via email and phone calls, as well as Microsoft Teams meetings. The discussions were open, frank and at no time was information withheld or not available to the QPs.

A site visit by Micon personnel was conducted from May 27, 2025 to May 29, 2025 with May 28, 2025 a full day on site. Mr. Gary Wong, P.Eng., visited the site between July 14, 2025 to July 16, 2025.


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Prior to the 2025 site visit, the objectives of that visit were discussed between Mako's personnel and the QPs.

Mr. Gary Wong, P.Eng., visited the site between July 14 to July 16. Mr. Wong is the principal consulting geologist for PDM Technical Services Ltd. He is independent of Mako and its subsidiary Golden Vertex. During this visit, the open pit areas, the leach pad, the mine office, the core logging facilities, and the core and sample storage areas were toured. A number of holes representative of the different zones were also visited, as well as core photographs of other zones which were not readily accessible. Finally, the three-dimensional models of the mineralized zones were reviewed with the Golden Vertex staff.

The QPs responsible for the preparation of this report and their areas of responsibility and site visits are summarized in Table 2.1.

Table 2.1
Qualified Persons, Areas of Responsibility and Site Visits

Company Qualified Person Title Area of Responsibility Site Visit
Micon International Limited William J. Lewis, B.Sc., P.Geo. Principal Geologist Sections 1.1 to 1.3, 1.8, 1.9, 2, 3, 4, 5, 24, 25.1, 25.4, 26 and 27 None
Richard M. Gowans, P.Eng. Principal Metallurgist Sections 1.6, 13 and 25.2 May 27, 2025, to May 29, 2025
CGK Consulting Services Inc. Chris Keech, P.Geo. Principal Geologist Sections 1.7, 10.0, 11.0, 12.1-3, 12.5-8,12.10, 14.0 and 25.3 None
PDM Technical Services Ltd. (Gary) Yee-Yuen Wong, P.Eng. Geological Services Consultant Sections 1.4, 1.5, 6.0, 7.0, 8.0, 9.0, 12.4, 12.9, and 23.0 July 14, 2025, to July 16, 2025
  NI 43-101 Sections not applicable to this report 15,16,17,18,19,20,21 and 22  

2.3 Sources of Information

The review of the Moss Mine Project has been based on published material researched by the QPs, as well as data, professional opinions and unpublished material submitted by the professional staff of Mako or its subsidiaries and consultants. Much of these data came from reports prepared for Golden Vertex or prior holders of the Project and provided by Mako. The reference sources for this report are identified in Section 27.0.

The descriptions of geology, mineralization and exploration used in this report are taken from reports prepared by various organizations and companies or their contracted consultants, as well as from various government and academic publications. The conclusions of this report use, in part, data available in published and unpublished reports supplied by the companies which have conducted exploration on the property, and information supplied by Mako. The information provided to Mako was supplied by reputable companies and the QPs have no reason to doubt its validity. The QPs have used the information where it has been verified through their own review and discussions.


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Some of the figures and tables for this report were reproduced or derived from reports on the Project written by various individuals and/or supplied to the QPs by Mako. Several of the photographs were taken during the May and June, 2025 site visits. In cases where photographs, figures or tables were supplied by other individuals, or Mako, the source is referenced below that item. Figures or tables generated by the QPs are generally unreferenced.

The principal sources of information for this report are:

In the preparation of this report, the QPs used a variety of unpublished company data, as well as corporate news releases, geological reports, geological maps and mineral claim maps, sourced from various government agencies. The principal sources of technical information have been the reports provided by Mako. Valuable site-specific information was provided by the employees and consulting geologists of Mako.

It should be noted that historical documents use the term "ore" and "reserves" as the Project has seen past production. Where appropriate, these are retained in this report in quotation marks. However, these terms should be understood within the historical context and do not denote economic mineralization or mineral reserves as set out in NI 43-101 or the Definition Standards of the Canadian Institute of Mining, Metallurgy and Petroleum.

2.4 Units of Measurement and Abbreviations

In this report, currency amounts are stated in Canadian (CAD) or US (US$) dollars. Quantities are generally stated in the American measurement system of feet, miles etc. However, for mineral resource reporting the Système International d'Unités (SI) metric units, the standard Canadian and international practice, including metric tons (tonnes, t) and kilograms (kg) for weight, kilometres (km) or metres (m) for distance, hectares (ha) for area, grams (g) and grams per tonne (g/t) for precious metal grades. Precious metal grades may also be reported in parts per million (ppm) or parts per billion (ppb), and quantities may be reported in troy ounces (oz).

Historical data may be reported in American measurement units, including short tons (tons) for weight, feet (ft) for distance and ounces per short ton (oz/ton) for precious metal grades.

Abbreviations used in this report are identified in Table 2.2. Appendix I contains a glossary of mining and other related terms that are potentially used in this report.


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Table 2.2
Units and Abbreviations

Name Abbreviation
Addwest Minerals International Ltd. Addwest
Air Track AT
BHL LLC. BHL
Bureau of Land Management BLM
Canadian Institute of Mining, Metallurgy and Petroleum CIM
Canadian National Instrument 43-101 NI 43-101
Canadian Standards Association CSA
Carbon in leach CIL
Centimetre(s) cm
Cornerstone Land Surveying, Inc. Cornerstone
Cubic feet per minute cfm
Day d
Degree(s) °
Degrees Celsius °C
Diamond Core Core
Digital elevation model DEM
Dollar(s), Canadian and US $, Cdn $ and US$
EG Acquisition LLC EGA
Elevation Gold Mining Corporation (EGMC) Elevation Gold or EGMC
Feet or Foot ft
Golden Vertex Corp. Golden Vertex or GVC
Gram(s) g
Grams per metric tonne g/t
Greater than >
Hectare(s) ha
Independent Mining Consultants Inc. Independent Mining or IMC
Induced polarization IP
Kilogram(s) kg
Kilometre(s) km
La Cuesta International Inc. La Cuesta or LCI
Lerchs-Grossman LG
Less than <
Litre(s) l
Long-hole LH
Mako Mining Corp. Mako Mining Corp.
Maverix Metals Inc. Maverix
Metre(s) m
Metres above sea level masl
Micon International Limited Micon
Million tonnes Mt
Million ounces Moz
Million years Ma
Million metric tonnes per year Mt/y


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Name Abbreviation
Milligram(s) mg
Millimetre(s) mm
MinQuest Inc. MinQuest
Net Smelter Return NSR
Nomad Royalty Company Nomad
Northern Vertex Mining Corporation  Northern Vertex Mining or NVMC
Not available/applicable n.a.
Ounces oz
Ounces per year oz/y
Parts per billion ppb
Parts per million ppm
Patriot Gold Corp. Patriot Gold
Percent(age) %
Quality Assurance/Quality Control QA/QC
Reverse Circulation RC
Right-of-Way ROW
Sandstorm Gold Ltd. Sandstorm
Second s
Securities and Exchange Commission SEC
Specific gravity SG
System for Electronic Document Analysis and Retrieval SEDAR
Système International d'Unités SI
Three-dimension 3D
Tonne (metric) t
Tonnes (metric) per day t/d
Trisura Guarantee Insurance Company Trisura
Universal Transverse Mercator UTM
Valkyrie Royalty Inc. Valkyrie
Wexford Capital LP collectively with its managed funds, "Wexford",
Year y


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3.0 RELIANCE ON OTHER EXPERTS

In this Technical Report, discussions regarding royalties, permitting, taxation and environmental matters in Sections 4.2 to 4.5 are based on material originally provided by Mako.

Micon's QPs are not qualified to comment on matters regarding royalties, permitting, taxation and environmental matters in Sections 4.2 to 4.5 of this Technical Report and have relied on the representations and documentation provided by Mako for such discussions.

The QPs offer no legal opinion as to the validity of the title to the mineral concessions claimed by Mako and therefore, have relied on information provided by Mako.


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4.0 PROPERTY DESCRIPTION AND LOCATION

4.1 Moss Project Location

The Moss Mine Project is located at latitude 35°5'49" N and longitude 114°26'43" W, which is about 10 miles east from Bullhead City, Arizona, along Silver Creek Road. Bullhead City, Arizona is about 90 miles southeast from Las Vegas, Nevada. The location of the Moss Mine Project is shown in Figure 4.1.

Figure 4.1
Location of the Moss Mone

Figure extracted from the July, 2021 Technical Report.


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4.2 Mineral Tenure and Ownership

4.2.1 Golden Vertex Corp. (Golden Vertex)

The initial ownership in the Moss Mine Project was acquired by Golden Vertex Corp., a subsidiary of Northern Vertex Mining Corporation (Northern Vertex Mining), through an option agreement with Patriot Gold Corp. (Patriot Gold) to acquire a 70% interest in 2011 and a subsequent purchase agreement with Patriot Gold in 2016 to acquire a full 100% interest in the Moss Mine Project subject to a royalty agreement.

The Moss Mine Project area comprises approximately 41,760 acres(ac) consisting of:

The maximum lode claim size is 1,500 feet by 600 feet = 20.66 acres. Irregularities in boundaries, overlaps and fractions decrease this maximum size. The net total area of the unpatented lode claims is based on estimates only. The estimate should not be considered definitive or an absolute value; and is stated for information purposes only. This is emphasized because only the patented lode claim boundaries have been surveyed by a registered land surveyor. The net areas of the unpatented claims are estimates only, supplied by Golden Vertex.

A list of the 15 Moss patented claims in T20N R20W is provided in Table 4.1. The claim boundaries have been surveyed and a certified record of the survey was recorded by Eric L. Stephan (Registered Land Surveyor #29274) of Cornerstone Land Surveying, Inc., (Cornerstone) located at Bullhead City, Arizona 86439, which is dated February 29, 2012. A map of the Moss patented claims is shown in Figure 4.2.


Mako Mining Corp.

Table 4.1
List of Moss Mine Area Patented Claim Parcels (located in T20N R20W)

Claim Name Mineral Survey Section Date of
Location
Date of Amended
Location
Date of Mineral
Survey
Claim Area
(ac)
Key No. 1
Key No. 2
MS4484
MS4484
19
19
Unknown
Unknown
Not Applicable
Not Applicable
April, 1959
April, 1959
19.25
20.56
California Moss
Lot 37 (Greenwood)
MS182
19, 30

Unknown

Not Applicable
Before October, 1888
20.26
California Moss
Lot 38 (Gintoff)
MS796 19, 20,
29, 30
Feb 2, 1882 Not Applicable Before October, 1888 20.38
Moss Millsite
Divide
Keystone Wedge
Ruth Extension
Omega
Ruth
Rattan Extension
Rattan
Partnership
Mascot
Empire
MS4484
MS4484
MS4484
MS4485
MS4484
MS2213
MS4485
MS857
MS4485
MS4485
MS4485
19
19
19, 30
29, 30
19, 30
30
30
30
30
30
30
Unknown Unknown Unknown
July 2, 1929 Unknown
Oct 15, 1888
July 2, 1929
July 19, 1886
June 27, 1958
June 27, 1958
June 27, 1958
Not Applicable
Not Applicable
Not Applicable
June 27, 1958
Not Applicable
Not Applicable
June 27, 1958
Not Applicable
June 27, 1958
June 27, 1958
June 27, 1958
April, 1959
April, 1959
April, 1959
April, 1959
April, 1959
February, 1906
April, 1959
October, 1888
April, 1959
April, 1959
April, 1959
13.61
4.72
10.00
19.22
20.48
18.11
20.66
20.71
5.88
20.66
19.54
          Total: 254.04



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Figure 4.2
Location Plan for the 15 Moss Patented Claims (Reserve Pit Outline in Red) (Source: IMC, 2021)

  Source: Independent Mining Consultants Inc., 2021.


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The initial involvement of Golden Vertex in the Oatman Mining District was entering into an option agreement with Patriot Gold to acquire a 70% interest in the 15 patented Moss Mine claims that included the former producing Moss mine and Ruth mine. The 15 claims are included in 5 parcels recorded with the County.

Golden Vertex also holds seven patented claims (Ivanhoe Patents) in central T19N R20W covering 117.4 acres. The patented claims are owned as fee-simple property by Golden Vertex. They are labeled in Figure 4.3. The claim boundaries have not been recently surveyed, however they were surveyed at the time of patenting and recorded as Mineral Survey 3262. They were recorded with Mohave County as Parcels 221-07-005 and 221-08-001.

Parcel # 221-07-005 - T19N R20W Section 8, PM San Francisco Mining District Ivanhoe #1, Ivanhoe Fraction, Nancy Lee Fraction, Nancy Lee #2 - MS 3262 containing 57.44 ac.

Parcel # 221-08-001 - T19N R20W Section 9, PM San Francisco Mining District: Ivanhoe #2, Ivanhoe #3, Nancy Lee #1, MS 3262 containing 60 ac.

In 2021, Golden Vertex purchased ten patented claims (McCullough Patents) in northern T19N R20W covering 109.4 ac. The patented claims are owned as fee-simple property by Golden Vertex. They are labeled in Figure 4.3. The claim boundaries have not been recently surveyed, however they were surveyed at the time of patenting and recorded as Mineral Survey 3349. They were recorded with Mohave County as Parcels 221-04-002 and 221-05-001.

Figure 4.3 provides a map of Golden Vertex's land position.


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Figure 4.3
Land Position of Golden Vertex

Figure extracted from the July, 2021 Technical Report.


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Applications for three additional Arizona State Land Department exploration permits were made and were accepted on August 25, 2021. These three state Exploration Leases that were accepted in August, 2021 are the most northern one and the two most southern ones on the figure. The locations of the three additional state Exploration Leases are provided in Table 4.2.

Table 4.2
Location of Three Additional State Exploration Leases

Permit #

Township

Range

Section

Area

08-121938

T18N

R20W

Sec 16

640 Acres

08-121939

T18N

R20W

Sec 2

603.48 Acres

08-121940

T20N

R21W

Sec 2

511.36 Acres

There are patented claims owned by third parties within the Townships where the GVC mineral properties are located in T21N R20W, T20N R20W, T20N R21W, T19N R20W, T19N R21W, T18N R20W and T18N R21W, and are shown in dark grey on Figure 4.3. These patented claims are considered fee simple property, and title to the surface and mineral rights are held by the respective patented claim owners. No part of an unpatented claim that overlaps patented property is valid.

In 2021, Golden Vertex initiated an extensive claim staking project that nearly tripled the Golden Vertex land position in the Oatman Mining District. An additional 1,549 claims were staked and filed with the BLM, bringing the total mineral rights area up to approximately 41,760 acres.

On Sept 24, 2021, Northern Vertex Mining changed its name to Elevation Gold Mining Corp. (Elevation Gold or EGMC). They also consolidated shares 6:1 at the same time.

4.2.2 Bankruptcy and Change of Ownership

On August 1, 2024, Elevation Gold obtained an order (the "Initial Order") of the Supreme Court of British Columbia (the "Canadian Court") granting it creditor protection under the Companies' Creditors Arrangement Act (the "CCAA"). Under the Initial Order, KSV Restructuring Inc. (the "Monitor") was appointed as the monitor of the Company. In order to obtain similar protection in the United States, a petition under chapter 15 of the US Bankruptcy Code was filed with the US Bankruptcy Court for the District of Arizona.

Additionally on the same date, Golden Vertex announced that it was ceasing active mining but intended to continue the operation of the beneficiation facilities.

On December 31, 2024, Elevation Gold announced the completion of the sale of Moss Mine with an arm's length purchaser, EG Acquisition LLC, ("EGA"), in respect of the purchase and sale of certain of Elevation Gold's assets, including the outstanding common shares of Golden Vertex, which held the Moss Mine located in Arizona. The Canadian Approval Order was subject to recognition by the U.S. Court in the Chapter 15 Proceedings. The US Recognition Hearing was heard on December 23, 2024, and the US Approval Order was entered on December 30, 2024. The Transaction was also approved by the TSX Venture Exchange subject to approval by the U.S. Court.


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On March 27, 2025, Mako Mining Corp announced the completion of the purchase of the Moss Mine.

The acquisition was completed pursuant to the terms of an interest purchase agreement dated March 26, 2025, between Mako US Corp. as buyer, Wexford EG Acquisition LLC as vendor, EGA as target and Mako as buyer guarantor, pursuant to which Mako US acquired 100% of the ownership interests in EGA, a private company controlled by Mako's controlling shareholder, Wexford Capital LP (collectively with its managed funds, "Wexford"), that acquired 100% of the shares of Golden Vertex, the operating subsidiary of the Moss mine, under a CCAA proceeding and related Chapter 15 proceeding in the United States (the "Bankruptcy Process") on December 31, 2024.

4.3 Royalties

Prior to bankruptcy, the Moss Mine Project had six agreements with landowners that were subject to royalties. As a result of the bankruptcy proceedings, two agreements were eliminated, and four survived, however two of the surviving agreements are still being litigated in the bankruptcy court.

Both the BHL Finders agreement and the Maverix Silver Stream have been eliminated, while the Minquest and Patriot Gold agreements are still in litigation.  The Greenwood and La Cuesta agreements remain in good standing.

The legacy claims and royalty boundaries for Golden Vertex are shown in Figure 4.4 for reference in the following discussion on royalties.

4.3.1 MinQuest Inc.

MinQuest Inc. (MinQuest) assembled the patented Moss Mine claims and staked an additional 63 unpatented claims. In 2018, this land package was transferred to Patriot Gold for payments and a royalty. In March, 2018, Golden Vertex was notified by MinQuest that this royalty was transferred to Great Basin Royalty LLC. In mid-September, 2020, GVC was notified that Great Basin Royalty LLC. had transferred the royalty to Valkyrie Royalty Inc. (Valkyrie). On September 28, 2020, Nomad Royalty Company (Nomad) announced that it had purchased all the outstanding shares of Valkyrie, then on August 15, 2022 Sandstorm Gold Royalties announced it purchased all of the Nomad outstanding shares.  On October 20, Royal Gold purchased all of the outstanding shares of Sandstorm.

Pursuant to the MinQuest Agreement, Royal Gold will receive:

This boundary line is shown in Figure 4.4 above as the smaller blue envelope line.


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Figure 4.4
Moss Project Legacy Claims


Figure extracted from the July, 2021 Technical Report.


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This agreement is still in litigation in the bankruptcy court.

4.3.2 Greenwood Agreement

The California Moss Lot 37 (Greenwood) claim is subject to a Purchase Agreement between Patriot Gold and various parties referred to as the Greenwood Agreement that is dated March 2004. The purchase price of US$150,000 was paid by Patriot Gold, in addition to which a 3% NSR royalty is payable to the original owners, on gold and silver produced from the claim. In addition, and as defined above, a royalty of 0.5% is payable to MinQuest (now Nomad) in respect of the California Moss Lot 37 (Greenwood) claim and all other patented claims in which the original vendors have a royalty interest.

The Greenwood Agreement remains valid following the bankruptcy.

4.3.3 La Cuesta International Inc. (La Cuesta or LCI)

Pursuant to the terms of the La Cuesta Agreement, EGMC will pay La Cuesta a 1.5% NSR royalty on any gold or silver production from the area covered by the Silver Creek claims, plus an additional 0.5% NSR royalty on any third-party claims within the Area of Influence. The Area of Influence includes the State Exploration Permit covering T20N R20W Section 32, and the patented claims within the boundaries of the Silver Creek claims. Quarterly Advance Royalty payments have been made to LCI and are deductible from future royalty payments. The Silver creek claims are shown in blue on the easterly side of the land package shown in Figure 4.4.

The La Cuesta Agreement remains valid following the bankruptcy.

4.3.4 Patriot Gold.

In accordance with the terms of the 2016 purchase agreement with Patriot Gold, EGMC will pay a 3.0% NSR royalty on all gold and silver production from the patented and unpatented claims covered by the 2011 Patriot Gold Agreement. The extent of the royalty properties boundary line is the larger blue envelope shown in Figure 4.4.

The Patriot Gold Agreement is still in litigation in the bankruptcy court.

4.4 Property Access

Access to the properties is provided by State and County roads:


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Access from Silver Creek Road to the actual Moss Mine operations is via the County recognized Moss Mine Access Road, aka BLM Route 7717. The Bureau of Land Management (BLM) has granted Right-of-Way (ROW) permits and leases expiring on December 31, 2047, allowing GVC to re- construct the road onto adjacent BLM land to meet AASHTO Tier IV standards and to construct and operate the 24.9/14.4 KV powerline to the Moss Mine Project.

4.5 Historic Liabilities

The Moss Mine Project site has been disturbed by previous historical mining activities dating back to the late 1800's. These activities are separate from the Phase I activities carried out by NVMC in 2013 and 2014.

There are no known environmental liabilities at the site from the historical activities. The Moss ores do not contain measurable quantities of sulfides and hence, there are no acid drainage issues. The previous activities have not resulted in the stockpiling or disposal of any hazardous substances.

There was a gold stamp mill erected on site in 1909 and the ruins of the mill can be seen today. The historical milling included the use of mercury amalgam, and a small stockpile of tailings is thought to contain measurable quantities of mercury. Golden Vertex was able to encapsulate these tailings in place under provisions of the 1980 Bevill Amendment to Public Law 96-482 in advance of the Phase II site grading which later buried the material.

4.5.1 Phase I Liabilities

The Phase I heap and associated facilities, such as the barren and pregnant ponds, have been dismantled and re-purposed as part of the Phase II development.

The spent ore from the Phase I heap was first detoxified, and subsequent testing proved the material was inert and met Arizona drinking water standards. In accordance with Arizona Department of Environmental Quality permit requirements, this material was used as leach pad liner bedding under the Phase II leach pad. The Phase I leach pad and pond liners were then removed and buried in the Phase II waste dump.

The remainder of the Phase I facilities (the carbon columns, tanks, and solution piping) were sold and shipped to a buyer in Mexico and the former Phase I laboratory structures were retrofitted for use in Phase II.

4.5.2 Permits

Current operating permits are discussed in Section 20. There are no identified issues that would prevent EGMC from achieving all permits and authorizations required to commence construction and operations of the project based on the data that has been collected to date.


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4.6 QP Comments

The QPs are unaware of any other outstanding environmental liabilities at the Moss Mine Project, other than those normally associated with possessing a formerly operating mine in the USA. The existing environmental conditions, liabilities and remediation have been described where required by NI 43-101 regulations. These statements are provided for information purposes only and the QPs offer no opinion in this regard.

QPs are unaware of any other significant factors or risks that may affect access, title or the right or ability of Mako to perform work on the Moss Mine Project.

Other than those discussed previously, the QPs are not aware of any royalties, back-in rights, payments or other agreements and encumbrances which apply to the Moss Mine Project that are not discussed in this section or other sections of this Technical Report.


Mako Mining Corp.

5.0 ACCESSIBILITY, CLIMATE, LOCAL RESOURCES, INFRASTRUCTURE AND PHYSIOGRAPHY

5.1 Accessibility

The nearest cities to the Moss Mine Project are Bullhead City, Arizona (10 miles west) and Laughlin, Nevada (14 miles northwest) which are separated north-south by the Colorado River. According to the 2020 census, Bullhead City has a population of approximately 41,300 people with approximately 100,000 people living in the Laughlin-Bullhead City area.

Las Vegas, Nevada is the nearest major city to the Moss Mine Project, which is approximately 90 miles (1.5 hours) northwest of Bullhead City, Arizona (Figure 4.1). According to the 2020 census, Las Vegas has a population of about 662,000 people. From McCarran International Airport in Las Vegas, Interstate Highways 215, 11 and US Highway 95 lead to State Highway 163 into the Laughlin-Bullhead City area and are good quality paved roads. Moss Mine can be reached by traveling about 10 miles via Bullhead Parkway east on the Silver Creek Road (an improved dirt road).

Chartered flights can be arranged from McCarran International Airport at Las Vegas to the Laughlin-Bullhead City Airport. The nearest railway station is at Needles, California, which is approximately 25 miles to the southwest of Moss Mine.

Kingman, Arizona, approximately 37 miles due east of Bullhead City, is the Mohave County seat. Kingman and the surrounding area have a population of approximately 31,000.

Kingman is about 200 miles northwest from Phoenix, Arizona, the state capital Phoenix has a population of about 1.7 million people based on the 2020 census estimate.

Approximately seven miles east of the Moss Mine Project area is the small town of Oatman, Arizona. According to the 2020 census Oatman had a population of 43 people. Oatman is a historical gold mining town that hosted three underground gold mines in the late 1800s and early 1900s, producing over two million ounces of gold. During the gold mining boom, Oatman had a population estimated at 10,000. The Gold Road Mine underground mine is currently in production in Oatman.

5.2 Climate

The climate in the general Moss Mine Project area is classified as desert. In the Holdridge Life Classification zone it is in a warm temperate latitudinal region, pre-montane to lower montane altitudinal zone and a desert humidity province. There are no climatic constraints on the operating season, although daytime temperatures can exceed 110 ºF during June, July and August. Heatwaves with temperatures in excess of 120 ºF are not uncommon. Lows average about 44 ºF in the winter months, with recorded lows of 24 ºF. The average annual rainfall in Bullhead City is six inches (data from www.usclimatedata.com). No rain may fall for months, heavy rainfalls may occur during the monsoon season, which is between July and September.

5.3 Local Resources and Infrastructure

5.3.1 Surface Rights, Power, Water and Personnel

The Moss Mine Project was an active mine which was fully permitted and maintained the surface rights necessary to operate. Although the mine began production using diesel- powered generators, the mine has installed line power from Mohave Electric Co-Operative (the local power utility) which became operational as of mid-September 2020.


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The principal water source for mine operations is from wells drilled on the Moss Mine property. Additional water sources occur from water seepage into the open pits. Make up water is trucked to site, when necessary.

There are sufficient services within the Bullhead City-Laughlin area to provide supplies, services and manpower to the mine. Technical and management roles can be filled by suitable professionals from mining groups throughout the Western US.

5.4 Physiography

5.4.1 Topography, Elevation and Vegetation

The Moss Mine Project area is located in the Black Mountain Range in the southern part of the Basin-and-Range topographic province, 10 miles east of Bullhead City, Arizona.

Elevations across the Moss Project area vary from approximately 2,160 ft to 2,690 ft above sea level. The Moss vein forms a prominent east-west ridge across the northern portion of the block of 15 patented lode claims.

The local project area is drained by erosional features that drain to Silver Creek Wash located one mile south of the block of 15 patented lode claims, which is dry for most of the year, and drains southwest and then west into the Colorado River. Vegetation is generally sparse; comprised of bunch grass, sagebrush and various species of cacti. The Fort Mojave Indian Tribe and other private companies have created an agricultural community that covers several square miles in the fertile fields of Mohave Valley and Fort Mohave, to the immediate south of Bullhead City and west of the project area. The main crops are cotton and alfalfa.


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6.0 HISTORY

Parts of this section were extracted from the previous 2017 and 2021 Technical Reports and updated where applicable.

6.1 Property History

6.1.1 Discovery and Early Mining History (1863 to 1935)

The Moss Mine Project was discovered in 1863 by John Moss (1839-1880). At the time, it was reported to be the first major gold discovery in Mohave County. The larger San Francisco Mining District of Mohave County was established in 1864 (Malach, 1977).

The available records show that John Moss was made aware of the Moss Mine area by stories about soldiers from nearby Fort Mojave prospecting for and finding gold. A popular, alternative account of the Moss vein discovery is that Chief Irataba of the Mojave Tribe led Moss to what became known as the Moss vein outcrop. Whatever the case, John Moss' name appeared on the first recorded mining claim called the Moss Lode, under the ownership of the San Francisco Gold and Silver Company. The initial gold discovery at Moss was extremely high grade. Lausen (1931) reported that, "From a hole only ten ft in diameter, $240,000 is said to have been taken out.", from a site immediately to the east of the later site of Allen Shaft (Figure 6.1). The extremely high-grade ore was likely the result of near- surface enrichment, creating coarse free gold. Later mining near the high-grade pocket found coarse gold flakes and wire gold along with iron and manganese oxides in vugs (Lausen, 1931).

The available records show that Moss sold the Moss Lode to Dahrean Black and that it was later sold to the Gold Giant Mining and Milling Company of Los Angeles. The area around the glory hole was explored by numerous holes and tunnels, but no other substantial quantities of gold are reported to have been found. Ransome (USGS Bulletin 743 - Preliminary Report 1923) stated that $240,000 worth of gold (approximately 12,000 ounces) was recovered by Moss.

Following its abandonment in 1866, there was little mining activity in the district until the discovery of the regionally famous Gold Road Vein in 1901. The town of Vivian was founded in that year; its name was changed to Oatman in 1908. In 1906, the Tip Top and Ben Harrison mineralized shoots were discovered. In 1915 and 1916 the Big Jim, Aztec and United Eastern mineralized bodies were discovered on the Tom Reed Vein. Mining activity increased and the population of Oatman grew to a reported 10,000 (today referred to as the Oatman gold mining boom, 1915 to 1917). By the mid-1920s the population of Oatman had fallen to a few hundred. In 1933, an increase in the gold price from US$20 to US$35 per ounce resulted in a brief flurry of activity, but all the local mines were closed by 1942 (Ransome, 1923; Sherman & Sherman, 1969; Varney, 1994).

Historical underground mine plans of the Moss Mine in GVC's database are dated May 10, 1915 by Gold Road Mines Co. of Gold Road, Arizona, and September 25, 1920 by the Moss Mines Co. of Gold Road, Arizona. These show the Allen Shaft (Figure 6.1) and levels at 60 ft, 75 ft, 125 ft and 220 ft. The plans show that Moss Mine was operating between 1915 and 1920.


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The available records show that the Ruth Mine was accessed by a 60º degree incline shaft to drifts on the 100-ft, 200-ft and 300-ft Levels. Activity appears to have continued through to mid-1935, by which time approximately 600 ft of drifting is reported to have been completed.

Figure 6.1
Historical Photograph of the Allen Shaft at Moss Mine, 1920-1921

Source: Copied from Ransome, 1923, Plate IX-B

6.1.2 Previous Exploration and Development (1982 to 2009)

Table 6.1 summarizes the work carried out on the Moss Mine Project by previous owners and operators, up to and including Patriot Gold's last exploration program in 2009.

Table 6.1
Summary of Exploration and Development Work Carried Out by Previous Owners and Operators on the Moss Mine Project (the 15 patented lode claims) to 2009

Company Date Work Completed Comments
Moss Mine 1860 to 1920 Surface holes and underground mining 12,000 oz of gold reported to have been extracted
Ruth Mine 1900? to 1935 Underground mining Approx. 24,400 t of mineralized material extracted
BF Minerals 1982 54 rotary air trac holes, four reverse circulation ("RC") holes for a total of approximately 6,190 ft Only assayed Moss Vein material.


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Company Date Work Completed Comments
Harrison Minerals 1987 to 1988 (exact dates unknown) Rehabilitated Allen Shaft and deepened it to 300 ft Constructed headframe in 1987, reportedly left broken mineralized material in stopes, 3,000 to 5,000 short tons trucked to Tyrol mill.
Billiton Minerals 1990 21 RC holes for a total of 6,925 ft Preliminary analysis of gold and silver deportment, preliminary metallurgical tests.
Magma Copper Company 1991 21 RC holes for a total of 9,890 ft Developed local geological maps. Metallurgical testwork carried out by McClelland Laboratories.
Reynolds Metals Explorations, Inc. 1991 11 holes for 4,865 ft, plus two RC holes 500 ft Collar coordinates are not available.
Golconda Resources 1993 19 RC holes for a total of 3,058 ft  
Addwest Minerals International Ltd. 1996 to 1997 30 RC holes for a total of 8,217 ft plus six diamond holes for a total of 1,667 ft Developed a new geological model.
Patriot Gold Corporation 2004 to 2009 43 RC holes for a total of 11,807 ft plus 12 diamond holes for a total of 6,846 ft Consolidated the land position, carried out geological studies and surveys. Contracted Metcon Research to carry out metallurgical testwork.

6.1.3 Historical Production

Production details for the historical Moss mine are limited. A total of some 12,000 oz of gold is estimated to have been produced prior to 1920, and in 1988 a total of between 3,000 and 5,000 tons were extracted and hauled to Tyro Mill in Mohave County.

The available records for Ruth mine suggest that prior to 1907, 'several hundred tons' of mineralized material had been extracted, for processing at Hardyville. During the Oatman boom the mine was extended and, according to Ross Barkley, mine superintendent in the 1930s, approximately 25,000 tons were mined on the 100 Level. Mining ceased when a geological fault was encountered.

When the mine changed hands in 1935 shipments totalling 500 short tons at US$9.45/ton were made in February, along with 900 tons at US$13.00/ton in March and 1,200 tons at US$14.00/ton in April. For the gold price prevailing at the time (US$35/oz), the production records outlined suggest gold grades of between approximately 0.262 oz/ton and 0.408 oz/ton for the extracted material, hence selective high grading along what were known as pay shoots (i.e. high-grade zones of mineralized material).


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6.2 Operating Phases of the Moss Mine under Northern Vertex Mining Corporation (2013 to 2021)

6.2.1 Phase 1 Project Description

The Phase I pilot heap operations were carried out in 2013 and 2014 to test the metallurgical parameters for commercial operations. The Phase I facilities included an open pit, heap leach pad, barren and pregnant solution ponds, a carbon recovery plant, and ancillary facilities such as an onsite laboratory, onsite diesel power, a medical/safety office and a general office trailer.

During Phase I, some 193,000 tons of material was mined from the Phase I open pit using conventional drill and blast mining methods. Roughly 124,000 tons was crushed to minus ¼ inch (6 mm), agglomerated with cement, and placed on the heap leach pad with a radial stacker. The material was placed in one 33 ft lift.

The mining, crushing, agglomeration and stacking was carried out by a Contractor using mobile equipment. The operation was overseen and managed by Golden Vertex personnel.

The heap leach stage of the operation was carried out from August 2013 to September 2014. During this period, a weak cyanide solution was applied to the top of the heap using drip irrigation. Solutions were recovered to a pregnant solution pond and then circulated through conventional carbon columns. The loaded pregnant carbon was then shipped offsite to a stripping facility to recover the precious metals. The stripped carbon was then returned to the Moss project site for re-use.

Approximately 4,150 ounces of gold were recovered during the pilot heap operations representing 82% recovery to doré bar.

6.2.2 Phase II Project Description

Phase II of the Project was based on the 2015 Feasibility Study (and NI 43-101 Technical Report dated June 2015) that involved mining and processing material wholly contained within the patented claim boundaries, which could be accessed without trespass onto adjacent public lands administered by the BLM. The necessary permits and capital were obtained and Phase II commenced construction in late 2017 with eventual operation during 2018 that consisted of mining, crushing, agglomeration and stacking of ore onto a conventional heap leach pad. Commercial production was declared as of September, 2018. Gold and silver recovery were achieved by a Merrill Crowe process to produce doré bars at the project site.

The operation was designed for a five-year mine life based on a throughput of 5,000 tons per day.

6.2.3 Phase III 

Phase III of the project, which was based on the November, 2017 Technical Report, extended operations onto the adjacent federal lands administered by the BLM. This third phase allowed NVMC to take full advantage of the estimated Measured and Indicated mineral resources. The third phase necessitated an expanded waste rock facility to accommodate the additional waste rock as well as an expanded heap leach pad to treat the additional mineralized material.


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BLM issued a Decision Record and Finding of No Significant Impact (FONSI) regarding GVC's Mine Plan of Operation on March 18, 2020 based on analysis provided in the Phase III Moss Mine Expansion and Exploration Project Environmental Assessment (EA).

Since the start of Phase II, Moss mine has produced about 7,918,000 tons of ore and recovered 101,400 oz of gold and 753,700 oz of silver as of June 30, 2021.

On Sept 24, 2021, Northern Vertex Mining Corporation (NVMC) changed its name to Elevation Gold Mining Corp (EGMC). They also consolidated shares 6:1 at the same time.

6.3 Exploration and Operation of Moss Mine under Elevation Gold Mining Corp July, 2021 to 2024

During the period 2021 to 2022, drilling at the Moss Mine focused on infill and expansion drilling within or near the planned pits. The table below shows the areas, objectives and highlights of significant drill intersects. This drilling extended the known mineralization at depth and along strike to the west in 4 areas.  In addition, 7 condemnation holes were drilled in the Rattan area for the 3B leach pad. Several of these holes had intervals above the cut-off grade, however, not enough to justify applying for new permits to move the proposed leach pad.

On March 16, 2023, Elevation Gold announced an intersect of a 100.6 m thick zone with an average grade of 0.5 g/t Au at Reynolds. Subsequent drilling of 50 RC drill holes accounting for 23,990m were drilled in the Reynolds area and continued to identify a wide mineralized zone. The geology in the Reynolds area is distinct from the main Moss vein area as it is the only mineralization identified to date that is hosted in volcanic rocks as opposed to intrusive rocks. In addition, no coherent quartz veins were identified in the RC drilling. (Discussed further in Section 7.7)

Table 6.2
Summary of Drilling at Moss Mine July, 2021 to 2024

Area Number of
Drill Holes
Metres
Drilled
Objective Highlights
Centre Pit 13 11,515 Infill & extension at depth 47.8 m @ 0.63 g/t Au and 3.79 g/t Ag 53.3m @ 0.49 g/t Au and 4.24 g/t Ag
West Extension 26 22,880 Extension to west 61.0m @ 0.54 g/t Au and 5.1 g/t Ag 155.5m @ 0.31 g/t and 1.0 g/t Ag
West Pit 20 15,520 Infill & extension at depth 147.8m @ 0.31 g/t Au and 5.6 g/t Ag
108.2m @0.46 g/t Au and 4.72 g/t Ag
Ruth Vein 9 5,900 Infill & extension at depth 38.1m @1.43 g/t Au and 19.22 Ag 195.1m @ 0.40 g/t Au and 5.54 g/t Ag
Rattan 7 5,150 Condemnation 24.4m @ 0.41 g/t Au and 1.33 g/t Ag 79.3m @ 0.37 g/t Au and 2.0 g/t Ag
Sub Total: 75 60,965    
Reynolds 50 23,990 Identified new resources 225.6m @ 0.56 g/t Au and 2.77 g/t Ag 88.4m @ 0.59 g/t Au and 3.68 g/t Ag
Total: 125 84,955    


Mako Mining Corp.

In the Early 1990's Reynolds Metals drilled several holes in this area. The holes were drilled vertically and only reached depths of approximately 122 m. Most of these holes intersected low-grade gold mineralization interpreted to be associated with stockwork veining. 

6.3.1 Operations and Production by Elevation Gold Mining Corp. During the Period July 1, 2021 to 2024

Elevation's Mine Plan of Operation that was approved March 2020 included a permitted mine pit and stockpile in the Reynolds area. In February, 2024, the Reynolds area was incorporated into the Elevation Gold's mining plans following the approval of an amendment to the mine plan of operations which allowed for a reallocation of 38 acres to the Reynolds pit area and relocation of the barren rock stockpile, and leach pad to accommodate the development of the Reynolds pit.

During the Second Quarter of 2024, all production at Moss mine came from the Reynolds Pit which consisted of 696,373 tonnes grading 0.35 g/t Au resulting in the production of 6,380 ounces of gold.

Production reported by Elevation Gold in press releases during the period July 1, 2021- June 30, 2024 is shown in Table 6.3.

Table 6.3
Elevation Gold Production at Moss Mine during the Period July 1, 2021 to June 30, 2024

Year/Description 2024
(6 Months to June 30)
2023
(12 Months)
2022
(12 Months)
2021
(6 Months from July 1)
Ore Tonnes Mined (t) 1,281,282 2,747,220 2,963,038 1,421,413
Ore Tonnes Stacked (t) 1,351,027 2,798,293 2,976,281 1,424,816
Gold Grade (g/t) 0.38 0.47 0.45 0.40
Gold Produced (oz) 12,683 31,047 31,094 13,265
Gold Ounces sold (oz) 12,920 31,063 31,666 13,009

6.4 Corporate Ownership of the Moss Mine Project 2011 to Present

The initial ownership in the Moss Mine Project was acquired by Golden Vertex, a subsidiary of Northern Vertex Mining, through an option agreement with Patriot Gold Corp. to acquire a 70% interest in 2011 and a subsequent purchase agreement with Patriot in 2016 to acquire a full 100% interest in the Moss Mine Project subject to a royalty agreement.

In 2021, Golden Vertex purchased ten patented claims (McCullough Patents) in northern T19N R20W covering 109.4 ac. These patented claims are owned as fee simple property by Golden Vertex. The claim boundaries were surveyed at the time of patenting and recorded as Mineral Survey 3349. They were recorded with Mohave County as Parcels 221-04-002 and 221-05-001.

On Sept 24, 2021, Northern Vertex Mining changed its name to Elevation Gold Mining Corp. (Elevation Gold or EGMC). They also consolidated shares 6:1 at the same time.


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On August 1, 2024, Elevation Gold Mining Corp obtained an order (the "Initial Order") of the Supreme Court of British Columbia (the "Canadian Court") granting it creditor protection under the Companies' Creditors Arrangement Act (the "CCAA"). Under the Initial Order, KSV Restructuring Inc. (the "Monitor") was appointed as the monitor of the Company. In order to obtain similar protection in the United States, a petition under chapter 15 of the US Bankruptcy Code was filed with the US Bankruptcy Court for the District of Arizona.

Additionally on the same date, the Golden Vertex announced that it was ceasing active mining but intended to continue the operation of the beneficiation facilities.

On December 31, 2024, Elevation Gold announced the completion of the sale of Moss Mine with an arm's length purchaser, EG Acquisition LLC. ("EGA"), in respect of the purchase and sale of certain of Elevation's assets, including the outstanding common shares of Golden Vertex Corp., which held the Moss Mine located in Arizona. The Canadian Approval Order was subject to recognition by the U.S. Court in the Chapter 15 Proceedings. The US Recognition Hearing was heard on December 23, 2024, and the US Approval Order was entered on December 30, 2024. The Transaction was also approved by the TSX Venture Exchange subject to approval by the U.S. Court.

On March 27, 2025, Mako Mining Corp announced the completion of the purchase of the Moss Mine.

The acquisition was completed pursuant to the terms of an interest purchase agreement dated March 26, 2025, between Mako US Corp. as buyer, Wexford EG Acquisition LLC as vendor, EGA as target and Mako as buyer guarantor, pursuant to which Mako US acquired 100% of the ownership interests in EGA, a private company controlled by Mako's controlling shareholder, Wexford Capital LP (collectively with its managed funds, "Wexford"), that acquired 100% of the shares of Golden Vertex Corp. (Golden Vertex or GVC), the operating subsidiary of the Moss mine, under a CCAA proceeding and related Chapter 15 proceeding in the United States (the "Bankruptcy Process") on December 31, 2024.

6.5 Mineral Resource Estimates

A number of previous mineral resource estimates have been conducted on the Moss Mine Property. However, the previous resources estimates will not be discussed here as they have all been superseded by the current mineral resource estimate disclosed in Section 14 of this Technical Report.

6.6 Exploration by Elevation Gold outside of the Moss Mine

6.6.1 West Oatman

West Oatman is a bulk tonnage exploration target located 2.3 km south of the Moss Mine see Figure 6.2. Mineralization has been observed along a 4.5 km strike of the West Oatman fault/vein system. The West Oatman vein system is interpreted to be an extension of the Gold Road structure to the southeast. The West Oatman vein system is similar to the Moss vein system that is currently being mined.

Results from mapping, sampling and drilling indicate that the West Oatman vein system is potentially mineralized over a strike length of at least one kilometre, with the host structure striking 290 degrees and dipping approximately 65 degrees to the northeast.  Vein, stockwork and breccia widths vary from less than a meter to approximately 30-50 meters in width in breccia-filled dilation zones.


Mako Mining Corp.

Figure 6.2
West Oatman Location Map

    Figure supplied by Mako Mining Corp. and dated February, 2026.


Mako Mining Corp.

Approximately 3,400 m of drilling have been completed in 40 holes at West Oatman. The drilling was accomplished in 5 drilling campaigns by 3 different companies. Of the 3,400 m of total drilling, 1,946 m in 26 holes were diamond drillholes and 5,030 m in 14 holes were reverse circulation holes. Table 6.4 below shows the meterage for each of the different companies and highlights of the drilling. Additional details and assay results of the drilling are available from Northern Vertex's press releases dated May 11, 2021 and September 8, 2021. The press releases are available Makos's website under "Archives - Moss Mine"

The drilling completed to date indicates that the West Oatman system is analogous to the Moss Mine and is considered to be a high priority for additional drilling to define potential resources.

Table 6.4
West Oatman Drilling History and Highlights

Company Year Number of
Drill Holes
Type of
Drilling
Metres
Drilled
Highlights1
Grubstake Mining Co. 1961 6 DD 277 NA
Reynolds Metals 1992 13 RC 1,412 24.4m @ 0.72 g/t Au
42.7m @ 0.89 g/t Au
Northern Vertex 2017 13 DD 895 35.4m @ 0.84 g/t Au and 2.83 g/t Ag, 47.2m @ 0.32 g/t Au and 2.8 g/t Ag
Northern Vertex 2020 1 RC 122 53.3m @ 0.81 Au and 14.8 Ag
Northern Vertex 2021 7 DD 774 36.0m @ 0.36 g/t Au and 1.6 g/t Ag, 68.6m @ 0.25 g/t Au and 2.33 g/t Ag
Total:   40   3,480  

Note: 1 True thickness ranges between approximately 42% (for vertical drillholes) and approximately 91% (for -50 degrees inclined drillholes) of the reported interval thickness.

6.6.2 Florence Hill

Geologic description in this section is taken from two press releases by Elevation Gold: May 31, 2022, "Elevation Gold Announces Inaugural Drilling at the Florence Hill Exploration Target" and November 11, 2022, "Elevation Gold Provides Update on Florence Hill Exploration Project". Assays for this program are from the Elevation Gold master database on site. Results were not released in a press release.

In 2022, 3,141 m in 5 diamond holes were drilled in the Florence Hill/Grapevine area. Three of the holes were in the Florence Hill area, two holes in the Grapevine and South Grapevine areas and one hole tested the Hardy Vein (Figure 6.3).

The Florence Hill exploration target is located approximately 4.5 km to the southeast of the Moss Mine. The target consists of an approximately 1.75 km long by 1.0 km-wide zone of intensely advanced argillic altered lava dome dacite and rhyolite intrusive and volcaniclastic rocks along the margin of the Silver Creek caldera. WNW- and NW-trending structures, including those hosting the West Oatman and Silver Creek Springs exploration targets (within a kilometre to the west), and the Gold Road Mine (approximately 2.5 km to the southeast) appear to intersect the caldera margin structure in the Florence Hill area.


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These structures are steeply (>80 degrees) southwest dipping in the Florence Hill exploration target area. The intense advanced argillic alteration includes kaolinite and alunite with minor dickite and pyrophyllite and is associated with geophysical magnetic lows and anomalous mercury along the WNW and NW-trending structures. Intense and locally vuggy silica alteration occurs in gently northeast-dipping ignimbrite horizons in the uppermost part of Florence Hill, with localized development of gold-absent incipient quartz stockwork veining. The various geological features noted in the Florence Hill exploration target are interpreted as being indicative of the uppermost parts of a fully preserved large-scale structurally controlled hydrothermal, possibly low- to intermediate sulphidation epithermal system.

The 3 drill holes at Florence Hill intersected fault-hosted epithermal veining in the upper +300 m, including several intermittent vein stockwork zones in the first 30 meters, followed by variably altered volcanic and intrusive host rock to depth of drilling. Assay results from the three holes did not have any significant gold or silver intersects.

Deeper in the holes, hydrothermal alteration displays an apparent transition to higher temperature porphyry-style alteration (propylitic to phyllic), accompanied by an increase in alteration intensity, with depth, however no significant base metal intervals were identified in the assay results.

Two holes were drilled in the Grapevine area, located approximately 2,300 m from the main Florence Hill exploration target. The Grapevine targets are characterized by steep quartz veining cutting stockwork associated with jarosite, quartz, kaolinite, and sericite. Assay results did not identify any significant gold, silver or base metal intervals in the Grapevine area.

The Hardy vein is located about 700 m southwest of the West Oatman area on a patented claim owned by the Company.  Several epithermal quartz-calcite vein systems outcrop in the area. The single hole drilled in this area intersected 4.7 m at 0.45 g/t Au and 2.5 g/t Ag at 184.6 m downhole.


Mako Mining Corp.

Figure 6.3
Florence Hill/Grapevine Location Map

    Figure supplied by Mako Mining Corp. and dated February, 2026.


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7.0 GEOLOGICAL SETTING AND MINERALIZATION

7.1 Sources of Information

This section of the report updates the information from the 2021 Technical Report, which was based on the 2014 Technical Report. For background on the geology of the Moss Mine Project and Oatman mining district, the reader is referred to the 2021 Technical Report. Sections 7.2 through 7.6 are completely drawn from the 2021 Technical Report while Section 7.7 discusses recent observations and current thinking on the deposit.

The geology and mineralization of the Oatman district and the Moss mine and vicinity were initially studied by Schrader (1909), Ransome (1923) and Lausen 1931). More recent studies are found in published reports by Dewitt, et al (1986) and Clifton, et al (1980). Consultants for GVC and previous explorers have studied the deposit and its geology. Results are found in unpublished reports by Baum and Lherbier (1990), Hudson (2011), Brownlee (2014), Cuffney (2016), Cuffney and Eastwood (2013), and Larson (2013, 2015).

The Moss Mine Project lies within the western part of the Oatman mining district. The regional geology of the mining district was mapped by Ransome (1923), Lausen (1931), and Thorson (1971). Ferguson and Pearthree et al (2017) mapped the Oatman 7 ½' quadrangle, including the area surrounding the Moss Mine Project, at 1:24,000 scale, providing a modern framework for the geological setting of the project area. The Moss claim block was mapped by Eastwood (2011) for MinQuest, and the Moss patented claims were mapped in detail (1:1500 scale) by Cuffney (2013). Portions of the unpatented Moss and Silver Creek claim blocks were mapped by Cuffney (2018, 2020).

7.2 Regional Setting

In a regional structural context, the Oatman district lies in the transition zone between the stable Colorado Plateau on the north and disrupted terrane of the highly extended Basin and Range on the south. Although the area is broken into north-south trending ranges and valleys typical of the Basin and Range, extension is minor.

The Oatman mining district lies within a large Tertiary volcanic field, developed on a basement of Precambrian granitic and metasedimentary rocks. A batholitic body of trachytic magma invaded the volcanic field to the northwest of Oatman, culminating in massive pyroclastic eruptions of the Peach Springs tuff, resulting in collapse of the roof of the batholith and formation of the huge Silver Creek caldera at ~18.8 Ma (Ferguson et al., 2013). The Peach Springs tuff fills the caldera; its outflow ash-flow sheet extends for more than 100 miles from the caldera, covering more than 15,440 square miles across northwest Arizona and California (Pamukcu, et al, 1986). The main Oatman district lies just outside of the caldera rim, where mineralization is hosted in pre-caldera intermediate composition lava flows; whereas Moss lies inside the caldera and is hosted in intra-caldera tuffs and intrusions.

Calderas are often excellent loci of epithermal precious metals deposits due to the combination of deep-seated structures (concentric and radial fractures), permeable volcanic and volcaniclastic host rocks, intrusive activity, and abundant water for development of hydrothermal fluids. Examples include Round Mountain, NV, Silverton, CO, Goldfield, NV, and Creede, CO. The main Oatman mining district, lying immediately to the east-southeast of the Moss Mine, produced more than two million ounces of gold from northwest to west- northwest-trending epithermal quartz-calcite veins. Several mines contained bonanza grade ores shoots averaging more than 1 oz/t gold.


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7.3 Host Rocks

The dominant host rock of the Moss deposit is the Moss porphyry, a polyphase monzonite to quartz monzonite porphyry, which intrudes the Peach Springs tuff. Typical Moss porphyry contains coarse grained (4 mm to 10 mm) plagioclase and biotite phenocrysts with lesser hornblende in a very fine-grained groundmass of quartz and feldspar. The Moss stock contains several phases, including equigranular quartz monzonite to monzodiorite, and more felsic phases. Within the project area, the porphyry has undergone weak early propylitic and potassic alteration, characterized by potassic feldspar partially replacing plagioclase feldspar. Sparsely porphyritic feldspar porphyry and rhyolite porphyry to aplite dikes with quartz eyes crosscut the porphyry and the volcanic wall rocks and constitute minor host rocks. Late (post-mineral) micro-gabbro to basalt dikes cut all units along north-trending faults.

The easternmost portion of the Project area and the western portions of the claims, west of the West Pit, are underlain by the Peach Springs tuff, (formerly the Alcyone Formation), consisting of volcanic tuffs, flows, and minor volcaniclastic sediments filling the caldera. In the project area, the Peach Springs tuff is a thick, highly variable unit composed dominantly of several welded trachytic ash-flow tuff sheets separated by coarse volcaniclastic sediments, debris flows, and volcanic breccias. Lithic-rich welded tuff is common.

Locally, large-foundered blocks of Precambrian granite, representing landslide deposits from the caldera walls, occur within the tuff. Welded tuffs within the Peach Springs tuff are competent units capable of hosting both persistent veins and stockworks.

The Times granite, a fine-to medium grained leucogranite, forms an irregular intrusion centred to the south of Silver Creek. Age relations between the Moss porphyry and the Times granite are uncertain; the two intrusions appear to intermingle in several places. The granite is a host rock at the West Oatman prospect.

7.4 Mineralization

Gold-silver mineralization in the West Oatman district occurs as high-level low-sulfidation epithermal veins and stockworks. The mineralization is very similar to that of the main Oatman mining district. The Moss Vein may represent the western extension of the Gold Road vein on the north end of the Oatman district (Figure 7.1 and Figure 7.2).

Three main veins and their associated stockworks host the bulk of mineralization defined to date at Moss:

1) the Moss Vein and its extensions to the west and east of the resource area.

2) the Ruth Vein to the immediate south of the Moss Vein.

3) the West Oatman Vein, lying about one mile to the south of the Moss Vein.


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Figure 7.1
Geology and Exploration Areas around the Moss Mine

Figure supplied by Mako Mining Corp. and dated February, 2026.


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Figure 7.2
Geology and Exploration Areas along the Moss Vein

  Figure supplied by Mako Mining Corp. and dated February, 2026.


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7.4.1 Moss Vein System

The Moss Vein system extends for 3.90 miles in a roughly east-west direction across the Moss/Silver Creek claim block. The vein has been divided into three sections for exploration and mining purposes:

In the central part of the resource area, within the Moss Open Pit, the Moss Vein strikes east- southeast (~96° azimuth) and dips steeply (~70°) to the south. The Ruth Vein and other small veins in the hanging wall of the Moss vein are antithetic veins dipping to the north.

Geological mapping combined with review of the Moss Mine Project drill hole logs and assay database indicate the potential for exploitation of other mineralized veins and stockwork zones between the Moss and Ruth Veins.

7.4.2 West Extension of the Moss Vein

The Moss vein can be followed for 1.20 miles west of the West Pit and is expressed on surface as quartz+/-calcite veining, stockwork veining, or silicification along trend of the vein.

Four mineralized areas within the West Extension are discussed separately: West Pit, Mordor, Mid-West Extension, and Far West

7.4.2.1 West Pit

The West Pit mineralization is part of the main Moss Vein/resource area.

Strong gold-silver mineralization follows the Moss Vein to the west across the Canyon fault, a major north-northwest linear. The structure of the Moss vein crosses the Canyon fault apparently without change in orientation, and although it appears as if there is little displacement across the fault, potential movement along the fault is being tested with additional drilling. Movement along the Canyon fault may pre-date the Moss vein; drill testing will confirm whether post-mineral movement is minor.

The West Pit, an expansion of the original Moss open pit for about 1,200 feet to the west, and the associated Gold Bridge and Gold Tower targets lie immediately west of the Canyon fault. The nature of the Moss vein changes across the fault. Massive quartz-calcite veining typical of the Moss vein is only locally developed. Replacement silicification cut by quartz-calcite veining is more common. Widespread strong silicification marks the footwall of the structure. Several thin north-dipping antithetic quartz veins, silicified zones, and zones of stockwork veining occur in the hanging wall of the Moss structure. The West Extension has been interpreted as being a zone of horse-tailing of the Moss vein.


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The stockwork associated with the West Pit/Gold Bridge/Gold Tower is wider and more extensive than that on the hanging wall of the main Moss Vein - up to 400 feet wide.

Accordingly, gold-silver grade is lower than in the Moss Vein and associated stockworks in the Moss Open Pit.

7.4.2.2 Cliffs of Mordor/Mordor Vein

The rugged cliff terrain west of the topographic crest of the West Pit is informally named the Cliffs of Mordor. Stockwork and vein mineralization continues west of the pit but has until recently been difficult to access and drill due to the rugged topography. Pioneering in the West Pit has created the opportunity for drilling from various flat benches within the pit as it develops. The host rock changes from the Moss porphyry to welded tuffs of the Peach Springs tuff west of the West Pit boundary. The tuffs are competent host rocks capable of propagating both veins and stockwork mineralization, as manifest in the presence of numerous veins in outcrop to the west of the current mine.

A well-defined quartz-calcite vein, the Mordor vein, crops out along the base of the cliffs, just west of the leach pads. The vein strikes 260° and dips 50° to the north in outcrop and can be followed for about 400 feet along strike. Continuous-chip samples collected across the 5 foot-width of the vein ranged from 0.079 oz/ton Au to 0.286 oz/ton Au.

7.4.2.3 Mid-West Extension

To the west of the Cliffs of Mordor, about 1,800 feet to 2,300 feet west of the West Pit, the Moss Vein crops out as a rib of replacement silicification with minor white quartz veining for about 1,000 feet of strike length. Several prospect pits and one short adit are remnants of historic exploration of the vein.

Fairly low gold values have been obtained from rock-chip samples of the vein structure. Only five of 48 samples assaying >0.02 oz/ton Au, with a maximum of 0.0575 oz/ton Au. Despite the weak expression of the Moss vein and the relatively low surface gold values. Drilling by Reynolds Metals in 1991 defined a broad area of thick low-grade gold, including a section of 370 feet assaying 0.0127 oz/t Au in hole WO 91-07. This drillhole intersected hanging wall stockwork veining above the Moss Vein but does not appear to have been drilled deep enough to intersect the Moss Vein. The Mid-West Extension is considered a primary target for future resource expansion


Mako Mining Corp.

Figure 7.3
Mid-West Extension Geology and Rock-Chip Gold (in ppb)

        Figure supplied by Mako Mining Corp. and dated February, 2026.


Mako Mining Corp.

7.4.2.4 Far West

The Far West extension of the Moss Vein comprises the westernmost exposures of the vein system. Following a gap of about 1,500 feet lacking surface expression of the Moss Vein, the structure reappears as a broad zone of stockwork veining with quartz-calcite+/-fluorite veins

extending for about 2,000 feet along the steep south flank of a large hill (the Black Fin). Additional subvertical veining is present on the back side of this hill. Several small prospect pits and a long adit have been driven into the vein/stockwork. Lac Minerals drilled seven reverse-circulation holes in 1989, which intersected multiple thin zones of gold mineralization. It is possible that the Black Fin area is similar to the Cliffs of Mordor area (see Section 7.4.2.2), with extensive stockwork veining and silicification in the hanging wall to the Moss Vein; the silicification resulting in the development of significant topographic highs.

The Far West prospect is considered a good exploration target for long-term resource expansion. However, rugged topography and distance from current operations render it a somewhat lower priority target at this stage.

7.4.3 Morphology of the Moss Vein

The Moss vein strikes S84E and dips an average of 70º to the south (096/70 using the right- hand rule). The pre-mining expression of the vein was a series of low west-northwest- trending hogbacks, with the vein footwall defining the north side of the ridges.

The Moss Vein is a fissure-filling vein, best described as a "breccia vein". The vein is a primary hydrothermal breccia, as opposed to a brecciated vein produced by post-mineral faulting, although some post-vein brecciation does occur. The Moss Vein occupies a major fault zone that was periodically opened during episodic boiling events, which deposited quartz together with and/or alternating with calcite. Explosive breccias and boiling textures are common. Some of the pulses also deposited gold and silver. The main vein varies with decreasing quartz-calcite matrix from nearly solid white vuggy quartz and/or calcite (usually quartz-calcite mixtures) with occasional colloform banding, through quartz-calcite vein with abundant floating clasts of wall rock (breccia vein), to brecciated wall rock veined and cemented by quartz-calcite stockworks. In places, the Moss Vein consists only of stockwork veining.

The hanging wall of the vein contains scattered thin quartz-calcite veins and breccia veins over a zone measuring several tens of feet up to 100 feet wide, creating thick zones of low- grade mineralization. Quartz-calcite veining in the hanging wall may occur either as thin planar veins (often quartz veins with calcite cores), irregular veins with sinuous borders, or highly irregular breccia infillings. Significant gold mineralization can occur in stockwork zones with only a few percent of visible quartz-calcite veinlets.

The vein and hanging wall stockwork zone pinch and swell both along strike and down dip, probably reflecting dilatant zones developed along subtle bends in the vein structure.

The footwall contact is normally a fairly sharp well-defined contact between vein and porphyry wall rock with few or no veinlets. The contact varies in nature from a sharp contact between intact fissure-filling vein and wall rock to a fault contact with brecciated vein juxtaposed against footwall Moss porphyry host rock. Locally, quartz-calcite stringers carrying low-grade precious metal values extend for 10 to 15 feet into the footwall wall rock. Mineralized footwall zones may be associated with dilational flexure zones. In contrast, the position of the upper contact of the hanging wall stockwork is a less well-defined contact, picked predominantly on the basis of gold assays as vein density in the hanging wall gradually decreases.


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Locally, the Moss Vein has been subjected to later movement within and across the fault along which the vein developed. This movement has created locally brecciated portions of the vein, both at the footwall contact and internal to the vein. Late post-mineral calcite often cements these tectonic breccias. The Moss Vein displays a variety of styles, ranging from massive quartz-calcite veining with bladed calcite and small vugs, colloform banded quartz and quartz-calcite veining, breccia veining with wall rock clasts floating in quartz-calcite matrix, to stockworks veining cementing brecciated wallrock.

7.4.4 Ruth Vein

The Ruth Vein is an epithermal quartz-calcite vein, similar and subparallel to the Moss Vein, lying about 650 feet to the south of Moss in the central area and dipping about 60 degrees north toward the Moss vein. The Ruth Vein was a former producer and is credited with about 25,000 tons of ore mined between 1900 and 1935 (see section 6.1.3).

The vein crops out as a four to six-foot-wide solid quartz+/-calcite vein, extending from the shaft at the old mill site near the present mine office to two shafts lying about 600 feet to the east. The shafts serviced workings developed in a high-grade (~0.35 oz/ton Au, 2.0 oz/ton Ag) ore shoot that raked about 45 degrees to the east.

East of the shafts, there is no surface expression of the Ruth vein for about 500 feet along strike. On the east side of the wide north-trending felsic dike, the Ruth structure reappears and can be followed for another 350 feet to the east as a series of scattered ENE-aligned small prospect pits exposing 2-inch to 10-inch-thick north-dipping quartz veins (~ 254/67; right-hand rule strike and dip).

West of the mill site - across the Canyon fault - the Ruth Vein can be followed for about 800 feet to the west-southwest as weak veining or stockworks exposed in a few prospect pits and roadcuts. The Ruth Vein has about 2,250 feet of exposed strike length.

The main productive area of the Ruth Vein strikes nearly east-west and dips north at 50-70 degrees (267/50-70). The east and west extensions have more northeasterly trends with an orientation of approximately 255/65. The change in orientation causes the Ruth Vein to diverge from the Moss Vein west of the Canyon fault and to converge towards the Moss Vein east of the eastern shafts.

There is no surface expression of the Ruth Vein beyond the last prospect pit 850 feet east of the eastern shafts. However, in the Eastern Extension area, off the patented claims, a similar north-dipping quartz/-calcite +/-fluorite vein, which is subparallel to the Moss Vein, crops out about 600 feet south of the Moss vein. Informally named the Generator vein, this vein may represent the eastern extension of the Ruth vein.

Although no petrographic studies have been conducted on Ruth Vein material, macroscopic study of outcrops, drill core, and drill chips suggest similarity to the Moss Vein. The Ruth Vein varies from a single four-to-six-foot-wide vein, through zones of one-to-six-inch-wide quartz+/-calcite veins intermixed with wall rock to stockworks of thin quartz+/-calcite veinlets. Overall, the Ruth Vein is smaller and less well developed than the Moss Vein. The Ruth Vein also exhibits less vugginess with finer vugs than are typical of the Moss Vein. No bladed calcite or colloform veining has been noted in drill core from the Ruth Vein, but only a small amount of core has been inspected to date. Silver: gold ratios are similar to the Moss Vein, suggesting similar ore mineralogy.


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Locally along the vein, mineralized stockwork zones with white quartz-calcite veinlets comprising 10% to 30% of the rock occur both above and below the main Ruth Vein.

7.4.5 Gold-Silver Mineralization

7.4.5.1 Vein Minerology

The mineralogy of the Moss Vein system as currently explored is simple and the ore is nearly void of all deleterious elements. Key elements of the ore are:

7.4.5.2 Mode of Gold/Silver Occurrence

Petrographic study by Hudson (2011) identified native gold and electrum and tentatively identified acanthite (Ag2S). Larson (2013, 2015) positively identified acanthite as well as minor native silver and found that gold and electrum occur in the following modes, in order of abundance:


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Larson (2015) reports, "Overall, quartz is the host for all of the metallics…. with this generalization that quartz is the dominant host, the most common site(s) for precipitation of gold or acanthite are in open spaces such as vugs and intergranular between quartz grains." Such occurrence lends to good leach recoveries following secondary crushing, since the rock tends to break along quartz grain boundaries, rather than across them.

The Moss Vein contains a very small amount of sulphide minerals, principally pyrite (<1% by volume). Although pyrite is only a very small component of the rock, pyrite was found to co- precipitate with quartz and electrum, and Larson (2015) writes, "Pyrite is present in small amounts in most of the samples, goethite formed by the oxidation of pyrite and usually retaining the shape of the original pyrite is in half of the sections. Of these, pyrite or goethite actually host (encapsulate) some of the electrum in five of the samples." Nearly all the pyrite has been oxidized to goethite within the current limits of mining.

The mode of occurrence of gold within the Moss Vein appears to be variable (Figure 7.4). Hudson (2011) determined that all the gold grains identified in the three core samples he studied were encapsulated in calcite. In contrast, Larson (2013, 2015), who studied a broader group of 18 sections of core spanning 3,500 ft of strike length and 860 ft of vertical extent of the Moss Vein, found only one occurrence of gold encapsulated in calcite, although several electrum grains were located adjacent to calcite grains. Baum & Lherbier (1990) estimated that 64% of electrum grains in sample 444-1-2 were associated with hydrous iron oxides (goethite), 26% were associated with quartz-calcite gangue, and 10% of gold grains were encapsulated in pyrite grains.

7.4.5.3 Gold Grain Size

Gold/electrum is dominantly very fine grained, but some exceptions occur. Larson (2013) found that most gold/electrum grains were very small with a range of 3 microns to 70 microns in diameter. Measurements made by the author of 48 grains of electrum from Larson's (2015) photomicrographs indicate a range in maximum grain dimension from 2 to 98 microns, with an average of 23 microns. Hudson found only very fine grains of gold/electrum with all grains measuring <10 microns in one polished section and all grains measuring <20 microns in another.

Baum & Lherbier (1990) studied two composite chip samples from Billiton's reverse- circulation drill holes. They found a large variation in grain size between the two composites, with one sample containing mostly very fine-grained particles (81% <20 microns) and only 2% of grains measuring >100 microns. The second sample had significantly more coarse grains with 46% of grains being >20 microns and 18% measuring >100 microns to a maximum of 300 microns. Table 7.1 shows that between 60% and 90% of the gold grains studied by Baum & Lherbier are less than 50 microns (or 0.05 mm) in diameter. 


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Figure 7.4
Occurrence of Gold/Electrum Grains*

*Notes: a) gold filling interstices between quartz grains, (AR 141c at 21.5' downhole), gold grain is 98 microns across - the largest grain found by Larson (2015); b) gold encapsulated within quartz (AR 169c at 139.5' downhole), gold grain measures ~16 microns across; c) gold within goethite after oxidized pyrite (AR 204c at 443.5' downhole) in fractured quartz, gold grain measures 19x12 microns; d) gold encapsulated in fresh pyrite (AR 201c at 749' downhole), gold grain measures ~28 microns across (note great depth of sample).

Table 7.1
A Summary of Microscopic Gold Particle Size Analysis, Moss Vein Material (Baum & Lherbier, 1990)

Gran Size

Percent of Gold Grains in Sample

Microns

Millimetres

Sample 444-1-2

Sample 444-3

<5

<0.005

60%

21%

5-20

0.005-0.02

21%

15%

20-50

0.02-0.05

10%

24%

50-100

0.05-0.1

7%

22%

>100

> 0.1

2%

18%

Total:

-

100%

100%

Table Compiled from information contained in Baum & Lherbier, 1990


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7.4.5.4 Paragenetic Sequence

Petrographic work by Larson (2013, 2015) shed additional light on the alteration and mineralogical/paragenetic associations of gold-silver mineralization at Moss. Important observations include:

Figure 7.5 presents a revised paragenetic sequence of alteration and mineralization, based on logging of drill core and Larson's petrographic observations and interpretations.

Figure 7.5
Paragenesis of the Moss Deposit


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7.5 Oxidation

Partial oxidation appears to be relatively deep along the Moss Vein. Oxidation in and around the Moss Mine tends to be deeper along the Moss Vein than outside of it. This is largely due to structural permeability created by brecciation within the vein due to post-mineral movement during reactivation along the vein structure and at intersections with northerly- trending cross-faults. The vuggy nature of much of the vein also contributes to local porosity and permeability. The Moss Vein forms a local aquifer along which oxygenated waters have moved as the water table fluctuated over time.

Except for the Moss Vein and a few other major structures, the REDOX zone corresponds roughly to the present water table. However, oxidation tends to extend deeper into the Moss Vein and its hanging wall stockworks (e.g., Figure 7.6). Cuffney and Eastwood (2013) state, "The REDOX zone at Moss is not a simple boundary and is not related to the present static water table" and "It is not uncommon for the vein to be oxidized to depths in excess of 500 ft (152 m), with unoxidized and thin, partially oxidized zones in the hanging wall." The authors further state, "The drill holes show that the water level is between 40 to 150 ft (12.2 m and 45.7 m) below surface. There is ample evidence of oxidized rock below the water level in several of the core holes. The fact that oxidation is deeper than the present water table is interpreted to indicate that oxidation is related to a lower water table in the past, and that the water table has risen to its present level after oxidation took place".

Figure 7.6
Cut Core from Drill Hole AR204C at 385 ft Downhole (272 ft vertical depth), Showing Partial Oxidation
(brown limonite) in the Moss Vein

Hudson (2011) states that 'the depth of oxidation can be in excess of 300 to 500 ft (91 m to 152 m)'. A similar finding is detailed in a mining report by geologist M. C. Godbe III to BF Minerals (April 26, 1982) who states, "The Moss Mine was developed over a vertical range from surface to the 300 level. All (of the mined mineralized material was) within the oxidized zone". Drilling by GVC shows oxidation well below the present water table (~140 ft below the shaft collar), and partial oxidation (limonite on fractures) occurs locally to more than 800 ft below the present surface.


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7.6 Structural Geology

7.6.1 Faults

The Moss Vein follows a major west-northwest structure, which crosses the mine property and extends for at least another mile to the west beyond the Project area and 1.5 miles to the east as shown in Figure 7.2.

The northwest-trending Canyon fault forms the boundary between the main Moss Vein and the West Extension. Despite being a large through-going structure, the Canyon fault appears to displace the Moss Vein from the West Extension by a very small amount. This is being tested with additional drilling from the West Pit.

Within the project area, a series of small north-to-north-northwest trending faults offset the Moss Vein. A total of 27 faults cutting across the Moss Vein have been mapped. A relative chronology was compiled based on surface topology and the interactions of the faults with adjoining intersecting faults. Fewer cross-faults have been identified in the West Extension area.

Field measurements show that 24 of the mapped faults off-setting the Moss vein have dips that are equal to or greater than 80º (the exceptions are Fault 3 that dips at 50º, Fault 12 that dips at 65º and Fault 24 that dips at 40º). All the faults, except the Canyon fault and the four faults that trend a few degrees east of north, displace the Moss vein by small amounts in the left-lateral direction. This offset may be due to true left-lateral offset, or to vertical offset down to the east, producing the apparent left-lateral offset of the south dipping Moss vein.

7.6.2 Dikes

Four different types of dikes have been identified through geological mapping:


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With the exception of the mafic dikes, which are late post-mineral feeders to basalt flows, the dikes predate the Moss vein, as evidenced by the development of Moss Vein-related stockworks within each type of dike. The post-mineral mafic dikes tend to invade the small north-trending faults, which offset the Moss Vein.

7.7 Current Geological Concepts

The current model is based on concepts diverging somewhat from the previous thinking on this deposit.  The following observation are based on a site visit conducted by Gray (2025) of Resource Geosciences Incorporated, Mako staff observations, and the modelling exercise completed by Gary Wong, P.Eng. There are some very distinct characteristics to this deposit, which were not modelled previously.  The following are the main salient points:

1. The main feature dividing the deposit is the NW trending Canyon fault. West of this fault, there is no evidence of a Ruth vein/structure, nor is there evidence of a coherent Moss Vein.

2. The Moss Vein has two different expressions: high grade quartz carbonate lode veins and low-grade quartz stockwork. The west side of the Canyon Fault only contains a very small portion of the Ruth structure.  This is suspected because of point 3.

3. The higher-grade material and the veins have only been observed in the intrusive Moss Porphyry. To the west of the Canyon Fault are mainly volcanic rocks (Peach Spring Tuff). There is a fundamental change from the intrusive to the volcanic rocks which is not well understood but all evidence points to an absence of major veining and lower grade in the volcanics, however the mineralized intervals are typically wider and more continuous than those observed to the east of the Canyon Fault.

4. The Moss vein does not continue west to the Reynolds area. The previously modelled steeply dipping features have not been observed in Reynolds. Instead, the mineralization controls appear to be much flatter lying (approximately dipping 30 degrees to the southwest), possibly associated with bedding features in the tuff. This is very apparent in the grade model and as such, potential for shallow mineralization is very high. Unfortunately, there is currently no diamond drilling to gain an understanding of the controls in that area, only reverse circulation drilling. Future diamond drilling programs should shed light on this feature.

Figures 7.7. to 7.8 show the relative positions of the features described. Figure 7.9 shows a cross-section of the Reynolds zone illustrating the flatter attitude of the zone looking west (azimuth 280°).


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Figure 7.7
Moss and Ruth Veins relative to Canyon Fault

Source: Mako, January, 2026.

 


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Figure 7.8
Moss Stockwork and Reynolds Zone

Source: Mako, January, 2026.

 


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Figure 7.9
Cross-Section for the Reynolds Zone showing the Flatter Attitude Looking West (Azimuth 280°)

Source: Mako, January, 2026.

 


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8.0 DEPOSIT TYPES

This section is taken from the 2021 Technical Report as no significant studies have been done since that time.

The Moss deposit is a steeply dipping (average 70˚) quartz-calcite vein and stockwork system, which extends over a strike length of approximately one mile in the resource area (Moss Open Pit and West Pit), but can be traced for 3.9 miles in total length.

The Moss Vein system is considered a high level, low-sulfidation (adularia-sericite) epithermal gold-silver deposit in the classification of Heald et al (1987) and White and Hedenquist (1995). Low sulfidation epithermal deposits form from hydrothermal waters in the relatively near-surface environment, typically within 1.5 km of the earth's surface (Taylor, 2007). They are commonly found associated with magmatism and volcanism, but are somewhat distal (vertically or laterally) from the actual centre of magmatism, in environments where meteoric waters have mixed with and diluted magmatic waters.

Epithermal deposits comprise one of three sub-types: high sulfidation; intermediate sulfidation; and low sulfidation. Each sub-type is identified by characteristic alteration and ore-stage mineral assemblages, occurrences, textures and suites of associated geochemical elements. The designation of high sulfidation vs low sulfidation is based on the sulfidation state of the ore-stage sulfide suite, not the abundance of sulfides in the ore. However, precious metals mineralization at Moss is characterized by a low sulfidation suite of minerals and a very low sulfide content (<1%) as well.

The quartz-calcite vein textures at Moss (massive, breccia, vuggy, colloform), are typical of low sulfidation epithermal veins. Gold occurs as very fine native gold and electrum, and silver typically occurs as electrum and very fine grained acanthite, similar to other low- sulfidation precious metals deposits.

The very low (usually trace) levels of base metals in the Moss ores are also consistent with high-level low-sulfidation gold deposits. Alteration related to main-stage precious metals mineralization is confined to silicification and minor sericitization of wall rock adjacent to the veins.

The Moss mineralization differs from typical low-sulfidation precious metals deposits in its lack of adularia (possibly present, but not yet positively identified) and lack of deleterious elements such as arsenic, antimony, and mercury.

Table 8-1 summarizes the characteristics of the Moss Vein system and compares them to characteristics of typical high-level low-sulfidation precious metals deposits.

The high level of emplacement of the Moss mineralization is evidenced by the very fine grain size of ore-stage minerals (gold, silver, electrum, acanthite) and the highly vuggy nature of much of the vein. No paleosurface or near surface features, such as silica sinters, chalcedony or a steam-heated acid leach cap, are preserved in the Moss project area. This indicates that the top of the hydrothermal system has been eroded, thereby exposing the gold depositional zone. Larson (2015) notes that much of the quartz in the Moss Vein was likely deposited as chalcedony or opal, which later converted to fine-grained quartz. This would place the upper part of the Moss Vein system only slightly below the surficial hot-spring zone.


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Table 8.1
Comparison of Moss Deposit Characteristics with Typical Low Sulfidation Epithermal Gold Deposits

Characteristics Moss Vein System Typical Low Sulfidation Epithermal
Mineralization form Vein and stockwork Veins and stockworks, minor disseminations
Geological setting Volcanic centre (Intra-caldera) Above or adjacent to magmatic centre
Host rocks shallow-level intrusion and Intra-caldera volcanics Dominantly volcanic and epiclastic sediments
Alteration Silicification, minor argillic silicification, narrow argillic, illite, adularia
Vein textures vuggy, breccia, colloform Open space/cavity filling, bands/colloform, breccias,
druses
Gangue minerals quartz, calcite, fluorite Quartz, chalcedony, calcite, adularia


Ore minerals
native Au & Ag, electrum, acanthite Native Au and Ag, electrum, minorsphalerite,
chalcopyrite, galena
Elemental associations Au, Ag (Zn, Cu) Au, Ag, Zn, Pb, (Cu, As, Sb, Hg, Se, Te)

Bladed calcite, which is common in the Moss deposit, is indicative of the boiling zone of the hydrothermal fluid, where calcite and quartz co-precipitate, after which calcite is partially replaced by quartz. The boiling zone is the main locus of gold deposition, since boiling destabilizes gold-bearing hydrothermal solutions, causing precipitation of gold. The boiling zone within the Moss Vein, as defined by the occurrence of bladed calcite and quartz replacing bladed calcite as shown in Figure 8.1, extends over a vertical extent of more than 500 ft (150 m) and likely continues much deeper (Cuffney, 2015).

Figure 8.1
Examples of bladed calcite partially replacing quartz (evidence of boiling) in HQ- diameter (2.5") diamond
core drill holes: Right a) AR-165C at 213 ft; Left b) AR21-410C at 781 ft (with purple fluorite)

Figure supplied by Gary Wong and dated February, 2026.

Bladed calcite replaced by quartz is common on the east side of the Canyon fault (central pit), extending from surface to a depth of 500 feet below surface. On the west side of the Canyon fault (West Pit/West Extension) bladed calcite is less common and is first seen in core at a depth of 600 feet (Cuffney, 2015). This relationship suggests that the Canyon fault may be a reverse fault with the west side down dropped. More search for boiling textures in outcrop and drill samples will be needed to test this theory. Larson (2015) also noted that some quartz in the Moss vein in the central pit area showed textures indicative of replacement of chalcedony by higher temperature quartz. This also argues for a high-level setting on the east side of the fault.


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In many epithermal deposits, precious metals grades above the boiling zone can be low, but bonanza grades often occur at the boiling zone. Although the overall grade of the Moss deposit is low, several pods of high-grade mineralization have been found in modern exploration and during mining of the Phase I bulk sample. A small shoot of very high-grade gold was reportedly mined in the early days of the mine, yielding nearly 10,000 ounces of gold valued at $200,000 at $20.67/oz, from a small (10 ft diameter x 10 ft deep) shaft (Malach, 1977). In addition to the Moss Vein, a number of high-level veins throughout the Moss property present good opportunity for discovery of bonanza-grade ore shoots beneath outcrops that yield only low gold and silver values.

The spectacular bonanza ore shoots of the Tom Reed, United Eastern, and Ben Harrison mines at Oatman were blind ore bodies, whose surface expression was narrow argillic (illitic) alteration halos along structures. The argillic alteration blooms were barren but rapidly changed to high-grade (>0.25 opt Au) ore. An exception is the Tip Top orebody, which lies about 100 feet below a surface outcrop of silicified latite laced with quartz and calcite veins, very similar to portions of the Moss Vein. The ore shoots at Oatman were characterized by abrupt tops and bottoms corresponding to the boiling zone, extending over a vertical interval of about 1,200 feet - from about 2,600 feet down to 1,400 feet elevation. The Gold Road vein, north of the main district, cropped out on surface and has a vertical extent of at least 2,000 feet (3.300 feet down to ~1,200 feet elevation) with current exploration testing the bottom of mineralization. The Moss vein mineralization, although overall much lower grade than the Oatman ore shoots, fits the elevation range of the Oatman mineralization and boiling zone well - extending from about 2,300 feet down to at least 900 feet elevation.

The Silver Creek claims contain both a low-sulfidation epithermal precious metals vein system and a high-sulfidation mineralization system. The latter is characterized by widespread strong argillic to advanced argillic alteration and silica caps. High-sulfidation systems are developed in close proximity to magmatic centres, often porphyry copper-gold systems; and are characterized by magmatic hydrothermal waters. Ore morphology varies from veins to breccias and breccia pipes. Very high-grade bonanza gold deposits can form within the boiling zone. Important examples include Goldfield, NV; El Indio, Chile; and Yanacocha, Peru.


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9.0 EXPLORATION

9.1 Introduction

The exploration program summary in this section has been extracted from the 2021 Technical Report, which updates the synopsis from the 2014 Technical Report. A map showing the key exploration target areas is shown in Figure 9.1.

9.2 Previous Owners and Operators (1982 to 2009)

Exploration by previous owners and operators on the Moss Mine property is summarized in Section 6.1.

9.3 NVMC/GVC (2011 through 2015)

9.3.1 2011 Exploration Program

The main focus of the NVMC's 2011 (Now EGMC) exploration program was an infill and confirmation drilling program described in Section 10.2. In addition, a surface rock-chip sampling program was carried out to test for extensions to the Moss Vein. The results are presented in the NVMC's news release dated May 10, 2011.

9.3.2 2012 Exploration Program

In 2012, NVMC's exploration effort on the Moss Mine Property was again focused on drilling the western Moss Vein extension, west of the Canyon fault, and on infill drilling in the main Moss vein area (described in Section 10.2). NVMC also carried out a channel sampling program at five-foot intervals across the backs/inverts/crowns of the accessible drifts and crosscuts of the historical underground workings in the vicinity of the Allen Shaft (see Section 6.1).

The channel sample data supplement those compiled by previous owners and operators of the Moss Mine Property. The reader is referred to the 2014 Technical Report for details and results of the sampling program.

9.3.3 2013/2014 Exploration Program 

In addition to the 2013-2014 drilling program described in Section 10.2, NVMC contracted an airborne magnetic survey conducted by Precision GeoSurveys, Inc. of Vancouver, B.C. Figure 9.2 provides a summary of the results of the airborne magnetic survey and its interpretation.

The results show that magnetics surveys are an effective method of identifying potential mineralized structures on the Moss Mine Project area - both magnetic highs and lows correspond with known mineralized structures, including the Moss vein and at least nine sub- parallel structural zones.

To follow-up the magnetic survey results, NVMC initiated a geological mapping and sampling program on both the Moss claims and the Silver Creek claim block in September 2014 to 'identify and prioritize areas for future drilling where new resources may be discovered'.


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Figure 9.1
Key Exploration Target Areas on the Moss Property

Source: Mako, January, 2026.


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Figure 9.2
Total Magnetic Intensity and Structural Interpretation

Source: Mako, January, 2026.


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Mapping and rock-chip sampling focused on identification of epithermal veins and stockwork zones. Several vein exposures on the property are auriferous at surface with others showing alteration and trace elements that indicate their surface expression is above the boiling zone where gold might be found lower in the system. Samples were collected by professional prospectors under the direction of the Qualified Person. The key target areas defined by the 2015 exploration program consisted of:

Results of the exploration program, including significant assays, can be found in the NVMC's press release of March 24, 2015.

9.3.4 2016 Mapping and Sampling

Follow-up geological mapping and rock-chip sampling was conducted at the Grapevine West, Florence Hill, and Old Timer prospects in June-July, 2016. The Arrastre and Far West areas were also evaluated. Further follow-up was conducted in October. The results from the 2015 and 2016 exploration program were used to develop drilling targets for the 2017 Exploration Program.


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9.3.5 2017 Mapping and Sampling

Additional mapping and rock-chip sampling was conducted in 2017 in conjunction with the Phase IV drilling program. New high-grade zones were defined at Old Timer West, Rattan Extension, and the Mordor (West Extension) veins. All these areas are outside of the resource area.

9.3.6 2020 Mapping and Sampling

The area west of the leach pads and south of the western extension of the Moss vein - the 3A/3B leach pad area - was mapped and sampled by the author prior to condemnation for the leach pad expansion. Several small quartz-calcite veins, some with good boiling textures (bladed calcite) and fluorite filling vugs, were mapped and sampled. A condemnation drilling program was designed to test structural and geochemical targets generated from the fieldwork.

Scattered weak gold mineralization in surface outcrops and thin intercepts in the shallow drill holes confirmed vein-type mineralization in the area, but the potential to develop a resource was deemed insufficient to prevent use of the area for leach pads.

9.3.7 2021 Mapping and Sampling

Rock chip sampling targeted apparent structure-hosted veins (as seen from Google Earth Pro) to the north of the Moss vein system, along the northwestern extension of the Mossback area, as well as follow-up sampling on hyperspectral (see Section 9.2.8) buddingtonite and kaolinite anomalies in the West Grapevine and Florence Hill areas. A total of 86 samples were collected as part of this program. The sampling confirmed the presence of a mercury and arsenic anomaly over the West Grapevine and Florence Hill areas and indicated the presence of gold mineralization in previously untested veins along the Mossback and northern structures (up to 0.028 oz/ton gold). Additional exploration is being planned for these areas.

9.3.8 2021 Multi-Spectral Survey

Northern Vertex contracted PhotoSat Information Ltd of Vancouver, B.C., to conduct a hyperspectral satellite imaging survey of the Moss/Silver Creek claims using the WorldView-3 satellite (Figure 9.3). In mineral exploration, hyperspectral imaging is used to identify structure and areas of potential mineralization, based on alteration introducing clay, iron oxide, and silica minerals.

PhotoSat's technology uses Short Wave Infrared bands to identify silicification, both in narrow zones of silicification related to Moss-style vein/stockwork mineralization, and as broader zones of silica replacement associated with high-sulfidation precious-metals systems such as occur on the Silver Creek claims. The survey identifies clay minerals and differentiates between low-temperature clays and high-temperature clays (alunite, dickite, etc.) associated with high-sulfidation systems.


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Figure 9.3
Map of Moss Project Area showing the Property Boundary, Gold/Silver Occurrences, Veins, Structures, and Alteration Mapping from the PhotoSat Hyperspectral Survey.

Source: Mako, January, 2026.


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The hyperspectral survey at Moss identified numerous areas of alteration that are worthy of follow-up exploration. Of particular note is the Florence Hill area on the Silver Creek claims. At Florence Hill, the survey shows a large cap of silicification lying on high-temperature clay alteration, a scenario typical of intrusion-related high-sulfidation gold-silver systems such as Goldfield, NV and Yanacocha, Peru. High mercury assays argue for a high level of exposure above a potentially large, high-grade gold-silver deposit.

9.3.9 Land Expansion

During the first half of 2021, Northern Vertex Mining (now EGMC) expanded the land holdings at Moss Mine Project from 19 square miles to 68.4 square miles through claim staking and land acquisition (Figure 9.3 and Section 4). The expanded land position covers numerous old mine workings, prospects, veins, extensions of mineralized structures, and gold/silver occurrences within the Oatman District and its extensions.

Systematic exploration of the expanded land position is planned following data compilation and review of hyperspectral data.


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10.0 DRILLING

Drilling at the Moss Mine Project has been conducted since 1982, as described in previous Technical Reports, issued from 2011 to 2015, 2017 and 2021. The following section is a summary of the information presented in these reports which also includes a summary of the 2022 to 2024 drilling results.

10.1 Legacy Drilling

A total of 69,648 ft in 261 drill holes has been carried out on the project by previous companies. Different drilling methods have been utilized, including Air Track (AT), Long-hole (LH), Reverse Circulation (RC) and Diamond Core (Core).

The collar coordinates for this drilling have been taken from old reports and plans. In 2011, Northern Vertex Mining, surveyed the collars that could be located in the field using a differential GPS. These drill holes do not have any down-the-hole directional surveys. This is not considered a significant issue as most of these holes are short and drill hole deviations would be minor for these holes.

In 1982, BF Minerals carried out the drilling of 54 Air Track holes and 4 RC holes totalling 6,190 ft of drilling in the Central Pit and West Pit areas targeting the Moss Vein. In 1989, Lac Minerals (USA) drilled 7 RC holes totalling 3,125 ft in the Far West area. In 1990, Billiton carried out the drilling of 21 RC holes totalling 6,925 ft in the Centre Pit, East Pit and West Pit areas, targeting the Moss Vein. In 1991, Reynolds Metals drilled 11 holes totalling 4,865 ft in the Reynolds Pit area. In 1991, Magna Copper carried out the drilling of 21 RC holes totalling 9,890 ft in the Centre Pit and East Pit areas, again targeting the Moss Vein. In 1992, Golconda Resources carried out the drilling of 17 RC holes totalling 2,698 ft of drilling in the Centre Pit and East Pit areas, again targeting the Moss Vein.

In 1996, Addwest Minerals International Ltd. (Addwest) carried out the drilling of 30 RC holes totalling 8,217 ft again targeting the Moss Vein in the Centre Pit area. This was followed up in 1998 by the drilling of 15 Long-holes totalling 434 ft in the Centre Pit area. The LH98-1 to LH98-15 holes completed by Addwest in 1998 were drilled as up-holes in the historical underground workings. In each case, the holes were drilled to explore the Moss Vein, based on knowledge of its attitude and extent from field mapping and related geological fieldwork.

Patriot Gold carried out drilling campaigns in 2004, 2005, 2007 and in 2009 on the Project. In 2004, they drilled 35 RC holes totalling 7,542 ft in the East Pit area. In 2005, they drilled 7 RC holes totalling 3,675 ft also in the East Pit area. In 2007, they drilled 6 Core holes totalling 3,916 ft in the Centre Pit area and in 2009 they drilled 6 Core holes totalling 2,929 ft in the East Pit area.

Table 10.1 presents a summary of the drilling conducted on the Project.


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Table 10.1
Summary of Drilling Statistics for Moss Mine Project

Company Year Air Track Long Hole Percussion RC Core Total
No. of
Holes
Total
Footage (ft)
No. of Holes Total
Footage (ft)
No. of
Holes
Total
Footage (ft)
No. of
Holes
Total
Footage (ft)
No. of Holes Total
Footage (ft)
Total
Holes
Total
Footage
BF Minerals 1982 54 4,720         4 1,470     58 6,190
Lac Minerals 1989             7 3,125     7 3,125
Billiton Minerals 1990             21 6,925     21 6,925
Magna Copper 1991             21 9,890     21 9,890
Reynolds Metals 1991             11 4865     11 4,865
Unknown 1991             2 500     2 500
Unknown 1992             19 7,075     19 7,075
Golconda Resources 1993             17 2,698     17 2,698
Addwest Minerals 1996             30 8,217 6 1,667 36 9,884
Addwest Minerals 1998     15 434             15 434
Patriot Gold 2004             35 7,542     35 7,542
Patriot Gold 2005             7 3,675     7 3,675
Patriot Gold 2007                 6 3,916 6 3,916
Patriot Gold 2009                 6 2,929 6 2,929
Sub-total:   54 4,720 15 434     174 55,982 18 8,512 261 69,648
Northern Vertex 2011             74 28,517 10 2,601 84 31,118
Northern Vertex 2012         318 27,143 2 745 38 12,226 358 40,114
Northern Vertex 2013         27 2,012 13 7,115 36 14,512 76 23,639
Northern Vertex 2016             2 2,336     2 2,336
Northern Vertex 2017                 20 4,716 20 4,716
Northern Vertex 2019             29 14,025     29 14,025
Northern Vertex 2020             146 69,960 6 4,659 152 74,619
Northern Vertex 2021             149 116,645 30 22,756 179 139,401
Northern Vertex 2022             81 65,700 2 5,475 83 71,175
Northern Vertex 2023             25 13,235 3 4,829 28 18,064
Northern Vertex 2024             19 6,020     19 6,020
Sub-total:           345 29,155 540 324,298 145 71,774 1,030 425,227
Total:   54 4,720 15 434 345 29,155 714 380,280 163 80,285 1,291 494,874


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10.2 Northern Vertex Drilling 2019 to 2021

Northern Vertex has carried out a series of drilling Phases since February, 2011, across the Moss Mine Project. The Phase 1 2011 drilling program was supervised by MinQuest with Northern Vertex Corp. (Northern Vertex) personnel supervising all subsequent drilling phases.

In 2011, during Phase 1, Northern Vertex drilled 54 RC holes totalling 20,555 ft of drilling and 10 core holes totalling 2,601 ft targeting the Centre and East Pit areas.

Later in 2011 and to 2013, during Phase 2, Northern Vertex drilled 21 RC holes totalling 8,537ft of drilling and 74 core holes totalling 26,738 ft of drilling in the West, Centre and East Pit areas.

The collars of all the Phase One to Phase Three drillholes were surveyed by Northern Vertex personnel, using a differential GPS. The locations of individual collars are marked by a plastic pipe set in and concreted into the top of the drillhole, with an adjacent metal rod or wooden stake set in concrete and marked with flagging tape. Each collar monument is marked with the drillhole number, azimuth and inclination. The collar co-ordinates were verified as part of a larger due diligence program that included the holes drilled by previous owners and operators of the Moss Mine Project.

Downhole directional surveys were carried out by Northern Vertex personnel using a Reflex EZ-Trac tool. Downhole surveys were carried out for 21 RC and diamond Core holes during the Phase 1 program, 17 RC and Core holes in the Phase 2 program and 42 Core holes for the Phase 3 program.

Percussion drilling was carried out between October and December, 2012, using a tracked, Atlas Copco ECM 590 drill rig with a 3" hole diameter. All holes were vertical and were generally drilled to a maximum of 96 ft, as holes deeper than 100 ft are considered water wells in Arizona and require a well permit from the state. Holes were stopped short if they hit old workings, water or heavily fractured ground.  A total of 187 holes were drilled for resource infill on the Moss Vein. A total of 28 holes were drilled to investigate mineralization on the west side of the Canyon Fault / Dike where the low-grade metallurgical sample was taken, and possible extensions of the Moss vein across the Canyon Fault. A total of 50 condemnation holes were drilled in the area proposed for waste rock storage in the Ruth and Ruth Dump areas. As well, 7 condemnation holes were drilled in the Rattan area. Five other percussion holes were drilled by a truck-mounted rig supplied by Drilltech, two for water monitoring (MW2012-1 to MW2012-3) and two water wells (WaterWell-1 and 2).

In 2016, two water wells totalling 2,336 ft were drilled and sampled, one in the Centre pit area and the other in East Pit area. The sampling of these holes is not considered reliable, and they have been excluded from the Mineral Resource Estimation.

In 2017, 20 Core holes were drilled totalling 4,716 ft in the West Extension, West Oatman, and Old Timer areas.  The West Oatman and Old Timer drilling is not situated on the Moss Vein mineralized trend, and these holes are not considered for the Mineral Resource Estimate.

The 2018 program consisted of thirty-one 94-ft-deep percussion holes drilled into the hanging wall of the Mordor vein in the West Extension area. Twenty-four of the holes encountered strong vein and stockwork gold-silver mineralization. The drilling results were used to guide deeper reverse-circulation drilling in 2020. The percussion drilling and sampling from this program is not considered to meet CIM best practice guidelines and none of this exploration drilling was used for Mineral Resource Estimation.


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The 2019 drilling program, an infill drilling program in the West Pit area, commenced on September 3, 2019, and concluded on November 13, 2019. Longyear Drilling Company completed 29 reverse-circulation drill holes totalling 14,025 feet using a track-mounted MPD-1500 drill rig. The objectives of the program were to confirm continuity of mineralization, to upgrade Inferred resources to Indicated or Measured resources, and to potentially extend the open pit design at depth and to the south.

Twenty-five of the 29 drill holes encountered significant stockwork gold-silver mineralization, with most holes having multiple intercepts. In addition to confirming continuity of mineralization and upgrading resource categories, the program was successful in proving mineralization beneath the planned pit bottom. For example, hole AR-226R intersected 140 ft grading 0.024 oz/ton Au, 0.41 oz/ton Ag, starting 120 ft below the planned pit bottom, indicating potential to expand the resource at depth.

The 2020-2021 drilling program was designed to accomplish several goals:

1) To add resource ounces in the current pit area and expand the mineral resource to the west (Gold Bridge, Gold Tower, West Pit targets).

2) To discover higher-grade gold mineralization within and adjacent to the current open pit in order to increase average mining grade (Ruth Vein, Moss-Ruth intersection).

3) To extend mineralization below the current pit bottom and expand the mineral resources at depth.

4) To make new discoveries along strike of the Moss Vein and at new targets separate from the Moss Vein (West Extension, Mid-West Extension, East Extension and West Oatman).

In 2020, a total of 146 RC holes totalling 69,960 ft and 6 Core holes totalling 4,659 ft were drilled to test the goals listed above. Then in 2021, a total of 149 RC holes totalling 116,645 ft and 30 Core holes totalling 22,756 ft were completed to test the goals listed above. The results of this drilling were encouraging.

The West Pit, Gold Bridge and Gold Tower drill holes intersected multiple zones of stockwork mineralization throughout the length of the holes.

Drilling along the projection of the Ruth Vein discovered a second high-grade zone about 500 ft to the east of the shafts, where hole AR20-313R intersected 20 ft grading 0.285 oz/ton Au, 1.06 oz/ton Ag, including five feet grading 0.735 oz/ton Au and 2.49 oz/ton Ag.

The encouraging results of the early drilling at Ruth spurred a program of systematic drilling of the vein. However, drilling was hampered by the logistical challenges of establishing drilling platforms in a narrow open pit mine with active mining and blasting. It was necessary to drill multiple holes at varying angles from a limited number of pads. Several holes were drilled through waste dumps. Many holes were drilled at oblique angles to both the dip and strike of the vein, creating exaggerated apparent mineralized intercepts.


Mako Mining Corp.

In drill holes, the Ruth Vein ranges from a narrow (five feet) vein with no adjacent mineralization to a vein with thick zones of adjacent stockwork mineralization. Stockwork vein zones also occur both above and below the Ruth Vein. Most holes intersected multiple mineralized zones.

Higher grades occur both within the core of the Ruth Vein and locally as thin intervals within stockwork zones in both the footwall and hanging wall. Rare pockets of high- grade gold have been drilled, but drilling density is insufficient to define coherent "mineralized shoots".

Defining mineralization beneath the limit of previous drilling and expanding the resource to depth below the planned open pit bottom were goals of the 2020-2021 drilling programs. Twenty-one angled drill holes: 11 reverse-circulation, and 10 core, were drilled from south to north to test the deep Moss vein and the intersection of the Ruth and Moss veins. One deep reverse-circulation hole (AR20-315R) was drilled at -85° to the south to test the Moss-Ruth intersection. Drill lengths ranged from 660 ft to 1,355 ft, reaching vertical depths of up to 1,170 ft below the surface. Significant precious-metals mineralization was encountered to depths of up to 950 ft beneath the surface (AR20-315R).

Due to the oblique orientation of drill holes to the Moss vein, several drill holes have exaggerated mineralized intervals, for example AR20-315R intersected 360 ft grading 0.023 opt Au from 605 ft to 965 ft, but corrected for obliquity to the vein, the true thickness of the mineralized zone is about 165 ft. That is thicker than normal for the Moss vein and hanging wall stockwork, suggesting thickening with depth as the intersection with the Ruth vein is approached.

Drilling to date shows no indication of bonanza grades at the vein intersection, but sections of moderate grade mineralization in the Moss vein have been drilled to depths in excess of 900 ft. For example, hole AR21-441R drilled a true thickness of 17 ft grading 0.058 oz/ton Au at a vertical depth of 738 ft to 810 ft, and hole AR20-315R drilled 13 feet grading 0.054 oz/ton Au at a vertical depth of 897 ft to 946 ft.

Drilling in the East Extension area focused on following the Moss vein and its hanging wall stockworks eastward from the open pit/patented claim boundary. Twenty-one reverse- circulation holes were drilled over a strike length of 700 ft. Five shallow (150 ft to 350 ft long) drill holes angled into the projection of the Moss vein immediately east of the open pit did not encounter significant mineralization. However, two holes just east of the shallow drilling intersected thick moderate-grade gold-silver. AR21-425R intersected 75 ft grading 0.0309 oz/ton Au, 0.58 oz/ton Ag and AR21- 425R intersected 75 ft grading 0.058 oz/ton Au, 0.069 oz/ton Ag. The apparent gap in mineralization may be due to insufficient drilling or the shallow depth of drill holes, or it could be due to a fault offset of the vein to the north, steepening or overturning of the vein, or a barren compressional zone between mineralized extensional zones along the vein. Infill drilling is needed to evaluate this area.

The West Extension follows the Moss vein structure west of the West Pit to the eastern limit of the Moss claim block. Mineralized areas include the Mordor cliffs, the Mordor vein, Mid-West Extension, and Far West Extension. Two RC holes, AR20-251R and AR 20-252R were drilled along the base of the Mordor cliffs. AR20-252R, about 1,500 ft west of the West Pit, was located too far to the south and did not reach the Moss stockwork zone. AR20-251R, about 1,300 ft west of the West Pit, intersected two mineralized zones; 20 ft grading.0.027 oz/ton Au, 0.011 oz/ton Ag between 40 ft to 60 ft downhole and 80 ft grading 0.010 oz/ton Au, 0.04 oz/ton Ag between 175 to 255 ft downhole.


Mako Mining Corp.

At the Midwest Extension, centred about 2,300 ft west of the west end of the West Pit, one reverse circulation hole was drilled to test for bulk tonnage gold mineralization and to verify results from Reynolds Metals' drilling in 1991. Drill Hole AR21-253R, a 400-ft vertical reverse circulation hole, drilled in the northwest part of the target area, intersected four zones of mineralization between the surface and a depth of 390 ft:

 150 ft grading 0.009 oz/ton Au, 0.04 oz/ton Ag from 50 ft to 200 ft downhole.

 15 ft grading 0.013 oz/ton Au, 0.04 oz/ton Ag from 225 ft to 240 ft downhole.

 10 ft grading 0.034 oz/ton Au, 0.02 oz/ton Ag from 310 to 320 ft downhole.

 15 ft grading 0.016 oz/ton Au, 0.02 oz/ton Ag from 375 ft to 390 ft downhole.

Results of AR21-253R confirm the existence of thick sections of low-grade gold at Midwest Extension, verify results from Reynold's Metals' 1991 drilling, and suggest good potential for a bulk-tonnage gold deposit at shallow depth.

One reverse-circulation hole was drilled at the West Oatman target, a vein/breccia system lying about one mile south of the Moss mine on the south side of Silver Creek Wash. Drill hole AR21-259R was a vertical hole drilled as an offset to Reynolds Metals' hole BW 92-10, which encountered 145 feet grading 0.016 oz/ton gold. AR20-259R intersected 175 feet grading 0.024 oz/ton gold and 0.431 oz/ton silver including 60 feet grading 0.0452 oz/ton gold and 1.03 oz/ton silver, about 50 feet downdip of BW 92-10. The drill results suggest significant thickening and increase in grade with depth in the West Oatman system.

A drilling program to follow up the results of hole AR20-259R is planned. The drilling will expand upon previous drilling by Reynolds Metals and 13 core holes drilled by Northern Vertex in 2017.

10.3 Elevation Gold Mining Corp. Drilling from 2022 to 2024

The 2022 to 2024 drilling was carried out over various targets on the Moss Mine Project.  A total of 125 RC holes totalling 84,955ft of drilling targeted the Centre Pit, East Extension, Rattan, Reynolds Pit, West Extension and West Pit areas.  Four Core holes totalling 8,777.5ft were drilled at Florence Hill, with one Core hole totalling 1,526ft drilled at Grapevine.

There were 50 drill holes totalling 23,990 ft drilled at the Reynolds Pit, with 26 totalling 22,880 ft at the West Extension and 20 holes totalling 15,520 ft at the West Pit area.  Additional drilling was carried out at Centre Pit, with 13 holes totalling 11,515 ft. There were 9 RC holes totalling 5,900 ft drilled at the East Extension and 7 drill holes totalling 5,150 ft drilled at Rattan.

Figure 10.1 displays the locations of the 2022 to 2024 drill holes as red drill hole traces and the older drilling as black drill hole traces. Table 10.2 lists the drill hole collar locations for the 2022 to 2024 drilling at the Moss Mine Project.


Mako Mining Corp.

Figure 10.1
Plan Map of Drilling at the Moss Mine Project

C.Keech, CGK Consulting Services Inc, 2025.


Mako Mining Corp.

Table 10.2
Drill Hole Collars for 2022 to 2024 Drilling at Moss Mine Project

Hole ID Easting
ft
Northing
ft
RL
ft
Max
Depth ft
Azimuth
(°)
Dip (°) Year
Drilled
Drill Hole
Type
Target
Area
Company Assay Laboratory
AR22-567R 488,987.6 1,491,245.0 1,961.5 600 178.6 -45.2 2022 RC Rattan Northern Vertex Skyline
AR22-568R 488,987.6 1,491,249.4 1,961.5 800 177.7 -70.3 2022 RC Rattan Northern Vertex Skyline
AR22-569R 488,987.6 1,491,251.0 1,961.3 1,000 171.4 -85.4 2022 RC Rattan Northern Vertex Skyline
AR22-576R 490,647.0 1,492,084.0 2,241.1 800 180.9 -60.4 2022 RC West Pit Northern Vertex Skyline
AR22-577R 490,646.7 1,492,086.0 2,241.4 1,000 178.1 -80.1 2022 RC West Pit Northern Vertex Skyline
AR22-578R 490,648.6 1,492,088.3 2,241.4 745 359.3 -70.8 2022 RC West Pit Northern Vertex Skyline
AR22-579R 494,977.3 1,491,444.8 2,138.0 1,000 352.0 -85.4 2022 RC East Extension Northern Vertex Skyline
AR22-580R 494,977.1 1,491,445.0 2,138.0 800 345.6 -78.6 2022 RC East Extension Northern Vertex Skyline
AR22-581R 494,977.2 1,491,444.8 2,137.7 700 344.5 -71.6 2022 RC East Extension Northern Vertex Skyline
AR22-582R 494,976.8 1,491,447.0 2,137.8 600 345.7 -61.3 2022 RC East Extension Northern Vertex Skyline
AR22-583R 494,976.8 1,491,446.0 2,137.8 500 347.4 -46.7 2022 RC East Extension Northern Vertex Skyline
AR22-584R 490,778.2 1,491,885.0 2,238.6 600 194.5 -45.6 2022 RC West Pit Northern Vertex Skyline
AR22-585R 490,779.5 1,491,888.9 2,239.3 700 193.4 -64.1 2022 RC West Pit Northern Vertex Skyline
AR22-586R 490,779.9 1,491,890.0 2,238.9 800 197.6 -81.3 2022 RC West Pit Northern Vertex Skyline
AR22-587R 490,780.1 1,491,893.0 2,239.1 900 17.7 -88.5 2022 RC West Pit Northern Vertex Skyline
AR22-588R 490,780.6 1,491,894.0 2,238.4 730 18.2 -81.5 2022 RC West Pit Northern Vertex Skyline
AR22-592R 494,978.9 1,491,463.0 2,138.7 800 48.2 -84.7 2022 RC East Extension Northern Vertex Skyline
AR22-593R 494,978.9 1,491,461.0 2,138.6 600 177.8 -76.4 2022 RC East Extension Northern Vertex Skyline
AR22-594R 494,978.9 1,491,459.0 2,138.6 500 180.2 -61.1 2022 RC East Extension Northern Vertex Skyline
AR22-595R 494,978.9 1,491,458.0 2,138.6 400 180.2 -45.9 2022 RC East Extension Northern Vertex Skyline
AR22-596R 489,509.1 1,492,560.0 2,249.4 1,200 191.3 -86.0 2022 RC West Extension Northern Vertex Skyline
AR22-597R 489,509.2 1,492,559.0 2,249.3 1,200 184.9 -65.8 2022 RC West Extension Northern Vertex Skyline
AR22-598R 489,508.3 1,492,557.2 2,249.1 1,200 187.0 -56.7 2022 RC West Extension Northern Vertex Skyline
AR22-599R 489,508.0 1,492,554.9 2,249.0 1,200 186.4 -47.5 2022 RC West Extension Northern Vertex Skyline
AR22-600R 488,376.4 1,492,213.1 1,987.0 600 208.2 -45.9 2022 RC West Extension Northern Vertex Skyline
AR22-601R 488,383.0 1,492,224.8 1,987.6 600 208.3 -80.9 2022 RC West Extension Northern Vertex Skyline
AR22-602R 488,385.9 1,492,230.2 1,987.5 1,200 12.9 -46.6 2022 RC West Extension Northern Vertex Skyline
AR22-603R 488,384.8 1,492,226.5 1,987.6 1,200 11.9 -61.4 2022 RC West Extension Northern Vertex Skyline
AR22-604R 488,384.8 1,492,225.5 1,987.8 800 12.0 -75.4 2022 RC West Extension Northern Vertex Skyline
AR22-605R 489,508.5 1,492,554.0 2,256.2 1,110 357.3 -85.0 2022 RC West Extension Northern Vertex Skyline
AR22-606R 489,508.9 1,492,554.0 2,248.5 765 358.2 -76.3 2022 RC West Extension Northern Vertex Skyline
AR22-607R 489,508.2 1,492,555.6 2,249.5 600 1.4 -60.5 2022 RC West Extension Northern Vertex Skyline
AR22-608R 489,498.9 1,492,528.0 2,220.1 1,145 358.3 -45.7 2022 RC West Extension Northern Vertex Skyline
AR22-609R 488,539.3 1,492,035.1 1,972.6 600 157.7 -45.4 2022 RC West Extension Northern Vertex Skyline
AR22-610R 488,537.1 1,492,039.8 1,972.6 600 163.6 -81.1 2022 RC West Extension Northern Vertex Skyline
AR22-611R 488,541.4 1,492,044.0 1,972.7 1,200 15.0 -46.5 2022 RC West Extension Northern Vertex Skyline
AR22-612R 490,456.6 1,492,174.9 2,220.5 1,200 49.0 -83.8 2022 RC West Pit Northern Vertex Skyline
AR22-613R 490,456.2 1,492,175.7 2,219.2 650 192.2 -81.6 2022 RC West Pit Northern Vertex Skyline
AR22-614R 490,455.8 1,492,174.0 2,219.3 550 189.7 -65.9 2022 RC West Pit Northern Vertex Skyline
AR22-615R 490,455.3 1,492,170.0 2,219.3 500 189.3 -45.8 2022 RC West Pit Northern Vertex Skyline
AR22-616R 488,835.5 1,492,237.0 2,011.8 600 158.8 -45.6 2022 RC West Extension Northern Vertex Skyline
AR22-617R 488,832.3 1,492,245.0 2,012.8 800 153.3 -80.5 2022 RC West Extension Northern Vertex Skyline


Mako Mining Corp.

Hole ID Easting
ft
Northing
ft
RL
ft
Max
Depth ft
Azimuth
(°)
Dip (°) Year
Drilled
Drill Hole
Type
Target
Area
Company Assay Laboratory
AR22-618R 488,828.4 1,492,257.0 2,012.2 1,200 11.6 -46.5 2022 RC West Extension Northern Vertex Skyline
AR22-619R 489,674.6 1,491,857.0 2,064.0 600 191.5 -49.9 2022 RC Rattan Northern Vertex Skyline
AR22-620R 489,841.8 1,492,442.0 2,219.5 1,000 7.3 -80.3 2022 RC West Extension Northern Vertex Skyline
AR22-621R 489,500.6 1,492,529.0 2,219.9 1,200 181.4 -74.1 2022 RC West Extension Northern Vertex Skyline
AR22-622R 489,841.9 1,492,463.0 2,195.3 1,200 162.5 -89.0 2022 RC West Pit Northern Vertex Skyline
AR22-623R 489,191.2 1,490,915.0 1,960.6 1,050 340.4 -80.1 2022 RC Rattan Northern Vertex Skyline
AR22-624R 489,192.2 1,490,915.0 1,960.6 650 338.7 -66.0 2022 RC Rattan Northern Vertex Skyline
AR22-625R 489,193.2 1,490,915.0 1,960.6 450 336.8 -45.0 2022 RC Rattan Northern Vertex Skyline
AR22-626R 492,535.9 1,491,887.8 1,961.8 800 10.3 -71.5 2022 RC Centre Pit Northern Vertex Skyline
AR22-627R 492,535.8 1,491,889.1 1,962.0 1,000 11.4 -80.1 2022 RC Centre Pit Northern Vertex Skyline
AR22-628R 492,536.2 1,491,907.0 1,961.5 900 184.5 -80.3 2022 RC Centre Pit Northern Vertex Skyline
AR22-629R 492,535.6 1,491,907.3 1,961.7 800 188.9 -65.5 2022 RC Centre Pit Northern Vertex Skyline
AR22-630R 489,714.0 1,492,430.0 2,219.6 745 193.0 -44.2 2022 RC West Pit Northern Vertex Skyline
AR22-631R 492,340.3 1,491,881.0 1,962.5 800 5.6 -59.9 2022 RC Centre Pit Northern Vertex Skyline
AR22-632R 492,327.4 1,491,886.0 1,962.8 1,200 348.7 -87.2 2022 RC Centre Pit Northern Vertex Skyline
AR22-633R 492,331.0 1,491,871.0 1,962.5 1,115 183.8 -80.6 2022 RC Centre Pit Northern Vertex Skyline
AR22-634R 492,331.1 1,491,865.0 1,962.6 800 186.1 -44.8 2022 RC Centre Pit Northern Vertex Skyline
AR22-635R 492,331.2 1,491,869.5 1,962.5 800 185.4 -61.6 2022 RC Centre Pit Northern Vertex Skyline
AR22-636R 490,649.3 1,492,114.0 2,199.5 800 5.6 -70.3 2022 RC West Pit Northern Vertex Skyline
AR22-637R 490,445.2 1,492,183.0 2,199.7 800 12.8 -74.9 2022 RC West Pit Northern Vertex Skyline
AR22-638R 490,445.1 1,492,184.0 2,199.9 600 6.9 -66.1 2022 RC West Pit Northern Vertex Skyline
AR22-639R 490,445.0 1,492,187.2 2,199.7 500 4.4 -44.1 2022 RC West Pit Northern Vertex Skyline
AR22-640R 492,087.6 1,492,012.0 1,935.0 800 187.1 -45.2 2022 RC Centre Pit Northern Vertex Skyline
AR22-641R 492,088.4 1,492,014.0 1,934.7 800 183.7 -57.4 2022 RC Centre Pit Northern Vertex Skyline
AR22-642R 489,370.8 1,492,302.1 2,143.9 800 6.1 -65.2 2022 RC West Extension Northern Vertex Skyline
AR22-643R 489,370.8 1,492,301.1 2,143.9 1,000 12.9 -80.5 2022 RC West Extension Northern Vertex Skyline
AR22-644R 490,798.3 1,491,968.2 2,178.7 900 8.9 -70.8 2022 RC West Pit Northern Vertex Skyline
AR22-645R 490,797.3 1,491,964.2 2,179.2 800 10.4 -64.2 2022 RC West Pit Northern Vertex Skyline
AR22-646R 489,369.3 1,492,299.3 2,143.6 500 180.5 -47.8 2022 RC West Extension Northern Vertex Skyline
AR22-647R 487,748.7 1,493,008.5 2,050.9 600 10.1 -44.7 2022 RC Reynolds Pit Northern Vertex Skyline
AR22-648R 487,703.2 1,492,937.5 2,039.0 700 9.7 -56.3 2022 RC Reynolds Pit Northern Vertex Skyline
AR22-649R 487,650.2 1,492,671.9 1,993.8 750 4.1 -45.2 2022 RC Reynolds Pit Northern Vertex Skyline
AR22-650R 487,650.3 1,492,669.5 1,993.6 745 4.3 -57.7 2022 RC Reynolds Pit Northern Vertex Skyline
AR22-651R 487,849.0 1,492,989.7 2,032.4 500 9.4 -45.5 2022 RC Reynolds Pit Northern Vertex Skyline
AR22-652R 487,847.9 1,492,985.7 2,032.1 600 10.3 -66.3 2022 RC Reynolds Pit Northern Vertex Skyline
AR22-653R 487,839.2 1,492,688.3 2,003.5 800 8.1 -45.7 2022 RC Reynolds Pit Northern Vertex Skyline
AR22-654R 487,838.6 1,492,684.6 2,003.4 900 7.7 -61.7 2022 RC Reynolds Pit Northern Vertex Skyline
AR22-655R 487,848.5 1,492,974.9 2,031.2 700 186.6 -46.0 2022 RC Reynolds Pit Northern Vertex Skyline
AR22-656R 487,824.7 1,492,676.3 2,002.5 700 188.7 -45.5 2022 RC Reynolds Pit Northern Vertex Skyline
FH22-001C 502,618.0 1,479,179.0 2,387.0 3,615 34.8 -44.4 2022 DDH Florence Hill Northern Vertex Skyline
FH22-002C 501,980.5 1,478,643.8 1,869.5 1,860 42.8 -43.2 2022 DDH Florence Hill Northern Vertex Skyline
AR23-657R 487,565.0 1,492,970.9 2,026.0 600 9.0 -45.1 2023 RC Reynolds Pit Northern Vertex Skyline
AR23-658R 487,565.4 1,492,966.8 2,025.5 600 7.9 -65.8 2023 RC Reynolds Pit Northern Vertex Skyline
AR23-659R 487,501.4 1,492,780.4 1,997.8 800 14.3 -63.5 2023 RC Reynolds Pit Northern Vertex Skyline
AR23-660R 487,973.0 1,492,891.4 2,014.6 600 9.6 -45.8 2023 RC Reynolds Pit Northern Vertex Skyline
AR23-661R 487,971.2 1,492,885.3 2,014.0 700 9.5 -60.4 2023 RC Reynolds Pit Northern Vertex Skyline


Mako Mining Corp.

Hole ID Easting
ft
Northing
ft
RL
ft
Max
Depth ft
Azimuth
(°)
Dip (°) Year
Drilled
Drill Hole
Type
Target
Area
Company Assay Laboratory

AR23-662R

487,967.0

1,492,874.4

2,013.7

900

186.9

-45.7

2023

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-663R

488,153.4

1,492,681.3

2,012.2

900

195.7

-45.0

2023

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-664R

491,546.1

1,491,800.9

2,149.1

900

0.2

-87.0

2023

RC

Centre Pit

Northern Vertex

Skyline

AR23-665R

491,543.2

1,491,800.8

2,149.3

800

346.6

-69.3

2023

RC

Centre Pit

Northern Vertex

Skyline

AR23-666R

488,080.1

1,492,545.2

2,004.5

360

189.6

-44.6

2023

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-667R

488,032.8

1,492,557.0

1,991.3

400

187.5

-43.8

2023

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-668R

487,975.4

1,492,563.0

1,976.4

400

188.1

-45.7

2023

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-669R

487,932.0

1,492,597.5

1,972.9

505

188.5

-43.7

2023

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-670R

487,877.3

1,492,589.6

1,984.9

400

189.6

-45.5

2023

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-671R

487,807.1

1,492,569.0

1,983.9

400

188.0

-43.1

2023

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-672R

487,753.5

1,492,598.2

1,986.2

300

188.4

-43.9

2023

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-673R

488,077.8

1,492,692.2

1,997.0

500

190.7

-45.6

2023

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-674R

488,009.5

1,492,692.1

1,981.4

500

190.4

-46.4

2023

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-675R

487,896.5

1,492,698.5

2,000.2

500

188.8

-43.5

2023

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-676R

487,769.2

1,492,673.0

1,999.6

400

187.8

-44.4

2023

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-677R

487,911.2

1,492,433.7

1,958.2

300

188.9

-45.3

2023

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-678R

487,901.2

1,492,427.3

1,956.2

400

7.3

-64.8

2023

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-679R

487,921.4

1,492,517.2

1,964.0

350

190.3

-43.6

2023

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-680R

487,967.8

1,492,479.0

1,979.0

370

187.7

-42.5

2023

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-681R

488,025.7

1,492,465.6

1,992.7

350

187.4

-44.7

2023

RC

Reynolds Pit

Northern Vertex

Skyline

FH23-003C

503,406.3

1,483,076.4

2,005.0

2,005

162.3

-45.0

2023

DDH

Florence Hill

Northern Vertex

Skyline

GV22-001C

504,089.5

1,486,921.3

2,365.9

1,526

135.0

-45.0

2023

DDH

Grapevine

Northern Vertex

Skyline

HV22-001C

498,235.2

1,479,927.5

2,493.9

1,298

162.5

-46.0

2023

DDH

Florence Hill

Northern Vertex

Skyline

AR23-682R

487,927.2

1,492,516.0

1,968.4

340

7.0

-66.7

2024

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-683R

487,978.7

1,492,568.4

1,976.7

330

8.1

-65.2

2024

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-684R

487,928.3

1,492,606.8

1,975.9

400

10.0

-60.0

2024

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-685R

488,004.4

1,492,696.2

1,982.1

350

11.8

-62.0

2024

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-686R

488,073.2

1,492,705.9

1,996.4

250

1.7

-43.9

2024

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-687R

488,032.4

1,492,569.3

1,991.8

250

3.7

-45.3

2024

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-688R

488,053.0

1,492,891.2

2,005.4

230

8.1

-45.9

2024

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-689R

488,040.9

1,492,788.8

1,993.4

300

12.4

-49.9

2024

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-690R

488,117.2

1,492,795.3

2,005.5

240

11.9

-44.6

2024

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-691R

488,162.8

1,492,890.6

2,028.7

350

7.3

-43.1

2024

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-692R

487,777.6

1,492,914.1

2,022.1

200

7.8

-50.8

2024

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-693R

487,935.2

1,492,844.6

2,003.3

250

11.2

-60.8

2024

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-694R

487,911.5

1,492,815.1

1,996.8

320

11.8

-46.2

2024

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-695R

487,586.6

1,492,997.2

2,031.8

400

9.7

-44.0

2024

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-696R

487,595.5

1,492,798.3

2,004.9

600

5.9

-43.4

2024

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-697R

487,776.5

1,492,908.7

2,021.1

350

223.5

-88.4

2024

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-698R

487,961.2

1,492,694.3

1,985.0

300

17.7

-65.6

2024

RC

Reynolds Pit

Northern Vertex

Skyline

AR23-699R

489,188.7

1,492,121.1

2,019.4

280

155.4

-81.8

2024

RC

West Extension

Northern Vertex

Skyline

AR23-700R

489,655.5

1,492,250.3

2,021.0

280

191.1

-80.2

2024

RC

West Extension

Northern Vertex

Skyline



Mako Mining Corp.

10.3.1 Reynolds Pit

The results of the RC drilling in Reynolds pit area include a total of 54 mineralized intercepts that have a drilled length greater than 60 ft with a minimum grade of 0.005 oz/t Au. The best intersection was drilled in hole AR22-647R, which cut 330 ft grading 0.0116 oz/t Au and 0.0501 oz/t Ag from 10 ft to 340 ft downhole. Table 10.3 summarizes the significant assay intercepts for the Reynolds pit area.

Table 10.3
Summary of Significant Intercepts Reynolds Pit Area

DH-ID

From (ft)

To (ft)

Length (ft)

Au (oz/t)

Ag (oz/t)

Target

AR22-647R

10

340

330

0.0116

0.0501

Reynolds Pit

AR22-648R

90

260

170

0.0092

0.0386

Reynolds Pit

AR22-648R

305

445

140

0.0187

0.0614

Reynolds Pit

AR22-649R

220

375

155

0.0094

0.0547

Reynolds Pit

AR22-649R

420

485

65

0.0080

0.0325

Reynolds Pit

AR22-650R

215

285

70

0.0078

0.0244

Reynolds Pit

AR22-650R

305

410

105

0.0085

0.0304

Reynolds Pit

AR22-650R

435

510

75

0.0107

0.0572

Reynolds Pit

AR22-651R

0

180

180

0.0098

0.0608

Reynolds Pit

AR22-652R

55

150

95

0.0085

0.0560

Reynolds Pit

AR22-652R

295

445

150

0.0087

0.0301

Reynolds Pit

AR22-653R

140

335

195

0.0120

0.0514

Reynolds Pit

AR22-653R

360

515

155

0.0067

0.0313

Reynolds Pit

AR22-654R

165

445

280

0.0156

0.0601

Reynolds Pit

AR22-655R

0

80

80

0.0077

0.0290

Reynolds Pit

AR22-655R

345

420

75

0.0123

0.0272

Reynolds Pit

AR22-655R

530

600

70

0.0073

0.0385

Reynolds Pit

AR22-656R

360

470

110

0.0155

0.0878

Reynolds Pit

AR22-656R

495

585

90

0.0136

0.1324

Reynolds Pit

AR22-656R

610

700

90

0.0067

0.0307

Reynolds Pit

AR23-657R

50

405

355

0.0098

0.0472

Reynolds Pit

AR23-658R

65

340

275

0.0102

0.0437

Reynolds Pit

AR23-659R

145

215

70

0.0074

0.0219

Reynolds Pit

AR23-660R

20

200

180

0.0100

0.0342

Reynolds Pit

AR23-661R

15

185

170

0.0093

0.0473

Reynolds Pit

AR23-662R

70

900

830

0.0151

0.0738

Reynolds Pit

AR23-663R

100

250

150

0.0102

0.0469

Reynolds Pit

AR23-663R

415

645

230

0.0092

0.0587

Reynolds Pit

AR23-663R

700

845

145

0.0069

0.0184

Reynolds Pit

AR23-667R

310

400

90

0.0084

0.1411

Reynolds Pit

AR23-668R

270

345

75

0.0148

0.1332

Reynolds Pit

AR23-673R

60

500

440

0.0122

0.1065

Reynolds Pit

AR23-674R

165

400

235

0.0162

0.1141

Reynolds Pit

AR23-674R

430

500

70

0.0193

0.0892

Reynolds Pit

AR23-675R

265

500

235

0.0091

0.1036

Reynolds Pit

AR23-678R

155

400

245

0.0155

0.0666

Reynolds Pit



Mako Mining Corp.

DH-ID

From (ft)

To (ft)

Length (ft)

Au (oz/t)

Ag (oz/t)

Target

AR23-682R

110

340

230

0.0144

0.0562

Reynolds Pit

AR23-683R

55

330

275

0.0102

0.0630

Reynolds Pit

AR23-684R

105

340

235

0.0145

0.0567

Reynolds Pit

AR23-685R

30

230

200

0.0095

0.0514

Reynolds Pit

AR23-686R

40

250

210

0.0123

0.0422

Reynolds Pit

AR23-687R

60

250

190

0.0111

0.0566

Reynolds Pit

AR23-688R

0

230

230

0.0077

0.0484

Reynolds Pit

AR23-689R

50

120

70

0.0067

0.0296

Reynolds Pit

AR23-689R

140

300

160

0.0082

0.0563

Reynolds Pit

AR23-690R

0

240

240

0.0073

0.0340

Reynolds Pit

AR23-691R

80

195

115

0.0084

0.0472

Reynolds Pit

AR23-692R

0

200

200

0.0108

0.0490

Reynolds Pit

AR23-693R

40

165

125

0.0129

0.0413

Reynolds Pit

AR23-694R

55

265

210

0.0110

0.0478

Reynolds Pit

AR23-695R

35

355

320

0.0085

0.0511

Reynolds Pit

AR23-696R

160

460

300

0.0089

0.0467

Reynolds Pit

AR23-697R

60

350

290

0.0093

0.0538

Reynolds Pit

AR23-698R

65

235

170

0.0099

0.0545

Reynolds Pit

10.3.2 West Extension

The results of the RC drilling in the West Extension area include a total of 27 mineralized intercepts that have a drilled length greater than 60 ft with a minimum grade of 0.005 oz/t Au. The best intersection was drilled in hole AR22-621R, which cut 380 ft grading 0.0116 oz/t Au and 0.0279 oz/t Ag from 730 ft to 1,110 ft downhole. Table 10.4 presents a summary of the significant assay intercepts for the West Extension area.

Table 10.4
Summat of Significant Intercepts West Extension Area

DH-ID

From (ft)

To (ft)

Length (ft)

Au (oz/t)

Ag (oz/t)

Target

AR22-596R

50

350

300

0.0073

0.0216

West Extension

AR22-597R

125

230

105

0.0079

0.0435

West Extension

AR22-597R

625

695

70

0.0113

0.0183

West Extension

AR22-599R

40

110

70

0.0072

0.0417

West Extension

AR22-599R

200

295

95

0.0114

0.0771

West Extension

AR22-599R

420

510

90

0.0102

0.0833

West Extension

AR22-602R

420

560

140

0.0096

0.0188

West Extension

AR22-603R

395

530

135

0.0069

0.0331

West Extension

AR22-604R

350

415

65

0.0072

0.0221

West Extension

AR22-605R

5

285

280

0.0105

0.0380

West Extension

AR22-605R

320

440

120

0.0093

0.0210

West Extension

AR22-605R

465

530

65

0.0070

0.0287

West Extension

AR22-606R

0

230

230

0.0141

0.0344

West Extension

AR22-606R

305

370

65

0.0127

0.0278

West Extension

AR22-607R

25

275

250

0.0100

0.0306

West Extension

AR22-608R

0

310

310

0.0102

0.0276

West Extension



Mako Mining Corp.

DH-ID

From (ft)

To (ft)

Length (ft)

Au (oz/t)

Ag (oz/t)

Target

AR22-611R

370

470

100

0.0072

0.0484

West Extension

AR22-611R

565

640

75

0.0054

0.0227

West Extension

AR22-616R

205

290

85

0.0111

0.0410

West Extension

AR22-617R

180

340

160

0.0100

0.0883

West Extension

AR22-620R

0

125

125

0.0150

0.1321

West Extension

AR22-621R

45

140

95

0.0074

0.0316

West Extension

AR22-621R

730

1110

380

0.0116

0.0279

West Extension

AR22-643R

425

605

180

0.0111

0.0218

West Extension

AR23-699R

45

110

65

0.0152

0.0554

West Extension

AR23-699R

180

245

65

0.0119

0.0399

West Extension

AR23-700R

45

280

235

0.0078

0.0479

West Extension

10.3.3 West Pit

The results of the RC drilling in the West pit area include a total of 27 mineralized intercepts that have a drilled length greater than 60 ft with a minimum grade of 0.005 oz/t Au. The best intersection was drilled in hole AR22-622R, which cut 475 ft grading 0.0103 oz/t Au and 0.0421 oz/t Ag from 0 ft to 475 ft downhole. Table 10.5 summarizes the significant assay intercepts in the West pit area.

Table 10.5
Summary of Significant Assay Intercepts West Pit Area

DH-ID

From (ft)

To (ft)

Length (ft)

Au (oz/t)

Ag (oz/t)

Target

AR22-576R

175

270

95

0.0082

0.0282

West Pit

AR22-577R

0

65

65

0.0208

0.0346

West Pit

AR22-577R

95

160

65

0.0061

0.0285

West Pit

AR22-578R

5

70

65

0.0170

0.0545

West Pit

AR22-578R

280

355

75

0.0086

0.2267

West Pit

AR22-578R

410

540

130

0.0078

0.0956

West Pit

AR22-585R

105

350

245

0.0066

0.0072

West Pit

AR22-612R

0

295

295

0.0120

0.1513

West Pit

AR22-612R

440

620

180

0.0071

0.1074

West Pit

AR22-613R

0

210

210

0.0152

0.1520

West Pit

AR22-613R

325

405

80

0.0115

0.2689

West Pit

AR22-614R

0

150

150

0.0113

0.1548

West Pit

AR22-614R

225

295

70

0.0055

0.0321

West Pit

AR22-615R

0

105

105

0.0110

0.0685

West Pit

AR22-615R

160

280

120

0.0118

0.0430

West Pit

AR22-622R

0

475

475

0.0103

0.0421

West Pit

AR22-630R

50

410

360

0.0088

0.0511

West Pit

AR22-636R

0

70

70

0.0152

0.0706

West Pit

AR22-636R

100

185

85

0.0086

0.1067

West Pit

AR22-636R

250

325

75

0.0134

0.4875

West Pit

AR22-636R

355

460

105

0.0079

0.0917

West Pit

AR22-637R

0

70

70

0.0317

0.1725

West Pit

AR22-637R

90

355

265

0.0097

0.1368

West Pit

AR22-638R

75

280

205

0.0090

0.1559

West Pit



Mako Mining Corp.

DH-ID

From (ft)

To (ft)

Length (ft)

Au (oz/t)

Ag (oz/t)

Target

AR22-639R

0

320

320

0.0139

0.1246

West Pit

AR22-644R

275

385

110

0.0093

0.1965

West Pit

AR22-645R

245

355

110

0.0117

0.3353

West Pit

10.3.4 Centre Pit

The results of the RC drilling in the Centre pit area include a total of 17 mineralized intercepts that have a drilled length greater than 60 ft with a minimum grade of 0.005 oz/t Au. The best intersection was drilled in hole AR22-631R, which cut 95 ft grading 0.0376 oz/t Au and 0.695 oz/t Ag from 205 ft to 300 ft downhole. Table 10.6 summarizes the significant intercepts for the Centre Pit area.

Table 10.6
Summary of Significant Assay Intercepts Centre Pit

DH-ID

From (ft)

To (ft)

Length (ft)

Au (opt)

Ag (opt)

Target

AR22-626R

240

305

65

0.0315

0.6908

Centre Pit

AR22-627R

300

405

105

0.0149

0.2920

Centre Pit

AR22-628R

290

390

100

0.0066

0.0840

Centre Pit

AR22-628R

455

675

220

0.0145

0.2179

Centre Pit

AR22-629R

165

330

165

0.0067

0.1364

Centre Pit

AR22-629R

465

575

110

0.0106

0.0707

Centre Pit

AR22-629R

720

800

80

0.0059

0.0357

Centre Pit

AR22-631R

205

300

95

0.0376

0.6945

Centre Pit

AR22-632R

320

575

255

0.0134

0.2303

Centre Pit

AR22-633R

455

640

185

0.0109

0.1016

Centre Pit

AR22-633R

660

740

80

0.0075

0.1834

Centre Pit

AR22-633R

770

840

70

0.0124

0.1842

Centre Pit

AR22-635R

475

620

145

0.0159

0.0323

Centre Pit

AR22-635R

680

750

70

0.0151

0.0327

Centre Pit

AR22-640R

295

375

80

0.0258

0.1511

Centre Pit

AR22-641R

305

490

185

0.0138

0.1194

Centre Pit

AR23-664R

0

110

110

0.0130

0.1366

Centre Pit

For Table 10.3 to Table 10.6 the reader should note that; the true width of the economic mineralization for each intersection has not been determined, as the true width of the economic mineralization depends on the angle at which the drill hole intersects the mineralization, the current parameters used to determine the economic cut-off grade and the 3D model interpretation of the veins and mineralization. Therefore, the true width of the mineralization can change over time and the true width of the mineralization for each interval is linked to the current block model, the parameters used to determine the MRE and that the true width of the mineralized intervals do not necessarily represent the overall true width of the mineral deposit as a whole.

10.4 QP Comments

The Qualified Person for this section of the report believes that the drilling, sampling and assaying are satisfactory for this type of deposit and style of gold mineralization and that the sample handling and chain of custody, as documented, meet standard industry practice. Therefore, the QP for this section of the report believes that the drill hole data is sufficiently accurate to be considered reliable and is suitable for the use in the estimation of mineral resources and mineral reserves.


Mako Mining Corp.

As well, the Qualified Person for this section of the report believes that the exploration and drilling programs provide sufficient information for the estimation and classification of Mineral Resources.


Mako Mining Corp.

11.0 SAMPLE PREPARATION, ANALYSES AND SECURITY

11.1 General Information

There is no information on the sample preparation, analysis or security for the legacy drilling and sampling information prior to 2011.

Information on sample preparation and Quality Assurance/Quality Control (QA/QC) protocols is only available for drilling completed by Northern Vertex Mining Corporation and Golden Vertex Corporation. Detailed information on sampling methods and preparation for exploration drilling performed are summarized below based on seven Technical Reports carried out from 2011 to 2015, 2017, and 2021 listed in the References of this report.

11.2 Sample Collection and Security

11.2.1 2011 to 2013 Reverse Circulation Samples

For Phase 1 drilling, drill holes from AR-57R to AR-119R, the reverse circulation cuttings were sampled and analysed in 5 ft increments over the entire drill hole length, with sample weighting between 5 lbs and 10 lbs recovered in olefin bags. Samples were removed from the drill site each day and placed in secure storage. From there the samples were shipped via UPS to ALS Chemex of Reno, Nevada, USA.  Each shipment also included a coarse crushed blank and low to medium gold grade standard reference material (SRM).

For Phase 2 drilling, drill holes AR-120R to AR-138R, the sampling protocol was the same except that the samples were shipped for assay to the Inspectorate America Corporation laboratory in Sparks, Nevada.

For Phase 3 drilling the reverse circulation cuttings were sampled and analysed in 5 ft increments over the entire drill hole. Cuttings were collected via a rotating splitter mounted on the drill to give a sample ranging from 7 to 10 pounds that was collected in an olefin bag inside a bucket. The samples were labelled with the hole number and footage.  Samples to be assayed were removed from the drill site each day and placed in secure storage. From there they were shipped to the Inspectorate America Corporation laboratory in Sparks, Nevada for assay.  Before shipment, a coarse crushed blank, low and medium gold content standards were added to the sample batch for each hole.

11.2.2 2011 to 2013 Core samples

For Phase 1 drilling the HQ size core was drilled and collected in 10 ft lengths in core boxes, with intervals marked with wooden blocks every 2 to 3 ft. The core was logged on site by a MinQuest contract geologist who marked sample intervals not to exceed 5 feet. The logged and marked core was transported from the project site by the geologist to secure storage in Reno. Geotechnical logging was carried out by an engineer before the core was sampled. The core was sawn in half under the supervision of a project geologist, with one‐half of the split sawn in half again using a core saw. One‐quarter core was sampled on the intervals marked by the geologist, placed in olefin bags, labelled with hole number and footage, blanks and standards were added and sent to the ALS Chemex of Reno Nevada for preparation and analysis. The remaining three‐quarter core was kept in secure storage until used for metallurgical testing.


Mako Mining Corp.

For Phase 2 drilling the HQ size core was drilled and collected in 10 ft lengths in paper core boxes. Intervals were marked with wooden blocks every 2 to 3 feet. The core was logged on site by a MinQuest contract geologist who marked sample intervals not to exceed 5 ft. The logged and marked core was transported from the project site by the geologist to secure storage in Reno.  After detailed geotechnical logging by an engineer the core was sawn in half under the supervision of a project geologist. One half of the core was sampled on the intervals marked by the geologist, placed in olefin bags, labeled with a consecutive sample number, blanks and standards added and sent to the Inspectorate America Corporation laboratory in Sparks, Nevada for assay for preparation and analysis. The remaining one-half core is kept in secure storage until required for metallurgical testing.

In the Phase 2 and 3 programs the core was transported from the Moss Mine Project site by a Northern Vertex employee to a secure core logging and storage warehouse in Bullhead City, Arizona rented by Northern Vertex. The core was logged by a Northern Vertex geologist and sample intervals were marked not to exceed 5 ft. After detailed geotechnical logging, the core was sawn under the supervision of a project geologist. The core was split in half using a core saw. One half of the core was sampled on the intervals marked by the geologist, placed in olefin bags, labelled with a consecutive sample number, blanks and standards added and sent to the geochemical lab for preparation and analysis. The remaining one-half core is kept in secure storage until required for metallurgical testing. Core from the Phase 2 and 3 programs is stored in the Northern Vertex warehouse in Bullhead City, Arizona. Northern Vertex is in the process of recovering samples from the Phase 1 program stored by MinQuest in Reno, Nevada in order to store all samples at Northern Vertex's storage in Bullhead City.

11.2.3 2012 Percussion Samples

Percussion drilling was carried out by an Atlas Copco ECM 590 drill rig powered by a Cummins 220 horsepower (HP) Tier III diesel engine, with an on board, (250 cubic feet per minute (CFM)), 140 pounds per square inch (psi) compressor supplying flushing air. The on-board, hydraulically powered dust collector was mounted on the starboard side of the rig, with a 5 inch (12.7 cm) spiral suction hose connected to an adjustable sliding "boot" below the centralizer on the feed mast, through a drill mast mounted venturi. The boot could be lowered to form a seal around the drill collar. Coarse cuttings, accounting for about 80% of the total cuttings, were discharged from the forward venturi, and the remaining 20%, comprising the fine fraction, were discharged from the dust collector itself. Polythene sample bags (18 in x 24 in) were attached to both the forward venturi discharge and the dust collector discharge to ensure 100% sample collection. The hole diameter was 3 in. The initial drill rod (T-51 thread = 51 mm diameter) in the string was 14 ft long, allowing for 12 ft to be in the hole and 2 ft from the centralizer clamping device to the hole collar. Subsequent drill rods were 12 ft long. The sample interval was set at 6 ft, allowing a sample to be collected at the mid-point of the drill rod and when the next rod was added. At the end of each sample interval, the driller would cease penetration, continue to flush with air for 10 seconds with the dust collector on, then shut off the flushing air and the dust collector suction, thereby allowing both the dust collector and venturi to fully discharge. The quantity of drill cuttings in each sample was about 50 lbs (22.7 kg). The coarse and fine sample from each interval was combined and then split on-site using a Jones riffle splitter. The final two splits from each sample interval were kept, with one sent for assay and the second stored on site in the 65 ft level crosscut. A screened sample was saved in chip trays from each interval. Additional splits from about 5% of the sample intervals were also saved to provide duplicates for assay. Certified Standard Reference Materials (CSRM) and blanks were also inserted into the samples for QA/QC. The samples were boxed and sent by UPS courier to the Inspectorate laboratory in Sparks, Nevada for sample preparation and assay. The maximum depth of the holes was 96 feet (29 m), as holes deeper than 100 feet (30.4 m) are considered water wells in Arizona and require a well permit from the state. If a hole hit water, drilling was stopped as water causes cuttings to stick to the drill rods resulting in possible contamination between intervals. Six core holes were twinned with percussion holes to ensure that representative samples were being collected by the percussion drilling.


Mako Mining Corp.

11.2.4 2016 to 2017

The diamond core and reverse circulation drilling program (Phase 4) carried out between 2016 to 2017 was supervised by Consulting Geologist Mr. Robert Cuffney. The sampling and procedures followed those outlined above for the 2013 core and RC drilling program.

11.2.5 2019 to 2023

The diamond core and reverse circulation drilling carried out in 2019, (Phase 6), was also supervised by Consulting Geologist Mr. Robert Cuffney. The sampling and procedures followed those outlined above for the 2013 core and RC drilling program. The samples collected during this program were submitted to Skyline Assayers and Laboratories (Skyline) of Tucson, Arizona.  The QAQC program consisted of the insertion of Certified Reference Material (CRM), a blank and a field duplicate for every 30 samples submitted for assay.

The diamond core and RC drilling carried out from 2020 to 2023 was carried out by Mr. Chris White, Senior Geologist at Moss Mine.

RC samples were collected at five-foot intervals by the drilling crew using a wet rotary splitter. Field notes were recorded for each sampling, including what was sampled and how the sample was taken. The samples were collected in bags, with a sample tag assigned to the bag. The samples were delivered to a secure on-site location prior to being picked up by a Skyline representative.

Core from the drill rig is pulled from the core barrel by the drill crew and broken into lengths that fit into the core boxes. The depth of the core is labeled by the drillers when it is placed in the core box. The core is logged and cut by the geologists in the core shed. Half-core is sampled on five to 10-foot intervals, with the half-core placed in bags with a sample tag. The samples are delivered to a secure on-site location prior to being picked up by a Skyline representative.

11.3 Sample Preparation and Analysis

11.3.1 2011 to 2013 Samples

The Phase 1 drilling samples were sent to the ALS Chemex laboratory in Reno, which is now part of ALS Global. This laboratory is ISO 9001:2008 and ISO 10725 certified. The laboratory is independent of Northern Vertex. The core samples were prepared by crushing in a jaw crusher, riffle splitting, and pulverizing. All samples were analysed for gold and silver. Gold was analysed by fire assay on a 30 g sample and atomic adsorption spectrophotometry (AAS) finish (method AA23). Samples over the maximum detection limit of 10 g/t Au were rerun by fire assay on a 30g sample with gravimetric finish (method Au‐GRA21). Silver was analysed by multi‐acid digestion (hydrofluoric acid, nitric acid and perchloric acid, with a hydrochloric acid leach) and AAS finish (method AA61). Samples over the maximum detection limit of 100 g/t Ag were rerun by the same method with a higher limit of detection for ore grade samples (method Ag‐AA62). The core samples were also analysed for 33 additional elements (Ag, Al, As, Ba, Be, Bi, Ca, Cd, Co, Cr, Cu, Fe, Ga, K, La, Mg, Mn, Mo, Na, Ni, P, Pb, S, Sb, Sc, Sr, Th, Ti, Tl, U, V, W and Zn) by four acid "near‐total" digestion and inductively coupled plasma atomic emission spectrometer (ICP‐AES) finish (method ME‐ICP61).


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The Phase 2 and Phase 3 drilling samples were sent to the Inspectorate America Corporation laboratory in Sparks, Nevada. This is a Bureau Veritas Group Company and is ISO 9001:2008 certified. The laboratory is independent of Northern Vertex.

The reverse circulation cuttings, percussion samples and core samples were prepared by drying for up to 24 hours, crushing in a jaw crusher to >70% passing minus 10 mesh, riffle splitting of about 250 g, and pulverizing the split to >85% passing minus 200 mesh (method SP-RX-2K). The samples were analysed for gold by fire assay on a 1 assay ton (30 g) sample and atomic adsorption spectrophotometry (AAS) finish, with a detection range of 0.005 to 10.0 ppm (method Au-1AT-AA). Samples above the upper limit of detection were re-assayed by fire assay on a 1 assay ton sample with gravimetric finish, with a detection range of 1 to 1,000 ppm (method Au-1AT-GV).

For reverse circulation samples, silver was analysed as part of a multielement 30 element package (Ag, Al*, As, Ba*, Bi, Ca*, Cd, Co, Cr*, Cu, Fe, K*, La*, Mg*, Mn, Mo, Na*, Ni, P*, Pb, S, Sb, Sc*, Sr*, Ti*, Tl, V, W*, Zn and Zr*) by 4-acid "near-total" digestion and inductively coupled plasma atomic emission spectrometer (ICP-AES) finish (method 30-4A-TR). For the elements marked with an asterisk (*) Inspectorate advise that results are semi-quantitative due to being only partially leached in aqua regia or lost to volatility in 4-acid digestion. For core samples, silver was analysed by aqua regia digestion and AAS finish, with a detection range of 0.1 to 200 ppm (method Ag-AR-TR).

11.3.2 2016 to 2017 Samples

Samples of core or RC cuttings were shipped to Inspectorate Laboratories in Sparks, Nevada, where they were dried, crushed, and pulverized to 85% passing 200-mesh sieve.  The pulps were assayed for gold using a 30-gram aliquot by fire assay ("FA"), with an atomic absorption ("AA") finish.  For those assays above a threshold of 0.292 oz/ton (10 g/t) for gold were rerun using a gravimetric finish.  The pulps were also analysed for 35 elements, including silver, with at 0.25-gram split using a four-acid digestion ICP-ES analysis. The Inspectorate Laboratory is independent of the company and meets the requirements of International ISO 9001:2008 standards.

11.3.3 2019 to 2023 Samples

All assays completed from 2019 and later were performed by Skyline in Tucson, Arizona. Rock samples are dried, crushed and pulverized to 95% passing through a 150-mesh sieve. The pulps are assayed for gold using a 30-gram aliquot by fire assay ("FA") with an atomic absorption ("AA") finish. Assays above certain threshold limits for both gold and silver (5 g/t for gold and 100 g/t for silver, 0.146 oz/ton gold and 2.92 oz/ton silver) are rerun using a gravimetric procedure.

Rejects and pulps are stored at GVC's warehouse in Bullhead City, Arizona, for future reference.


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11.4 Quality Assurance / Quality Control Results

The quality assurance and quality control (QA/QC) protocols include the insertion of certified reference material (CRM), blanks and duplicates in the assays sample stream along with replicate analyses. The QA/QC results was monitored by the Project Geologist using a spreadsheet in which a written QA/QC log was maintained to indicate problems, actions taken, and resolutions.  CRM were monitored by type and by laboratory certificate.  If an assay returned for a CRM was outside three standard deviations of the expected value, then the CRM and at least one sample either side were re-assayed. Blanks were monitored in a spreadsheet, and intervals were re-assayed if there was an anomalous assay result.  Table 11.1 below presents the results for CRM and blanks assay results by drilling phase and year.

The CRM results have been reviewed and assessed using a process performance chart that displays the expected value of the CRM and upper and lower limits shown as a whisker plot.  The average grade of the CRM and upper and lower control limits are also displayed on the graph.  If assay results are beyond the upper or lower control limit, then the results are considered a failure. Table 11.1 shows the number of failures and the percentage of failures, if any. 

11.4.1 QA/QC Results 2011

There are three CRM materials that were used to assess the accuracy and precision of the assays for the 2011 drilling program. There is good agreement between the CRM expected value and assay results for these three CRMs. The blank results also indicate that there is good agreement between the expected value and assay results. The results of these QA/QC assays demonstrate that the assays by ALS Chemex are sufficiently accurate to be reliable.

11.4.2 QA/QC Results 2012

There are three CRM materials that were used to assess the accuracy and precision of the assays for the 2012 drilling program. There is good agreement between the CRM expected value and assay results for these three CRMs. The blank (CDN-BL-9) results also indicate that there is good agreement between the expected value and assay results. The results of these QA/QC assays demonstrate that the assays by Inspectorate are sufficiently accurate to be reliable.

11.4.3 QA/QC Results 2013

There are seven CRM materials that were used to assess the accuracy and precision of the assays for the 2013 drilling program. There is good agreement between the CRM expected value and assay results for these seven CRMs. The blank (CDN-BL-10) results also indicate that there is good agreement between the expected value and assay results. The results of these QA/QC assays demonstrate that the assays by Inspectorate are sufficiently accurate to be reliable.


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Table 11.1 
Summary of CRM and Blank QA/QC Results

Year Assay Lab Method Metal CRM Source CRM Expected Value Au (g/t) 95% Confidence Limits
2 Standard Deviations
No of Assays Avg. Assay Au (g/t) Accuracy (%) No. of Failures % of Failures
2011 ALS Chemex FA/AA Au (g/t) CDN GS-P7B 0.710 0.070 29 0.705 -0.70% 1 3.4%
2011 ALS Chemex FA/AA Au (g/t) CDN GS-1G 1.140 0.090 52 1.165 2.19% 1 1.9%
2011 ALS Chemex FA/AA Au (g/t) CDN GS-2G 2.260 0.190 51 2.383 5.43% 1 2.0%
2011 ALS Chemex FA/AA Au (g/t) MinQuest Blank 0.005 0.002 85 0.004   1 1.2%
2012 Inspectorate FA/AA Au (g/t) CDN GS-2J 2.360 0.200 28 2.441 3.41% 0 0.0%
2012 Inspectorate FA/AA Au (g/t) CDN GS-7E 0.766 0.086 36 0.779 1.63% 2 5.6%
2012 Inspectorate FA/AA Au (g/t) CDN ME-15 1.386 0.102 35 1.327 -4.26% 3 8.6%
2012 Inspectorate FA/AA Au (g/t) CDN BL-9 0.005 0.002 30 0.004   2 6.7%
2013 Inspectorate FA/AA Au (g/t) CDN GS-1K 0.867 0.098 31 0.812 -6.37% 0 0.0%
2013 Inspectorate FA/AA Au (g/t) CDN GS-1L 1.160 0.100 48 1.151 -0.75% 1 2.1%
2013 Inspectorate FA/AA Au (g/t) CDN GS-1P5E 1.520 0.110 32 1.499 -1.39% 0 0.0%
2013 Inspectorate FA/AA Au (g/t) CDN GS-2J 2.360 0.200 11 2.287 -3.09% 0 0.0%
2013 Inspectorate FA/AA Au (g/t) CDN GS-2M 2.210 0.244 41 2.292 3.73% 0 0.0%
2013 Inspectorate FA/AA Au (g/t) CDN GS-5H 3.880 0.280 30 3.774 -2.73% 1 3.3%
2013 Inspectorate FA/AA Au (g/t) CDN GS-9A 9.310 0.690 28 9.202 -1.17% 2 7.1%
2013 Inspectorate FA/AA Au (g/t) CDN GS-P7H 0.799 0.050 54 0.799 -0.06% 2 3.7%
2013 Inspectorate FA/AA Au (g/t) CDN BL-10 0.005 0.002 129 0.003   2 1.6%
2020 Skyline FA/AA Au (g/t) CDN GS-3U 3.290 0.260 37 3.349 1.81% 0 0.0%
2020 Skyline FA/AA Au (g/t) CDN GS-6C 5.950 0.480 49 6.137 3.14% 4 8.2%
2020 Skyline FA/AA Au (g/t) CDN GS-9C 8.970 0.360 36 8.807 -1.82% 0 0.0%
2020 Skyline FA/AA Au (g/t) CDN GS-P4H 0.400 0.040 374 0.434 8.50% 4 1.1%
2020 Skyline FA/AA Au (g/t) CDN GS-P4J 0.479 0.049 111 0.491 2.40% 3 2.7%
2020 Skyline FA/AA Au (g/t) CDN GS-P5E 0.655 0.062 58 0.658 0.50% 2 3.4%
2020 Skyline FA/AA Au (g/t) MEG Au.12.23 0.298 0.010 79 0.282 -5.30% 4 5.1%
2020 Skyline FA/AA Au (g/t) CDN BL-10 0.005 0.002 318 0.003   1 0.3%
2021 Skyline FA/AA Au (g/t) CDN GS-3U 3.290 0.260 106 3.320 0.92% 0 0.0%
2021 Skyline FA/AA Au (g/t) CDN GS-P4J 0.479 0.049 226 0.529 10.44% 3 1.3%
2021 Skyline FA/AA Au (g/t) CDN GS-P6C 0.767 0.078 51 0.834 8.79% 5 9.8%
2021 Skyline FA/AA Au (g/t) CDN GS-P6D 0.769 0.047 139 0.843 9.57% 0 0.0%
2021 Skyline FA/AA Au (g/t) CDN BL-10 0.005 0.002 306 0.004   1 0.3%
2022 Skyline FA/AA Au (g/t) CDN CGS-26 1.640 0.110 57 1.663 1.40% 0 0.0%
2022 Skyline FA/AA Au (g/t) CDN CM-15 1.253 0.118 13 1.348 7.56% 0 0.0%
2022 Skyline FA/AA Au (g/t) CDN CM-19 2.110 0.220 44 2.192 3.91% 0 0.0%
2022 Skyline FA/AA Au (g/t) CDN CM-22 0.718 0.072 66 0.736 2.48% 0 0.0%
2022 Skyline FA/AA Au (g/t) CDN CM-42 0.576 0.050 12 0.599 3.96% 0 0.0%
2022 Skyline FA/AA Au (g/t) CDN GS-3U 3.290 0.260 36 3.379 2.71% 0 0.0%
2022 Skyline FA/AA Au (g/t) CDN GS-P4J 0.479 0.049 78 0.517 7.91% 0 0.0%
2022 Skyline FA/AA Au (g/t) CDN GS-P6D 0.769 0.093 14 0.852 10.74% 0 0.0%


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11.4.4 QA/QC Results 2020

There are seven CRM materials that were used to assess the accuracy and precision of the assays for the 2020 drilling program. There is good agreement between the CRM expected value and assay results for these seven CRMs. The blank (CDN-BL-10) results also indicated that there is good agreement between the expected value and assay results. The results of these QA/QC assays demonstrate that the assays by Skyline are sufficiently accurate to be reliable.

11.4.5 QA/QC Results 2021

There are four CRM materials that were used to assess the accuracy and precision of the assays for the 2021 drilling program. There is good agreement between the CRM expected value and assay results for these four CRMs. The blank (CDN-BL-10) results also indicate that there is good agreement between the expected value and assay results. The results of these QA/QC assays demonstrate that the assays by Skyline are sufficiently accurate to be reliable.

11.4.6 QA/QC Results 2022

There are eight CRM materials that were used to assess the accuracy and precision of the assays for the 2022 drilling program. There is good agreement between the CRM expected value and assay results for these eight CRMs. The results of these QA/QC assays demonstrate that the assays by Skyline are sufficiently accurate to be reliable.

11.4.7 QA/QC Results 2023

The QA/QC assessment was carried out using two sets of duplicate samples.  The laboratory check samples are duplicate assays on pulp samples. Figure 11.1 displays a duplicate pass/fail chart at two scales. The means of the assay results are similar between the first and second assay results. There are 8 duplicate failures, which represents only 3.2% of the data. This error rate is considered acceptable.

The preparation duplicate samples are duplicate assays on sample reject material. Figure 11.2 displays a duplicate pass/fail chart at two scales. The means of the two assays are similar, and the error rate is also low at 2.9%.

From these results the assays produced by Skyline Assay laboratories are sufficiently accurate to be considered reliable.


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Figure 11.1
Duplicate Laboratory Assay Checks of Duplicate Gold Assays

Figure 11.2
Duplicate Preparation Assay Checks of Duplicate Gold Assays


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11.5 Qualified Person's Comments

The Qualified Person for this section of the report believes that the preparation and analysis of the samples are satisfactory for this type of deposit and style of gold mineralization and that the sample handling and chain of custody, as documented, meet standard industry practice.

The Qualified Person for this section of the Technical Report has reviewed the QA/QC program and deems it to be in accordance with standard industry practice and CIM's "Exploration Best Practice Guidelines". Both Northern Vertex and Golden Vertex personnel and their consultants have taken reasonable measures to ensure the sample analysis completed is sufficiently accurate and precise such that the assays can be considered as reliable and suitable for use in the estimation of mineral resources.

As well, the Qualified Person for this section of the report believes that the exploration and drilling programs provide sufficient information for the estimation and classification of Mineral Resources.


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12.0 DATA VERIFICATION

12.1 Drill Hole Database

The drill hole database for the Mineral Resource Estimate is based on the database initially developed by Northern Vertex Mining Corp who compiled the legacy collar and assay data provided by Patriot Gold Corp., which includes scanned copies of all legacy data sources, into the Moss Mine Master Database. Northern Vertex and later Golden Vertex Corp. managed the database and added additional data as it was collected between 2011 to the present. In addition, the drill hole data files compiled for the IMC 2021 mineral resource estimate, which was provided as a series of Excel spreadsheets, were also used to help verify the Moss Mine Database. Several comparisons were carried out using the two different sources of information and a final database was constructed in Micromine. This information was then exported as series of Excel files consisting of collars, surveys, assays and geology that were used to build a MineSight datafile for data analysis and mineral resource estimation.

There are a total of 1,625 drill holes totalling 499,821.5 ft. The database contains different drill hole types, including AT (air track), CH (channel samples), DDH (core), LH (long-hole), PERC (percussion), RC (reverse circulation), TR (trench samples). The data has been collected from 1920 to 2024, and several different assay laboratories have been used to assay the sample data. The data from 1920 to 1998 does not have a defined assay laboratory and will be referred to as legacy data and is coded as the Moss DH Master Database (MDB).

The principal commercial laboratories, which are independent of the issuer, are ALS Chemex (CHEM), Inspectorate (INSP), and Skyline (SKYL). Samples collected after 2004 have been assayed by these three laboratories and have suitable QA/QC programs. Figure 12.1 shows a breakdown of the assay results by laboratory. Skyline contributes 68% of the assays in the database, while Inspectorate and ALS Chemex contribute 10% and 11% respectively. That is a total of 89% of the assays in the database were carried out by these three independent assay laboratories. 

Figure 12.1
Breakdown of the Moss Mine Assays by Laboratory


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There is a total of 1,165 RC, DDH, and PERC drill holes inside the area that define the block model, totalling 465,056.9 ft. The majority of the drill holes in the database are RC holes totalling 372,250 ft in 688 drill holes, followed by PERC holes totalling 29,153 ft in 343 holes, and lastly there are DDH holes totalling 63,654 ft in 134 drill holes. RC drilling represents 79% of the drill hole data in the database, followed by 15% of the drilling by DDH and only 5% of the drilling by PERC. That represents 99% of the database is made of these three drilling methods. Figure 12.2 shows a breakdown of the assay results by drill hole type.

Figure 12.2
Breakdown of the Moss Mine Assays by Drill hole Type

While the drill hole data obtained from IMC for their 2021 Mineral Resource Estimate was previously verified by checking the data entry against selected original laboratory certificates, evaluated the precision by an analysis of duplicate sample assays, evaluated cross contamination by analysis of blank sample assays, evaluated the accuracy of the assays by review of the standard reference material inserted into the sample stream, and evaluated the different sample types, drilling methods, and time periods using a nearest neighbour analysis. The IMC QP found that the drill hole database was sufficiently accurate and precise for use in the estimation of Mineral Resources and Mineral Reserves.

Since the 2021 Mineral Resource Estimate by IMC, there have been an additional 130 drill holes totalling 95,348 ft added to the database. As there are many new drill holes in the database along with the different time periods, drilling methods and assay laboratories, it was felt that additional analysis was required to verify the drill hole database. This was carried out using a series of statistical and graphical summaries to confirm the reliability of the different sample types, using a nearest neighbour approach. As well, there are a series of twin drill holes that will be examined. A spot check of the assay results in the database versus the original signed assay certificates from the independent assay laboratories was also carried out.

In addition to the verification listed above, the drill hole collar elevations were checked against the digital original topography surface file, the down-hole surveys were examined for sudden large deviations that might represent errors in either data entry or data measurement. Any anomalous results were investigated to determine if any results are material to the reliability of the drill hole database.


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12.2 Review of Drill Hole Collar Elevations

The drill hole collars were compared against the pre-mining surface topography file provided by GVC, "MossMineGO.00t_Surf.msr". Drill hole types of DDH, RC and PERC, as well as only holes drilled prior to mining on the property were considered in this comparison. There is a total of 425 drill holes considered that show an average deviation between the elevation entered in the drill hole database against the pre-mining surface elevation of an average of 3.5 ft. This difference is considered acceptable for this comparison. It is the opinion of the Qualified Person for this section of the report, that the drill hole collar elevations are sufficiently accurate to be considered reliable.

12.3 Review of the Down-Hole Survey Data

The down-hole surveys were examined for sudden changes in azimuth or dip that could represent an error in the survey. There is a total of 8,948 down-hole survey measurements for the 1,625 drill holes. The results of the survey deviation analysis indicated that only 83 measurements exceed the limits, which represents less than one percent of all the surveys. These possible survey issues were examined, and these surveys were found to be acceptable. It is the opinion of the QP for this section of the report, that the down-hole surveys are sufficiently accurate to be considered reliable.

12.4 Validation of Assays

Assay certificate validation of the Skyline Assayers and Laboratories (Skyline) work on the 2021 - 2023 drill hole samples taken after the 2021 Technical Report was undertaken by Qualified Person Gary Wong, P.Eng.  The methodology, results and an opinion of the validation is provided below.

Assays from 2021 onwards were provided to Gary Wong, P.Eng., directly by Skyline.  The files were provided in comma separated value (csv), Microsoft Excel (xls and xlsx) and Portable Document Format (PDF). The Excel files (xls or xlsc depending on what format was available) were used to create a new database by Doug Roquet of Spatial Engineering, who is independent of Golden Vertex.  The results are:

The 15 unmatched assays are assumed to be from samples which are not drill core. With this database, a comparison query was created against the merged database used in the estimation (the original DataShed database). A total of 261 samples in the new database did not match the DataShed sample assays. They come from 14 different drill holes. After visual inspection, it was determined that 2 of the holes are from outside of the study area. Removing the samples from these holes leaves 259 samples which have different assays than the DataShed assays.

Table 12.1 shows the distribution of the samples the new database that did not match the DataShed sample assays, by drill hole:


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Table 12.1
Distribution of the Samples in the New Database that did not Match the DataShed Sample Assays by Drill Hole

Hole ID

In model area

Values different

AR21-532R_EEXT

y

98

AR22-579R

y

1

AR22-580R

y

2

AR22-567R

n

1

AR22-655R

y

68

AR23-691R

y

40

AR23-692R

y

40

AR23-695R

y

1

AR20-286R

y

3

AR21-548R

y

3

AR20-259R

n

1

AR21-554R

y

1

AR21-555R

y

1

AR22-613R

y

1

In hole AR21-532R_EEXT, it was discovered that there are 2 sets of assay certificates, one reported in November 2021 and another in December 2021. There is no documentation of why there are 2 sets and what criteria was used to merge the assays. For all the other holes in the study area, there is no evidence of a second set of assays, so the source of the changes is unknown.

For the remaining holes, in the estimated block model, only holes AR22-655R, AR23-692R, AR23-695R, AR21-554R, AR21-555R and AR22-613R are situated where there is significant mineralization.  The others were outside of the mineralized zones.  Out of these 6 holes, holes AR22-655R and AR23-692R account for 108 of the samples.

Based on the fact that these problem assays account for 0.4% of the total number of new assays, it is concluded that without better evidence to effect changes in the database, the differences are immaterial for the purpose of this study.

12.5 RC Hole Assay Statistical Analysis

There were three methods to assess the reliability of the RC drill holes, statistical analysis of the down-hole trends for contamination (cyclicity and decay analysis), closest pairs analysis between the RC drill hole gold assays and DDH drill hold gold assays, and a review of the twin holes.

The down-hole trend analysis searches for examples where high-grade intercepts may be smeared down hole.  This assessment considers looking at sample intervals that show higher grade intercepts at different sample positions in the hole (cyclicity analysis) and searching for high-grade intervals that are smeared down-hole by using the accumulated relative difference (decay analysis).  The results of these statistical checks indicates that there is no significant down-hole smearing of the gold grade assays.


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The closest sample analysis was carried out using all pairs of assays between the RC and DDH that are 10 ft apart. The paired data is then analysed using statistical and graphical summaries. Figure 12.3 shows side-by-side boxplots and summary statistics on the upper left of the figure. The average grades of the RC and DDH gold assays are similar, 0.028 opt Au versus 0.027 opt Au, respectively. The scatterplots at both the arithmetic and logarithmic scale show low correlation, with a rank correlation of 0.336. However, the quantile-quantile plots show that the RC and DDH assays have a similar distribution as the points plot along the 1:1 line (in solid black).

Figure 12.3
Comparison of Closest Pairs between RC and DDH Assays up to 10 Feet Apart

The twin drill hole gold assays were plotted on a down-hole trace and a cumulative grade thickness trace for RC hole (AR-113R) and DDH hole (WW-06). The result of this analysis demonstrates that the RC and DDH holes show sufficiently similar behaviour for the gold assays. Figure 12.4 shows the drill hole trace of RC hole AR-113R and DDH hole WW-06. The average gold grade for the drill holes is shown at the top of drill hole profile plot on the left. The graph on the right shows the cumulative grade thickness (opt * ft) for each of the drill holes. This plot shows that there is similar metal down the hole.

The QP for this section of the report believes that from the results of these statistical and graphical summaries, it appears that the RC and DDH data are sufficiently similar that they can be pooled together and are sufficiently reliable that they can be used for Mineral Resource Estimation.


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Figure 12.4
Comparison of Twin Holes - AR-113R (RC) versus WW-06 (DDH)

12.6 Percussion Hole Assy Statistical Analysis

There are three methods to assess the reliability of the PERC drill holes, statistical analysis of the down-hole trends for contamination (cyclicity and decay analysis), closest pairs analysis between the RC drill hole gold assays and DDH drill hold gold assays, and a review of the twin holes.

The down-hole trend analysis searches for examples where high-grade intercepts may be smeared down hole. This assessment considers looking at sample intervals that show higher grade intercepts at different sample positions in the hole (cyclicity analysis) and searching for high-grade intervals that are smeared down-hole by using the accumulated relative difference (decay analysis). The results of these statistical checks indicates that there is no significant down-hole smearing of the gold grade assays.

The closest sample analysis was carried out using all pairs of assays between the RC and DDH that are 10 ft apart. The paired data is then analysed using statistical and graphical summaries. Figure 12.5 shows side-by-side boxplots and summary statistics on the upper left of the figure. The average grades of the PERC and DDH gold assays are similar, 0.013 opt Au versus 0.013 opt Au, respectively. The scatterplots at both the arithmetic and logarithmic scale show low correlation, with a rank correlation of 0.623. However, the quantile-quantile plots show that the RC and DDH assays have a similar distribution as the points plot along the 1:1 line (in solid black). 


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Figure 12.5
Comparison of Closest Pairs between PERC and DDH Assays up to 10 Feet Apart

The twin drill hole gold assays were plotted on a down-hole trace and a cumulative grade thickness trace for DDH hole (AR-164C) and PERC hole (3_00B). The result of this analysis demonstrates that the PERC and DDH holes show sufficiently similar behaviour for the gold assays. Figure 12.6 shows the drill hole trace of DDH hole AR-164C and PREC hole 3_00B. The average gold grade for the drill holes is shown at the top of drill hole profile plot on the left. The graph on the right shows the cumulative grade thickness (opt * ft) for each of the drill holes.  This plot shows that there is similar metal down the hole.

Figure 12.6
Comparison of Twin Holes - AR-163C (DDH) versus 3_00B (PERC)


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The QP for this section of the report believes that from the results of these statistical and graphical summaries, it appears that the PERC and DDH data are sufficiently similar that they can be pooled together and are sufficiently reliable that they can be used for Mineral Resource Estimation.

12.7 Comparison of Assays by Laboratory

The closest sample analysis was carried out using all pairs of assays between the four different assay sources, the Moss Mine Master Database (MDB), ALS Chemex (Chemex), Inspectorate (Inspectorate) and Skyline (Skyline) that are 10 ft apart. The paired data is then analysed using statistical and graphical summaries.

Figure 12.7 shows a comparison of the MDB assays versus the Inspectorate assays as a scatterplot using a log-log scale with the summary statistics on the lefthand side of the figure and as a quantile-quantile plot, with the 1:1 line shown as a solid black line, in the righthand side of the figure. The mean grades are somewhat different, but there is a good rank correlation between the assay pairs at 0.705. The QQ plot shows that the points are situated close to the 1:1 line, meaning the gold assays have a similar distribution.

Figure 12.7
Comparison of Assay Pairs 10 Feet Apart for MDB versus Inspectorate

Figure 12.8 shows a comparison of the Chemex assays versus the Inspectorate assays as a scatterplot using a log-log scale with the summary statistics on the lefthand side of the figure and as a quantile-quantile plot, with the 1:1 line shown as a solid black line, in the righthand side of the figure. The mean grades are similar and there is a good rank correlation between the assay pairs at 0.556. The QQ plot shows that the points are situated close to the 1:1 line, meaning the gold assays have a similar distribution.


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Figure 12.8
Comparison of Assay Pairs 10 Feet Apart for Chemex versus Inspectorate

Figure 12.9 shows a comparison of the Chemex assays versus the Skyline assays as a scatterplot using a log-log scale with the summary statistics on the lefthand side of the figure and as a quantile-quantile plot, with the 1:1 line shown as a solid black line, in the righthand side of the figure.  The mean grades are similar and there is a good rank correlation between the assay pairs at 0.624.  The QQ plot shows that the points are situated close to the 1:1 line, meaning the gold assays have a similar distribution.

Figure 12.9
Comparison of Assay Pairs 10 Feet Apart for Chemex versus Skyline


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The QP for this section of the report is of the opinion, that based on these statistical and graphical summaries, that the assays from the various independent laboratories are sufficiently similar that they can be pooled together for use in the estimation of mineral resources.

12.8 Independent Verification Samples

During the site visit to the Moss Mine Project, independent verification samples were collected by Mr. Gary Wong, P.Eng., who meets the definition of a QP as defined by NI 43-101.  Mr. Wong collected 26 pulp samples, from drilling carried out in 2021 and 2022 by Golden Vertex and that were assayed by Skyline Laboratories of Tucson, Arizona, USA (Figure 12.10). These data verification samples help to establish the integrity and accuracy of the data that will be used for the estimation of mineral resources.

The 26 pulp samples were submitted to Skyline Laboratories and were assayed using the FA-03 methodology, that uses a fire assay with a gravimetric finish and a range of 0.03 to 1,000 g/t. The independent sample assay results were paired with the information for the same samples in the Moss Mine drill hole database and statistical and graphical summaries were used to assess the results.

Figure 12.10
Photograph of Sample Pulps Submitted for Assay to Skyline Laboratories

There are a total of 26 re-assay results, 8 of which are above the acceptance criteria. That is there are 8 failures and represents a failure rate of 30%, which is outside the acceptable range for duplicate samples (Figure 12.11). While the linear correlation looks strong, this is due to the high-grade sample pair, which have similar assay grades. The results of this analysis indicate that there is a high degree of variability in the gold content of the samples. Therefore, with a limited number of assay results (26) there are likely not enough assays to produce meaningful results using this statistical approach. With only 26 assays we should look to see if the global means of the two sample assay data sets are similar. This can be done using a two-sample t-test.


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The two-sample t-test considers the original assays as one set of samples and the re-assays as another set of samples from the same statistical population. The t-test checks to see whether the difference between the two means is significant or not. The t-test calculation is given as follows were, m represents the average, and s represents the standard deviation, and n the number of samples.

The t-statistics is 0.42, which is well inside the -2 to +2 acceptance criteria, meaning that there is no significant difference between the average grades of the two assay data sets.

While there is significant variability between the original and re-assay results, there does not appear to be a significant difference between the means of the two assay data sets. Therefore, the QP for this section of the report believes that the re-assays appear to be sufficiently similar to the to the original assays and support the reliability of the assay results in the drill hole database.

Figure 12.11
Pass/Fail Graph for Duplicate Sample Assays

C. Keech, CGK Consulting Services, 2025.

12.9 Qualified Person Site Inspection

Qualified Person Gary Wong, P.Eng., visited the site between July 14 to July 16. Mr. Wong is the principal consulting geologist for PDM Technical Services Ltd. He is independent of Mako. During this visit, the open pit areas, the leach pad, the mine office, the core logging facilities, and the core and sample storage areas were toured. A number of holes representative of the different zones were also visited, as well as core photographs of other zones which were not readily accessible. Finally, the three-dimensional models of the mineralized zones were reviewed with the Mako staff.


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12.10 Qualified Person Opinion

The Qualified Persons for this section of the report are of the opinion that based on the site visit, the results of the independent verification samples and the various studies using statistical and graphical summaries that the database has been developed in accordance with industry standards and practices, and that the data is sufficiently accurate to be considered reliable and suitable for use for mineral resource estimation.  The Qualified Persons are also of the opinion that the database is representative and adequate to support the estimation of mineral resources for the Moss Mine Project.


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13.0 MINERAL PROCESSING AND METALLURGICAL TESTING

13.1 Introduction

The metallurgical testwork and operating results for the Moss Mine Project have been reviewed by Richard Gowans P.Eng., a Principal Metallurgist with Micon International and a Qualified Person.

The process used at the Moss Mine comprises crushing to 90% passing 6.3 mm (¼ inch) and conventional valley fill heap leaching. Gold and silver are extracted from pregnant solution using a Merrill Crowe plant (zinc cementation) and the precipitate from this process is dried, mixed with fluxes and fed to a furnace to produce gold-silver doré bars, the final product of the metallurgical processing facility. The design capacity of the process plant is 5,500 short tons per day. 

13.2 Metallurgical Testwork

Metallurgical testing completed prior to this reporting period is documented in earlier NI 43-101 technical reports, including "NI 43-101 Technical Report Preliminary Economic Analysis Phase III, Mine Life Extension, Mohave County, Arizona" dated November 22, 2017, and "Technical Report on the Mineral Resource, Mineral Reserve, and Mine Plan for the Moss Mine" dated October 8, 2021.

Metallurgical testwork forms the basis for evaluating heap leach performance, defining recovery expectations, and identifying potential processing risks. At the Moss Mine, Golden Vertex Corp. (GVC) has implemented an ongoing metallurgical program consisting primarily of bottle roll and column leach tests conducted on representative crushed ore samples. These tests are designed to replicate operating conditions at the mine and provide data for recovery forecasting, reagent consumption, and leach kinetics.

Mine Technical Services Ltd. (MTS) independently reviewed column leach and bottle roll test data generated between July, 2020 and May, 2023, along with the associated standard operating procedures used by the Moss Mine team. MTS prepared a memorandum presenting the results of their metallurgical accounting review for the period from January 1, 2023, to December 31, 2023, and their findings have been incorporated into this section.

13.2.1 Historical Testwork

Column leach testing reported in the "Technical Report on the Mineral Resource, Mineral Reserve, and Mine Plan for the Moss Mine" dated October 8, 2021, was conducted on monthly composite samples collected from the crushing plant and considered representative of material placed on the heap leach pads. Gold recoveries ranged from approximately 72% to 94%, with an average of about 80%, while silver recoveries ranged from approximately 21% to 60%, averaging about 43%. Recoveries were calculated using back-calculated head grades and reflect laboratory-scale performance.

The report further recommended applying typical scale-up discount factors of approximately 3% to 5% to account for operational inefficiencies in full-scale heap leach operations, resulting in estimated gold recoveries of approximately 75% to 77% and silver recoveries of approximately 40% to 43%. Although silver recoveries may increase with extended leach cycles, the additional solution volumes required to achieve materially higher recoveries may not be economically justified.


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The October 8, 2021 NI 43-101 Technical Report recommended that ongoing metallurgical testing be conducted to confirm recoveries for future production material and to further evaluate mineralogy, size-by-size recovery, deleterious elements, crush size, and the relationship between grade and recovery. This work was advised to support reliable recovery projections as mining progresses to lower-grade material and to ensure that metallurgical performance assumptions remain valid over the life of mine.

13.2.2 2023 Testwork

The metallurgical testwork results discussed below are based on the Mine Technical Services Ltd. (MTS) memorandum dated January 31, 2024, entitled "Moss Mine 2023 Year-End Metallurgical Accounting Review."

Column leach and bottle roll testing programs provide the primary basis for evaluating heap leach metallurgical performance and identifying recovery constraints at the Moss Mine. GVC conducts bottle roll tests on a weekly basis and column leach tests on a monthly basis using representative crushed ore samples, approximately P90 of 6.5 mm (1/4-inch), collected from the crushing circuit. MTS reviewed column leach test results generated between July, 2020 and May, 2023, along with associated standard operating procedures (SOPs), to assess the reliability of metallurgical performance projections and their applicability to commercial heap leach operations.

Monthly composite column samples were prepared using as-received crush sizes and were leached under cyanide concentrations and irrigation rates consistent with operating conditions. Although the nominal leach cycle specified in the Standard Operating Procedure (SOP) was 150 days, test durations may may been extended based on leach kinetics; however, most columns were terminated prior to complete leaching. As a result, ultimate recoveries achieved under extended leach conditions may have exceeded those reported from laboratory testing. Gold recoveries from monthly column tests conducted during 2020-2021, as reported in the MTS memorandum, ranged from approximately 54.6% to 88.2%. Table 13.1 summarizes selected column leach testwork results for gold recovery available as of January, 2024.

The table indicates an average gold recovery of 73.6% after around 107 days of leaching, with recovery values ranging between approximately 66% and 80%.

Gold leach kinetics observed during column testing were characteristic of ores containing both fully liberated gold and partially encapsulated gold. A substantial proportion of gold was leached early in the cycle, followed by a prolonged period of slower recovery controlled by diffusion processes. This behaviour indicates that finer crushing and longer leach cycles are probably beneficial to maximizing gold recovery, which was consistent with performance observed on the commercial heap leach pad. Six-month averages of gold recovery for composite samples have remained relatively stable since October 2020, ranging between approximately 70% and 74.7%, and are consistent with historical test results and commercial operating performance.

Silver recoveries have exhibited substantially greater variability than gold, ranging from approximately 12% to 60% in column tests, with an average of approximately 27.5% since October, 2020. Table 13.2 summarizes the selected column leach testwork results for silver recovery available as of January, 2024.


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Table 13.1
Moss Monthly Column Test Gold Data 2022 and 2023

Composite Sample Head Au Solution/
Ore Ratio
Days under
Leach
Recovery
Au, %
g/t opt
June, 2022 (Col 56) 0.48 0.0141 9.68 124 69.67
July, 2022 (Col 57) 0.57 0.0165 7.13 124 66.44
August - September 2022 (Col 60) 0.57 0.0167 8.64 125 69.31
August - September 2022 (Col 61)  0.54 0.0158 3.76 126 69.98
September - October 2022 (Col 62)  0.40 0.0116 7.40 118 70.24
November, 2022 (Col 63) 0.46 0.0133 8.57 114 77.41
December, 2022 (Col 64) 0.53 0.0156 5.75 114 77.51
January, 2023 (Col 65) 0.47 0.0136 5.21 107 70.78
February, 2023 (Col 66) 0.49 0.0142 8.16 164 80.03
March, 2023 (Col 67) 0.26 0.0075 5.94 128 76.59
April, 2023 (Col 68) 0.40 0.0117 6.77 128 76.73
May, 2023 (Col 69) 0.53 0.0154 6.91 110 77.50
June, 2023 (Col 70) 0.40 0.0116 12.12 127 76.87
Period Average 73.77

Table 13.2
Moss Monthly Column Test Silver Data 2022 and 2023

Composite Sample Head Ag Solution/
Ore Ratio
Days under
Leach
Recovery
Ag, %
g/t opt
June, 2022 (Col 56) 12.58 0.367 9.68 124 16.18
July, 2022 (Col 57) 13.57 0.396 7.13 124 16.67
August - September 2022 (Col 60) 8.48 0.247 8.64 125 29.25
August - September 2022 (Col 61)  7.23 0.211 3.76 126 32.97
September - October 2022 (Col 62)  7.45 0.217 7.40 118 26.73
November, 2022 (Col 63) 10.66 0.311 8.57 114 48.12
December, 2022 (Col 64) 6.85 0.200 5.75 114 25.56
January, 2023 (Col 65) 8.22 0.240 5.21 107 24.12
February, 2023 (Col 66) 10.87 0.317 8.16 164 18.89
March, 2023 (Col 67) 7.96 0.232 5.94 128 18.37
April, 2023 (Col 68) 17.92 0.523 6.77 128 12.38
May, 2023 (Col 69) 24.32 0.709 12.12 108 33.55
June, 2023 (Col 70) 7.76 0.226 12.12 127 32.72
Period Average 25.23

The causes of this variability have not been conclusively identified, introducing uncertainty into silver recovery forecasting and reconciliation. In contrast to gold, silver exhibits minimal early-stage leaching and is characterized by a prolonged slow leach phase, with recoveries continuing to increase at the time many column tests were terminated. This behaviour suggests that silver extraction is significantly more time- and solution-intensive than gold extraction and that practical operating constraints may limit achievable recoveries.

Despite this variability, silver recoveries from column testing summarized in Table 13.2 are generally consistent with recoveries observed in commercial heap leach operations.


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13.2.3 2025 Testwork

No off-site metallurgical test programs were conducted by GVC in 2025. All metallurgical work during 2025 was performed on site and consisted of monthly crushed-ore column leach tests, initiated in October 2025 and continuing through the date of this report.

Recent metallurgical testing has primarily focused on assessing the metallurgical response of monthly composites taken from the crushing plant through column leach tests. The test work has been performed by site personnel and the associated assaying has been performed at the on-site assay facility.

To date, no deleterious elements have been observed in the ore processed at the Moss Mine, and their impact on metallurgical recovery has not been identified.

13.3 Production Reconciliation

This section presents a production reconciliation for the Moss Mine based on operational data provided by the GVC. The analysis primarily relies on information compiled in the Excel file "ProductionV10 (Protected) 02022026", which includes daily reports, ore placement records, and metal production data from the Merrill-Crowe plant. The variables used in this assessment, including placed gold and silver ounces and plant-recovered metal for both metals, have been reviewed for completeness and consistency and are considered robust for the purpose of evaluating metallurgical performance. The primary objective of this section is to compare observed recovery factors for gold and silver at the operating mine. Recovery factors are derived by comparing the amount of gold and silver placed on the leach pads with the metal produced by the Merrill-Crowe plant, as recorded in the daily reports. The consistency of reporting, cross-checks with monthly production summaries, and the volume of historical operational data support the reliability of the inputs used in this reconciliation.

13.3.1 Operational Gold Recovery Performance

Figure 13.1 shows the Moss Mine performance based on gold placed on the leach pads versus gold recovered at the Merrill-Crowe plant over the period from 2018 to the end of Q2 2024.

The data series demonstrate good correlation, and the trend line has a coefficient of approximately 0.75, suggesting an operational recovery factor of around 75%.

Another factor to consider is the recoverable gold inventory, which is relatively stable and estimated to be below 16,000 ounces; this estimate is based on the provided operational data and the findings reported by MTS in their memorandum dated January 31, 2024, entitled "Moss Mine 2023 Year-End Metallurgical Accounting Review." Accounting for this inventory could increase the estimated ultimate metallurgical recovery by approximately 1 to 2 percentage points.


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Figure 13.1
Cumulative Operational Performance Data for Gold

13.3.2 Operational Silver Recovery Performance

Figure 13.2 shows the Moss Mine performance based on silver ounces placed on the leach pads versus silver ounces recovered at the Merrill-Crowe plant over the period from 2018 to the end of October 2024.

The data series demonstrate a reasonable correlation, and the trend line has a coefficient of approximately 0.40, suggesting an operational recovery factor of around 40%.

Another factor to consider is the recoverable silver inventory, which is relatively stable and estimated to be below 230,000 ounces; this estimate is based on the provided operational data and the findings reported by MTS in their memorandum dated January 31, 2024, entitled "Moss Mine 2023 Year-End Metallurgical Accounting Review." Accounting for this inventory could increase the estimated ultimate metallurgical recovery by approximately 1 percentage point.


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Figure 13.2
Cumulative Operational Performance Data for Silver

13.4 Conclusions and Recommendations

Overall, the column leach test results demonstrate consistent gold recoveries and stable leach kinetics that are representative of commercial heap leach performance at the Moss Mine. The Moss Mine has been in operation since 2018 and has generated a substantial body of operating data, supplemented by ongoing column leach and bottle roll testwork, which together provide a strong empirical basis for projecting metallurgical recoveries. While silver recoveries remain more variable and generally lower, the results support the metallurgical recovery assumptions used in production forecasting.

Based on the testwork described above and the received operational data, the Qualified Person (QP) recommends using the following gold recoveries for this Technical Report.

Table 13.3
Recommended Metals Recoveries

Process Criterion

Gold

Silver

Process Recovery, %

75

40



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It should be noted that future metallurgical recoveries may differ if the characteristics of the run-of-mine ore, including grade, mineralogy, or the presence of deleterious elements, vary from the material represented in the current operational dataset. Ongoing assessment of the relationship between ore characteristics and metal recovery will help ensure that recovery assumptions remain valid under changing ore characteristics. Continued monitoring and periodic metallurgical testing are recommended to confirm recovery performance, refine scale-up factors, and improve confidence in long-term gold and silver recovery projections.

It is recommended that further testing be undertaken at a metallurgical laboratory and that the test program include the following:


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14.0 MINERAL RESOURCE ESTIMATES

14.1 Introduction

The mineral resource estimate was carried out by Chris Keech, P.Geo., Principal Geologist of CGK Consulting Services Inc (CGK) using MineSight® version 15.4 software for the development of the block model gold and silver block grade estimates and Geostokos Toolkit® for variography analysis of the composited gold and silver grades. Mr. Keech is a Qualified Person and is independent of Mako as defined by NI 43-101.

The mineral resources estimate for the Moss Mine Project has been carried out in accordance with the CIM's "Estimation of Mineral Resources and Mineral Reserves Best Practice Guidelines" (November 2019). The mineral resources have been generated from drill hole data the interpretation of a geological model that identifies the spatial distribution of the gold and silver grades. The interpolation parameters have been defined based on the drill hole data and the geological interpretation and geostatistical analysis of that data.

The mineral resources have been classified by proximity to data locations and the quality of the data and have been reported in accordance with CIM's "Standards on Mineral Resources and Reserves" (May 2014) as required by NI 43-101.

14.2 Drill Hole Database

The drill hole data inside the block model area consists of 1,169 drill holes totalling 452,086 ft of drilling with 87,471 sample intervals. RC drilling has contributed more than 55% of the drill holes and more than 81% of the sample intervals to the drill hole database inside the block model limits. Next are the core drill holes, which have contributed 11% of the holes and 12% of the sample intervals. The remaining 33% of the drill holes are short rotary holes which account for 6% of the sample intervals. Table 14.1 summarizes the drilling by year and drilling type.

Table 14.1 
Summary of Drill Hole Database inside Block Model Limits

  Air Track Holes
(AT)
Percussion Holes
(PERC)
Reverse
Circulation
Holes (RC)
Core Holes
(DDH)
Total
Year No. of
Holes
No. of
Assays
No. of
Holes
No. of
Assays
No. of
Holes
No. of
Assays
No. of
Holes
No. of
Assays
No. of
Holes
No. of
Assays
1982 54 867     3 234     57 1,101
1990         21 1,385     21 1,385
1991         28 2,351     28 2,351
1992         3 500     3 500
1993         17 540     17 540
1996         30 1,644 6 349 36 1,993
2004         35 1,509     35 1,509


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  Air Track Holes
(AT)
Percussion Holes
(PERC)
Reverse
Circulation
Holes (RC)
Core Holes
(DDH)
Total
Year No. of
Holes
No. of
Assays
No. of
Holes
No. of
Assays
No. of
Holes
No. of
Assays
No. of
Holes
No. of
Assays
No. of
Holes
No. of
Assays
2005         7 452     7 452
2007             6 329 6 329
2009             6 217 6 217
2011         72 5,642 10 517 82 6,159
2012     333 4,670     38 2,461 371 7,131
2013             35 2,409 35 2,409
2017             3 146 3 146
2019         29 2,808     29 2,808
2020         130 13,411 6 880 136 14,291
2021         149 23,283 23 2,934 172 26,217
2022         81 13,826     81 13,826
2023         25 2,806     25 2,806
2024         19 1,301     19 1,301
Total: 54 867 333 4,670 649 71,692 133 10,242 1,169 87,471

14.3 Geological Model

The Geological Block Model was constructed based on four wireframe solids that represent the Stockwork mineralization, the Moss Vein, the Ruth Vein and a higher-grade Reynolds Stockwork mineralization. This interpretation was developed by Mr. Gary Wong, P.Eng of PDM Technical Services Ltd. on Northwest facing cross-section. In addition to these wireframe solids, two surfaces were also considered, one representing the Canyon fault and the other representing the geological contact between the Intrusive rocks in the east with the Volcanic rocks in the west.

This geological interpretation was used to code the block model and develop 10 geological domains. Figure 14.1 displays a plan view of the geological model with the 10 geological domains. Figure 14.2 displays a northwest facing vertical cross-section at 6,000 ft northwest (NW). The dip of the Moss and Ruth Veins, along with the dip of the Stockwork can be seen.

The Stockwork mineralization has been divided into three domains, East Stockwork Intrusive, West Stockwork Intrusive and Volcanic Stockwork Intrusive. Inside the East Stockwork, lies the Ruth and Moss Veins. The Moss Vein dips steeply to the south, while the Ruth Vein dips moderately to the north.  Both veins are enveloped by the Stockwork style mineralization.

The drill hole assays were coded using the block model to assign the geological codes that were used to carry out the Exploratory Data Analysis and Variography.


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Figure 14.1
Plan View of the Geological Domains 

C. Keech, CGK Consulting Services, 2025.

Figure 14.2
Sectional View at 6,000 ft Northwest of the Geological Domains

C. Keech, CGK Consulting Services, 2025.


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14.4 Exploratory Data Analysis

Statistical and graphical summaries of the gold and silver grades were produced to understand the distribution of the grades in the deposit. The statistical and graphical summaries include histograms, log-probability plots, side-by-side boxplots, scatterplots, decile analysis plots and contact plots. The assays were separated by mineralised zone to examine the distribution of the gold and silver assay grades. The results of this analysis were used to develop the estimation parameters.

14.4.1 Assays

The assay sample lengths vary from 0.01 ft to 12 ft, with the most common length being 5 ft in length (87% of the data). There are shorter sample intervals that have some high-grade intercepts, which indicates that some samples were taken under geological control, not just at regular 5 ft. Therefore, the outlier assessment and grade capping will be carried out on the composited or regularized data.

There are some sample intervals that have not been assayed, that is they have been given a missing data code of -1.0. These intervals are thought to be low-grade and assaying this material was not required. The approach to infilling these missing sample intervals was to take the average of the assays above and below the sample interval with the missing assay. This adjustment affected 125 sample intervals for gold. There were an additional 845 sample intervals for gold that were assigned a grade of zero, to ensure that when composites are made, there is no smearing of the assays into the un-assayed material. There are still 434 intervals that are missing gold grades and 2,274 intervals that are missing silver grades. Table 14.2 shows a breakdown of the treatment of the sample intervals that are missing assays. 

There are minor changes to average grades of the gold and silver assays with the treatment of the missing or un-assayed sample intervals. Tables 14.3 and 14.4 present the summary statistics before and after the treatment of the missing sample intervals.

Table 14.2
Treatment of Missing Sample Intervals

Database Flag Au Intervals Ag Intervals Description
-1 86,067 84,179 No changes
0 434 2,274 Remains as original value (missing)
1 125 147 Infilled with neighbours
2 845 871 Assigned a zero grade
Total 87,471 87,471  


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Table 14.3
Summary Statistics for Original and In-filled Sample Intervals for Gold

  AU (OPT) AU1 (OPT) Differences
Domain No of
Data
Average CV No of
Data
Average CV No of
Data
% Diff
Avg
% Diff
CV
1_Volc 5,814 0.0014 4.6878 5,849 0.0014 4.7202 35 0.0% 0.7%
2_E_Intr 5,722 0.0008 6.7860 5,982 0.0007 7.1661 260 -12.5% 5.6%
3_W_Intr 1,421 0.0007 2.1376 1,423 0.0006 2.1403 2 -14.3% 0.1%
4_E_Stkwrk 36,896 0.0047 3.2237 37,433 0.0044 3.3059 537 -6.4% 2.5%
5_W_Strkwrk 15,710 0.0068 1.7266 15,809 0.0067 1.7366 99 -1.5% 0.6%
6_Ruthvn 521 0.0281 3.6612 522 0.0262 3.7959 1 -6.8% 3.7%
7_Mossvn_E 4,805 0.0310 1.6461 4,821 0.0296 1.6959 16 -4.5% 3.0%
8_Mossvn_W 87 0.0055 0.8478 87 0.0055 0.8478 0 0.0% 0.0%
9_Volc_Stkwrk 12,465 0.0057 1.5761 12,483 0.0057 1.5764 18 0.0% 0.0%
10_Reyn_Stkwrk 2,691 0.0098 0.9659 2,693 0.0098 0.9672 2 0.0% 0.1%

Table 14.4
Summary Statistics for Original and In-filled Sample Intervals for Silver

  AG (OPT) AG1 (OPT) Differences
Domain No of
Data
Average CV No of
Data
Average CV No of
Data
% Diff
Avg
% Diff
CV
1_Volc 5,552 0.0180 4.0500 5,587 0.0180 4.0790 35 0.0% 0.7%
2_E_Intr 5,722 0.0220 3.4700 5,982 0.0200 3.6720 260 -9.1% 5.8%
3_W_Intr 1,421 0.0120 2.1530 1,423 0.0120 2.1550 2 0.0% 0.1%
4_E_Stkwrk 36,710 0.0650 6.8350 37,299 0.0620 6.9720 589 -4.6% 2.0%
5_W_Strkwrk 15,087 0.0730 2.0620 15,177 0.0730 2.0670 90 0.0% 0.2%
6_Ruthvn 521 0.2670 3.7910 522 0.2500 3.9300 1 -6.4% 3.7%
7_Mossvn_E 4,670 0.3790 1.7220 4,691 0.3620 1.7720 21 -4.5% 2.9%
8_Mossvn_W 87 0.0270 1.3530 87 0.0270 1.3530 0 0.0% 0.0%
9_Volc_Stkwrk 12,001 0.0490 2.2230 12,019 0.0490 2.2230 18 0.0% 0.0%
10_Reyn_Stkwrk 2,444 0.0580 1.6930 2,446 0.0580 1.6950 2 0.0% 0.1%

14.4.2 Composites

Analysis of the samples lengths shows that 87% of the assays inside the block model area are 5 ft in length.  Compositing the drill hole assay intervals provide a common sample support for the estimation algorithm. The selected bench height for the block model is 20 ft and often a half bench height (10 ft) is a good choice for a composite length, as there is some variance reduction, but not too much, and there is a reduction in the number of data to be used by the estimation algorithm. Therefore, a 10 ft composite length was chosen for the estimation of gold and silver grades. The compositing started at the collar of the hole and proceeded at 10 ft regular intervals down the drill holes.


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Figure 14.3 displays a side-by-side box plot of the gold grades that have been composited to 10 ft lengths by geological domain.

Figure 14.4 displays a side-by-side box plot of the silver grades that have been composited to 10 ft lengths by geological domain.

Figure 14.3
Ten Foot Composite Summary Statistics for Gold Grade by Domain

Figure 14.4
Ten Foot Composite Summary Statistics for Silver Grade by Domain


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14.4.3 Grade Capping

The assessment of outlier values, that might require adjustment, or capping was carried out using statistical and graphical summaries, including log-probability plots, and decile analysis. A series of possible capping thresholds were considered using the following criteria:

For decile analysis, after I.S. Parish, 1997, recommends the following criteria to establish a capping threshold.

The above criteria were considered, and a capping threshold was selected based on the assessment of both the summary statistics, log-probability plots and decile analysis.

Figure 14.5 displays a log-probability plot for the gold 10 ft composites in Domain 7 - Moss Vein. This graph shows three grade distributions in the 10ft gold composites. Two of these distributions are highlighted with a red line showing the trend of the gold grade distributions. The highest-grade distribution is highlighted with a green ellipse indicating the outlier grades.

Figure 14.6 displays a decile analysis plot for the 10ft composite gold grades for Domain 7 - Moss Vein.  The upper decile contains more that 40% of the metal and grade capping is warranted. The capping threshold based on the decile analysis would be 0.193 oz/ton.

Comparing this capping threshold to the distribution shown in Figure 14.5, it was decided to select a capping threshold of 0.30 oz/ton Au was chosen for the Domain 7 - Moss Vein gold grades.


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Figure 14.5
Log-Probability Plot of Gold Grade 10 Foot Composites for Domain 7 - Moss Vein

Figure 14.6
Decile Analysis of Gold Grade 10 Foot Composites for Domain 7 - Moss Vein


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This assessment process was employed for all the Domains for both Gold and Silver 10 ft composite grades. Table 14.5 presents the capping thresholds for gold and Table 14.6 presents the capping thresholds for silver.

Table 14.5
Summary Statistics and Capping Grades for Gold (oz/ton) by Domain

Domain

No. of
Data

Avg
Grade

CV

Cap
Grade

No.
Capped

Cap Avg
Grade

Cap CV

Avg
Ratio

CV Ratio

1_Volc

2,963

0.0015

3.5185

0.0500

4.0

0.0014

2.3515

0.9333

0.66832

2_E_Intr

3,210

0.0008

5.1267

0.0300

6.0

0.0007

3.0016

0.8750

0.58548

3_W_Intr

7,22

0.0007

1.5653

0.0090

4.0

0.0007

1.5410

1.0000

0.98448

4_E_Stkwrk

2,0338

0.0045

2.7869

0.2000

6.0

0.0045

2.4993

1.0000

0.89680

5_W_Strkwrk

8,041

0.0068

1.4269

0.1000

7.0

0.0068

1.3292

1.0000

0.93153

6_Ruthvn

305

0.0264

3.0591

0.2000

4.0

0.0216

1.6703

0.8182

0.54601

7_Mossvn_E

2,719

0.0297

1.4500

0.3000

5.0

0.0294

1.3558

0.9899

0.93503

8_Mossvn_W

59

0.0056

0.6984

0.0200

1.0

0.0056

0.6879

1.0000

0.98497

9_Volc_Stkwrk

5,972

0.0058

1.2604

0.1000

3.0

0.0058

1.2306

1.0000

0.97636

10_Reyn_Stkwrk

1,229

0.0099

0.7916

0.1000

0.0

0.0099

0.7916

1.0000

1.00000

Table 14.5 shows the uncapped average gold grade for Domain7 of 0.0297 oz/ton with a coefficient of variation (CV) of 1.45. A total of 5 composites were capped which results in a reduction of the average 0.0294 oz/ton, about 1% of metal and a reduction of the CV of approximately 7%.

Table 14.6 shows the uncapped average silver grade for Domain 7 of 1.5956 oz/ton with a coefficient of variation (CV) of 1.694. A total of 1 composite was capped which results in a reduction of the average 1.4317 oz/ton, about 11% of metal and a reduction of the CV of approximately 15%.

Table 14.6
Summary Statistics and Capping Grades for Silver (oz/ton) by Domain

Domain

No. of
Data

Avg
Grade

CV

Cap
Grade

No.
capped

Cap Avg
Grade

Cap CV

Avg
Ratio

CV Ratio

1_Volc

2,831

0.0178

3.5520

0.4000

4.0

0.0166

1.7026

0.9326

0.47934

2_E_Intr

3,210

0.0195

2.9239

0.3000

11.0

0.0179

1.5832

0.9179

0.54147

3_W_Intr

722

0.0120

1.8031

0.2000

2.0

0.0119

1.7547

0.9917

0.97316

4_E_Stkwrk

20,263

0.0623

5.7797

3.0000

3.0

0.0598

2.2320

0.9599

0.38618

5_W_Strkwrk

7,690

0.0733

1.7754

2.0000

3.0

0.0732

1.7544

0.9986

0.98817

6_Ruthvn

305

0.2499

3.1624

3.0000

1.0

0.2180

1.8331

0.8723

0.57965

7_Mossvn_E

2,648

1.5956

1.6941

6.0000

1.0

0.3586

1.4317

0.2247

0.84511

8_Mossvn_W

59

0.0270

1.1171

0.1500

1.0

0.0265

1.0468

0.9815

0.93707

9_Volc_Stkwrk

5,735

0.0486

1.8074

1.5000

3.0

0.0483

1.6999

0.9938

0.94052

10_Reyn_Stkwrk

1,103

0.0578

1.4047

0.8000

1.0

0.0570

1.1286

0.9862

0.80345



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14.4.4 Contact Analysis

Contact analysis plots are used to assess the behaviour of the gold and silver grades across the boundary of two different geological domains. For the Moss Mine, it is the boundaries between the mineralised domains, Stockwork, Ruth Vein, and Moss Vein, and the unmineralized domains of Volcanic and Intrusive that are important.  As well, the contact between the Stockwork and Ruth and Moss Veins are also important to understand.

Contact Plots by domain examine the boundary conditions where there could be sharing of composites across a geological contact (soft) or no sharing of composites across a geological contact (hard) for block model grade interpolation. Consideration is given to the behaviour of the grades close to the contact and to the average grade for each geological domain.

Figure 14.7 shows an example of a contact plot comparing the 10ft gold composites across domain 4, East Stockwork, and domain 7, Moss Vein. The average gold grade in domain 4 is 0.0046 oz/ton, while the average grade in domain 7 is 0.0294 oz/ton. This is a grade ratio of about 6 times.  The behaviour of the line graph near the contact shows a sudden increase in grade across the geological contact. From this graph and statistical summaries, it appears that there should not be any sharing of 10ft gold grade composites across this boundary for block model grade estimation. That is the contact should be a hard boundary.

Figure 14.7
Contact Plot between East Stockwork (4) and Moss Vein (7) for Gold Gra


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Table 14.7 presents a summary of the results of the contact plot analysis for the 10 ft composite gold grades. In general, the contacts are principally hard boundaries, that is no sharing of gold grades across the geological domain boundaries. While there are three contacts that could be considered soft, it was decided that there was no benefit in sharing the gold grades across these boundaries for block model gold and silver grade estimation.

Table 14.7
Summary of Boundary Conditions for Grade Estimation

Domain 1

Domain 2

Avg 1 Au
oz/ton

Avg 2 Au
oz/ton

Avg.
Ratio

Possible
Boundary

Final
Boundary

1_Volc

9_Volc_Stkwrk

0.0015

0.0058

3.87

Hard

Hard

9_Volc_Stkwrk

10_Reyn_Stkwrk

0.0058

0.0099

1.71

Hard

Hard

1_Volc

3_W_Intr

0.0015

0.0007

2.14

Hard

Hard

9_Volc_Stkwrk

5_W_Strkwrk

0.0058

0.0068

1.17

Soft

Hard

3_W_Intr

2_E_Intr

0.0060

0.0070

1.17

Soft

Hard

3_W_Intr

5_W_Strkwrk

0.0007

0.0068

9.71

Hard

Hard

5_W_Strkwrk

4_E_Stkwrk

0.0068

0.0046

1.48

Hard

Hard

5_W_Strkwrk

8_Mossvn_W

0.0068

0.0056

1.21

Soft

Hard

8_Mossvn_W

7_Mossvn_E

0.0053

0.0294

5.55

Hard

Hard

2_E_Intr

4_E_Stkwrk

0.0009

0.0046

5.11

Hard

Hard

4_E_Stkwrk

6_Ruthvn

0.0046

0.0265

5.76

Hard

Hard

4_E_Stkwrk

7_Mossvn_E

0.0046

0.0294

6.39

Hard

Hard

14.4.5 Density

A total of 506 specific gravity determinations were performed on drill core samples collected from material within the mineralized zones. These determinations were performed by ALS Chemex laboratory using unsealed immersion technique to measure the weight of each sample in air and in water (ALS Chemex standard OA-GRA08).

Previous work with the 506 SG determinations has shown that material within 40 ft of the surface has a lower dry bulk density of 2.51 g/cm and that material below 40 ft depth has a higher dry bulk density of 2.58 g/cm.

However, a tonnage factor of 12.35 cu-ft/short ton has been used by Moss Mine since the mine opened, and this factor has proven to be sufficiently accurate to be considered reliable in estimating the mined tonnage.  This is equivalent to a dry density of 2.59 g/cm.

Consequently, for this mineral resource estimate, the QP for this section of the report recommends continuing the use of 12.35 cu-ft/short ton as the tonnage factor for estimating all in-situ tonnage estimated in the block model.


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14.5 Spatial Analysis - Variography

The spatial data analysis was carried out using Geostokos Toolkit® software using traditional semi-variogams on the log of gold and the log of silver. Taking the logarithm of highly skewed gold and silver grades, produces more stable semi-variograms. The experimental semi-variograms were computed for the principal compass directions using an angular tolerance of -+/- 22.5 degrees, with a lag of 20 ft for 50 lags. Semi-variogram models were developed for each of the geological domain and the directions of continuity observed from the semi-variograms was used to establish the search strategy and kriging plan for the estimation of gold and silver block grade estimates in the block model.

Figure 14.8 displays an example of the experimental semi-variograms and fitted model for geological domain 4, East Intrusive Stockwork, for 10 ft composited gold grades. The semi-variogram maps are shown at the top and to the left of the fitted semi-variograms. From the semi-variogram maps the mineralization trends just north of west, with a moderate dip to the south. This directional anisotropy was fitted to the directional semi-variograms as shown in the lower-left part of Figure 14.8.

This methodology was employed for all domains and for both gold and silver using the 10 ft composites.

Figure 14.8
Semi-Variogram Maps, Dir. Semi-Variograms and Fitted Models for Au Domain 04

C. Keech, CGK Consulting Services, 2025.

14.5.1 Gold Grade Variography

Table 14.8 presents a summary of the semi-variogram models for gold developed for each of the 10 geological domains. These semi-variogram models for gold have been normalized to a sill of 1.0 for convenience. This normalization will not affect the shape of the semi-variogram models. Each experimental semi-variogram for gold has been fitted with a nugget effect and two spherical models. The ranges are given in feet, and the rotation convention is (ZXY, LRL) in degrees and follows the order Z, X, Y using the left, right, left rotation directions. Dips are negative downwards.


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Table 14.8
Semi-Variogram Models for Gold by Domain

AU - Normalized Co C1 C2 C a11 a12 a13 a21 a22 a23 rot1 rot2 rot3
1_Volc 0.2757 0.2667 0.4576 1.0000 60 60 60 400 400 100 100 0 -90
2_E_Intr 0.2860 0.2182 0.4958 1.0000 200 170 150 1500 1500 450 100 0 -80
3_W_Intr 0.2115 0.2571 0.5314 1.0000 22 22 22 500 500 250 100 0 -90
4_E_Stkwrk 0.1614 0.2957 0.5430 1.0000 87 87 87 1500 635 400 100 0 -60
5_W_Strkwrk 0.2134 0.3146 0.4720 1.0000 55 55 55 2000 690 400 100 0 -60
6_Ruthvn 0.2452 0.2542 0.5006 1.0000 300 85 300 1500 1500 685 280 0 -60
7_Mossvn_E 0.2809 0.5594 0.1596 1.0000 80 40 80 600 600 165 100 0 -60
8_Mossvn_W 0.1616 0.3393 0.4991 1.0000 52 26 52 230 230 115 100 0 -60
9_Volc_Stkwrk 0.2578 0.2146 0.5276 1.0000 66 66 66 900 900 325 100 0 -45
10_Reyn_Stkwrk 0.3374 0.2781 0.3845 1.0000 150 40 80 500 230 100 135 0 -45

Figure 14.9 shows the experimental semi-variograms with their fitted models for each of the 10 domains.

14.5.2 Silver Grade Variography

Table 14.9 presents a summary of the semi-variogram models for silver developed for each of the 10 geological domains. These semi-variogram models for silver have been normalized to a sill of 1.0 for convenience. This normalization will not affect the shape of the semi-variogram models. Each experimental semi-variogram for silver has been fitted with a nugget effect and two spherical models. The ranges are given in feet, and the rotation convention is (ZXY, LRL) in degrees and follows the order Z, X, Y using the left, right, left rotation directions. Dips are negative downwards.

Table 14.9
Semi-Variogram Models for Silver by Domain

AG1 Co C1 C2 C a11 a12 a13 a21 a22 a23 rot1 rot2 rot3
1_Volc 0.2132 0.5331 0.2537 1.0000 200 200 105 875 875 220 100 0 -90
2_E_Intr 0.2245 0.2296 0.5459 1.0000 100 100 20 600 600 150 100 0 -80
3_W_Intr 0.2842 0.1456 0.5702 1.0000 400 400 187 900 900 510 100 0 -90
4_E_Stkwrk 0.1419 0.3269 0.5312 1.0000 120 90 60 1100 515 275 100 0 -60
5_W_Strkwrk 0.1835 0.0581 0.7584 1.0000 70 70 70 1200 575 375 100 0 -60
6_Ruthvn 0.4895 0.1566 0.3540 1.0000 300 100 115 1500 750 400 280 0 -60
7_Mossvn_E 0.2750 0.4463 0.2787 1.0000 40 20 40 300 300 100 100 0 -60


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AG1 Co C1 C2 C a11 a12 a13 a21 a22 a23 rot1 rot2 rot3
8_Mossvn_W 0.2988 0.1960 0.5052 1.0000 98 45 98 475 475 250 100 0 -60
9_Volc_Stkwrk 0.2459 0.2541 0.5000 1.0000 150 95 150 1000 1000 450 100 0 -45
10_Reyn_Stkwrk 0.2608 0.3662 0.3730 1.0000 200 40 40 1500 800 250 135 0 -45

Figure 14.10 displays the experimental semi-variograms with their fitted models for each of the 10 domains.

Figure 14.9
9 Experimental Semi-Variogram and Fitted Model for Gold Grades

C. Keech, CGK Consulting Services, 2025.


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Figure 14.10
Experimental Semi-Variogram and Fitted Model for Silver Grades

C. Keech, CGK Consulting Services, 2025


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14.6 Block Model

A 3D block model was constructed using MineSight® 15.4 software with the dimensions shown in Table 14.10. The block size was chosen to reflect a potential selective mining unit (SMU) of 20 ft x 20 ft x 20 ft, given the anticipated open-pit mining scenario. The block model covers an area of approximately 10,000 ft by 4,000 ft in plan view, and approximately 2,200 ft vertically. The block model coordinates are in local coordinates, which are based on Arizona State Plane West Zone, 0203; UTM 12.

The estimation of gold and silver grades was carried out using ordinary kriging in MineSight® 15.4 software using a three-pass search strategy to use the most local 10ft composite data to a block location being estimated.

Table 14.10
Block Model Definition for Moss Mine Project

 

Minimum (ft)

Maximum (ft)

Unit Block Size (ft)

Number of Blocks

Easting

487,010.00

497,010.00

20 ft

500

Northing

1,490,010.00

1,493,930.00

20 ft

196

Elevation

500.00

2,720.00

20 ft

99

14.6.1 Gold Grade Estimation Parameters

The following is a summary of the parameters used to estimate the block gold grades by domain in the block model.

 Capped gold grade 10 ft composites were used for ordinary kriging into the blocks in the model for domains 1, 2, 3, 4, 5, 6, 7, 8, 9, 10.

 In addition to capping the 10 ft gold composite grades, an outlier restriction of 40 ft was used for domains 1, 2, 3, and 10; and an outlier restriction of 60 ft was used for domains 4, 5 and 9 (Stockwork). The grade thresholds for the outlier restriction were taken from the Decile Analysis results. No outlier restrictions were used for domains 6, 7 and 8 (Ruth and Moss Veins).

 Geological boundaries are based on the domain wireframes, and the domain codes were assigned to the block model and used to control the selection of the 10 ft composites and the blocks to be estimated. There was no sharing of composites across the domain boundaries.

 Spatial 3D mathematical models were fitted to the experimental semi-variograms for each of the domains and used for ordinary kriging of the blocks in the model.

 A three-pass search strategy was used with the ranges based on the drill hole spacing and semi-variogram models. The search ellipsoids were expanded to ensure a reasonable amount of the blocks in each domain were estimated.

 A minimum of four and maximum of 16 composites were required to make a block estimate, with a maximum of four from a single drill hole for pass 1.

 A minimum of eight and maximum of 16 composites were required to make a block estimate, with a maximum of four from a single drill hole for pass 2.


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 A minimum of 12 and maximum of 16 composites were required to make a block estimate, with a maximum of four from a single drill hole for pass 3.

Table 14.11
Kriging Plan for Gold Grades - Pass 3 Parameters

DOMAIN D01 D02 D03 D04 D05 D06 D07 D08 D09 D10
MIN CMP 12 12 12 12 12 12 12 12 12 12
MAX CMP 16 16 16 16 16 16 16 16 16 16
MAX PER HOLE 4 4 4 4 4 4 4 4 4 4
MAX PER OCT 4 4 4 4 4 4 4 4 4 4
SRCH - MAJOR 200 200 200 200 200 200 200 200 200 200
SRCH - MINOR 200 200 200 200 200 200 200 200 200 200
SRCH - VERTICAL 100 100 100 100 100 100 100 100 100 100
ROT1 - Z 100 100 100 100 100 280 100 100 100 135
ROT2 - X 0 0 0 0 0 0 0 0 0 0
ROT3 - Y -90 -80 -90 -60 -60 -60 -60 -60 -45 -45
OUTLIER CUTOFF 0.023 0.022 0.009 0.063 0.047 0.397 0.193 0.021 0.033 0.044
OUTLIER DISTANCE 40 40 40 60 60 1000 1000 1000 60 60
VARIOGRAM FILE 1-AU.PAR 2-AU.PAR 3-AU.PAR 4-AU.PAR 5-AU.PAR 6-AU.PAR 7-AU.PAR 8-AU.PAR 9-AU.PAR 10-AU.PAR
BLOCK DOMAIN 1 2 3 4 5 6 7 8 9 10
COMPOSITE DOMAIN 1 2 3 4 5 6 7 8 9 10

Note: The rotation convention is (ZXY, LRL) in degrees and follows the order Z, X, Y using the left, right, left rotation directions. Dips are negative downwards.

14.6.2 Silver Grade Estimation Parameters

The following is a summary of the parameters used to estimate the block silver grades by domain in the block model.

 Capped silver grade 10ft composites were used for ordinary kriging into the blocks in the model for domains 1, 2, 3, 4, 5, 6, 7, 8, 9, 10.

 In addition to capping the 10ft silver composite grades, an outlier restriction of 40ft was used for domains 1, 2, 3, and 10; and an outlier restriction of 60ft was used for domains 4, 5 and 9 (Stockwork).  The grade thresholds for the outlier restriction were taken from the Decile Analysis results.  No outlier restrictions were used for domains 6, 7 and 8 (Ruth and Moss Veins).

 Geological boundaries are based on the domain wireframes, and the domain codes were assigned to the block model and used to control the selection of the 10ft composites and the blocks to be estimated.  There was no sharing of composites across the domain boundaries.


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 Spatial 3D mathematical models were fitted to the experimental semi-variograms for each of the domains and used for ordinary kriging of the blocks in the model.

 A three-pass search strategy was used with the ranges based on the drill hole spacing and semi-variogram models. The search ellipsoids were expanded to ensure a reasonable amount of the blocks in each domain were estimated.

 A minimum of four and maximum of 16 composites were required to make a block estimate, with a maximum of four from a single drill hole for pass 1.

 A minimum of eight and maximum of 16 composites were required to make a block estimate, with a maximum of four from a single drill hole for pass 2.

 A minimum of 12 and maximum of 16 composites were required to make a block estimate, with a maximum of four from a single drill hole for pass 3.

Table 14.12
Kriging Plan for Silver Grades - Pass 3 Parameters

DOMAIN D01 D02 D03 D04 D05 D06 D07 D08 D09 D10
MIN CMP 12 12 12 12 12 12 12 12 12 12
MAX CMP 16 16 16 16 16 16 16 16 16 16
MAX PER HOLE 4 4 4 4 4 4 4 4 4 4
MAX PER OCT 4 4 4 4 4 4 4 4 4 4
SRCH - MAJOR 200 200 200 200 200 200 200 200 200 200
SRCH - MINOR 200 200 200 200 200 200 200 200 200 200
SRCH - VERTICAL 100 100 100 100 100 100 100 100 100 100
ROT1 - Z 100 100 100 100 100 280 100 100 100 135
ROT2 - X 0 0 0 0 0 0 0 0 0 0
ROT3 - Y -90 -80 -90 -60 -60 -60 -60 -60 -45 -45
OUTLIER CUTOFF 0.121 0.13 0.121 0.656 0.57 2.485 2.491 0.117 0.375 0.595
OUTLIER DISTANCE 40 40 40 60 60 1000 1000 1000 60 60
VARIOGRAM FILE 1-AG.PAR 2-AG.PAR 3-AG.PAR 4-AG.PAR 5-AG.PAR 6-AG.PAR 7-AG.PAR 8-AG.PAR 9-AG.PAR 10-AG.PAR
BLOCK DOMAIN 1 2 3 4 5 6 7 8 9 10
COMPOSITE DOMAIN 1 2 3 4 5 6 7 8 9 10

14.6.3 Density Model

A constant tonnage factor of 12.35 cu-ft/short ton was used for estimating all in-situ tonnage estimated in the block model.


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14.6.4 Block Model Validation

The block model gold and silver grade estimates were validated using a series of statistical and graphical methods. These include a check of the global average using the nearest neighbour (NN) block grade estimates, compared with the inverse distance squared (ID2) and ordinary kriged (OK) block grade estimates, a check of the global trends using swath plots, a volume-variance check to determine the variability of the block grade estimates, and a visual validation in plan and section to confirm that the estimates honoured the composite grades, domain and zone boundary conditions and the kriging plan.

14.6.4.1 Global Average Validation

The global average for the gold and silver block grade estimates should be the same for the three different estimation methodologies, OK, ID2, and NN. Table 14.13 presents summary statistics by geological domain for the kriged block gold grade estimates (AUOK), the inverse distance squared (AUID) block gold grade estimates and the nearest neighbour block gold grade estimates (AUNN). There is good agreement between the overall average grades between the AUNN and AUOK and acceptable agreement between the average grades for each estimation methodology for each geological domain. Therefore, the block model grade gold estimates pass this assessment.

Table 14.13 
Summary Statistics for Estimated Gold Grades by Domain

  Mean Std. Dev. AUOK/AUNN
Domain No of Blks % Estm AUOK AUID AUNN AUOK AUID AUNN Mean
1 413502 11.1% 0.0011 0.0011 0.0012 0.0011 0.0011 0.0020 0.917
2 549458 10.0% 0.0008 0.0008 0.0007 0.0008 0.0008 0.0016 1.143
3 148976 18.1% 0.0010 0.0009 0.0011 0.0009 0.0008 0.0017 0.909
4 306562 97.6% 0.0037 0.0037 0.0036 0.0043 0.0044 0.0074 1.028
5 132586 98.5% 0.0046 0.0046 0.0048 0.0034 0.0038 0.0064 0.958
6 2522 100% 0.0237 0.0246 0.0235 0.0154 0.0182 0.0320 1.009
7 27349 88.2% 0.0214 0.0218 0.0205 0.0177 0.0196 0.0316 1.044
8 1665 81.8% 0.0039 0.0038 0.0041 0.0020 0.0022 0.0023 0.951
9 284501 94.8% 0.0050 0.0050 0.0052 0.0030 0.0032 0.0057 0.962
10 22702 99.2% 0.0092 0.0092 0.0089 0.0035 0.0038 0.0073 1.034
TOTAL 1889823 17.4% 0.0027 0.0027 0.0027 0.0045 0.0047 0.0066 1.000

Table 14.13 presents summary statistics by geological domain for the kriged block silver grade estimates (AGOK), the inverse distance squared (AGID) block silver grade estimates and the nearest neighbour block silver grade estimates (AGNN). There is good agreement between the overall average grades between the AGNN and AGOK and acceptable agreement between the average grades for each estimation methodology and for each geological domain. Therefore, the block model silver grade estimates pass this assessment.


Mako Mining Corp.

Table 14.14 
Summary Statistics for Estimated Silver Grades by Domain

 

Mean

Std. Dev.

AUOK/AUNN

Domain

No of Blks

% Estm

AGOK

AGID

AGNN

AGOK

AGID

AGNN

Mean

1

387,615

10.4%

0.0105

0.0105

0.0109

0.0066

0.0071

0.0127

0.963

2

549,140

10.0%

0.0143

0.0140

0.0137

0.0110

0.0113

0.0180

1.044

3

148,870

18.1%

0.0101

0.0099

0.0117

0.0067

0.0067

0.0158

0.863

4

306,479

97.6%

0.0473

0.0475

0.0469

0.0554

0.0575

0.0975

1.009

5

132,522

98.5%

0.0429

0.0433

0.0436

0.0537

0.0567

0.0891

0.984

6

2,522

100%

0.2671

0.2706

0.2254

0.1841

0.2223

0.3495

1.185

7

27,349

88.2%

0.3068

0.3133

0.2914

0.2627

0.3165

0.4715

1.053

8

1,650

81.0%

0.0148

0.0146

0.0131

0.0143

0.0156

0.0162

1.130

9

284,501

94.8%

0.0363

0.0361

0.0370

0.0287

0.0307

0.0517

0.981

10

22,702

99.2%

0.0514

0.0514

0.0511

0.0210

0.0232

0.0463

1.006

TOTAL

1,863,350

17.1%

0.0291

0.0291

0.0289

0.0583

0.0635

0.0863

1.007

14.6.4.2 Swathplots

Swath plots were generated to determine if the block model gold grade estimates honoured the local trends in gold grade. A swath is the average of the nearest neighbour gold estimates (AUNN) and ordinary kriged gold grade estimates (AUOK) for collections of blocks. The swath width is 100 ft or five blocks in easting, 100 ft or 5 blocks in northing, and 40 ft or two blocks in elevation. The average swath grade is then plotted versus the easting, northing, and elevation coordinates. There should be reasonable agreement between the trends of the two block grade estimates.

Figure 14.11 displays a series of swath plots for gold for Domain 4 - East Intrusive Stockwork. The left-hand graph shows the swath plot in Easting, the centre graph shows the swath plot in Northing, and the right-hand graph shows the swath plot by elevation. In general, there is good agreement between the nearest neighbour block gold grade estimates and the ordinary kriged block gold grade estimates. That is, the global trend for gold in Domain is honoured by the kriging plan.

Swath plots were generated for both gold and silver for each domain and assessed to ensure that the grade trends were honoured. The results of the swath plot analysis shows that there is good agreement for both the gold and silver block grade estimates.

14.6.4.3 Volume Variance

It is important to assess the block model gold grade estimate variability to determine if the variability reflects the variability of the proposed Selective Mining Unit (SMU) of 20 ft by 20 ft by 20 ft. The ideal variability of the gold block grade estimates is determined from nearest neighbour gold block grade estimates which are corrected to SMU variability using a methodology known as the indirect lognormal correction (ILC). The ILC corrected block gold grade estimates (ILCAU) become the reference point to which the ordinary kriged gold block grade estimates can be compared.


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Figure 14.11
Swath Plot of Gold Grades for Domain 4

C. Keech, CGK Consulting Services, 2025.

If there was perfect selectivity at the 20 ft by 20 ft by 20 ft block size, then the expectation would be to have the variability of the AUOK estimates be the same as the ILCAU estimates. However, there will also be some mixing of material at the block edges so there will be some dilution, which will result in the AUOK estimates being less variable than the ILCAU estimates. A target difference in ratio between the AUOK and ILCAU estimates is 0.85. Table 14.15 shows the summary statistics for the AUOK, AUNN, and ILCAU block gold grade estimates. The overall ratio between the AUOK and ILCAU estimates is 0.776, which indicates the kriged estimates are likely over-smoothed and will likely need a volume-variance adjustment to make the kriged estimates more variable.

Table 14.16 displays summary statistics for the variance corrected block gold grade estimates (AUOPT). A correction was tailored to the block grade estimates of each domain to arrive at an overall variance ratio of 0.83, which is considered acceptable for this style of mineralization and the planned level of selection in the open-pit mining methodology.

Table 14.15
Summary Statistics for Block Model Estimates - Volume-Variance Assessment

 

 

Mean

Std. Dev.

AUOK/LCAU

AUOK/ILCAU

Domain

No. of Blks

% Estm

AUOK

AUNN

ILCAU

AUOK

AUNN

ILCAU

Ave.

Std. Dev

1

413,502

11.1%

0.0011

0.0012

0.0011

0.0011

0.0020

0.0014

1.0000

0.786

2

549,458

10.0%

0.0008

0.0007

0.0008

0.0008

0.0016

0.0014

1.0000

0.571

3

148,976

18.1%

0.0010

0.0011

0.0010

0.0009

0.0017

0.0012

1.0000

0.750



Mako Mining Corp.

 

 

Mean

Std. Dev.

AUOK/LCAU

AUOK/ILCAU

Domain

No. of Blks

% Estm

AUOK

AUNN

ILCAU

AUOK

AUNN

ILCAU

Ave.

Std. Dev

4

306,562

97.6%

0.0037

0.0036

0.0038

0.0043

0.0074

0.0068

1.0270

0.632

5

132,586

98.5%

0.0046

0.0048

0.0046

0.0034

0.0064

0.0051

1.0000

0.667

6

2,522

100%

0.0237

0.0235

0.0235

0.0154

0.0320

0.0289

0.9916

0.533

7

27,349

88.2%

0.0214

0.0205

0.0205

0.0177

0.0316

0.0257

0.9579

0.689

8

1,665

81.8%

0.0039

0.0041

0.0039

0.0020

0.0023

0.0017

1.0000

1.176

9

284,501

94.8%

0.0050

0.0052

0.0050

0.0030

0.0057

0.0046

1.0000

0.652

10

22,702

99.2%

0.0092

0.0089

0.0091

0.0035

0.0073

0.0056

0.9891

0.625

TOTAL

1,889,823

17.4%

0.0027

0.0027

0.0027

0.0045

0.0066

0.0058

1.0000

0.776

Table 14.16 
Summary Statistics for Block Model Estimates - Corrected Volume-Variance

    Mean Std. Dev. AUOPT/ILCAU AUOPT/ILCAU
Domain No. of Blks % Estm AUOK ILCAU AUOPT AUOK ILCAU AUOPT Mean Std. Dev
1 413,502 11.1% 0.0011 0.0011 0.0012 0.0011 0.0014 0.0010 1.091 0.714
2 549,458 10.0% 0.0008 0.0008 0.0008 0.0008 0.0014 0.0010 1.000 0.714
3 148,976 18.1% 0.0010 0.0010 0.0010 0.0009 0.0012 0.0008 1.000 0.667
4 306562 97.6% 0.0037 0.0038 0.0038 0.0043 0.0068 0.0052 1.000 0.765
5 132,586 98.5% 0.0046 0.0046 0.0046 0.0034 0.0051 0.0039 1.000 0.765
6 2,522 100% 0.0237 0.0235 0.0236 0.0154 0.0289 0.0209 1.004 0.723
7 27,349 88.2% 0.0214 0.0205 0.0211 0.0177 0.0257 0.0191 1.029 0.743
8 1,665 81.8% 0.0039 0.0039 0.0039 0.0020 0.0017 0.0013 1.000 0.765
9 284,501 94.8% 0.0050 0.0050 0.0050 0.0030 0.0046 0.0034 1.000 0.739
10 22,702 99.2% 0.0092 0.0091 0.0091 0.0035 0.0056 0.0043 1.000 0.768
TOTAL 1,889,823 17.4% 0.0027 0.0027 0.0027 0.0045 0.0058 0.0048 1.000 0.828

Figure 14.11 displays grade-tonnage curves for the perfect selection of the ILCAU in black, the AUOK smoothed estimates in red, and the variance corrected block gold grade estimates in green. The graphs shows that the variance corrected block gold grade estimates have a higher average grade and fewer tonnes at the same cutoff grades from 0.002 oz/ton Au to 0.010 oz/ton Au, which is what was desired. From the grade-tonnage curves in Figure 14.11, it appears that there is an appropriate amount of variability in the AUOPT block gold grade estimates to be appropriate for a 20 ft by 20 ft by 20 ft SMU, including some dilution.


Mako Mining Corp.

Figure 14.12
Grade-Tonnage Curve - for all Block Gold Grade Estimates

14.6.4.4 Visual Validation

A series of plans and sections were generated to compare the block gold and silver grade estimates with the 10 ft capped gold and silver composites. This was done to confirm that the block model gold and silver estimates honoured the composite grades, domain boundaries and the kriging plan.

Figure 14.13 displays a plan view at 1,710 ft elevation showing the block gold grade estimates and the section lines. Figures 14.14 to 14.16 display northwest facing cross-sections of block gold grade estimates and 10 ft gold composites. There is good agreement between the 10 ft gold composites and the block gold grade estimates. From these figures, it appears that the hard-boundary conditions and the kriging plan search strategy are working as intended.


Mako Mining Corp.

Figure 14.13
Plan View at the 1,710 Foot Elevation. of Gold Block Grade Estimates

C. Keech, CGK Consulting Services, 2025.

Figure 14.14
Section 6,000 Feet NW - Block Gold Grade Estimates

C. Keech, CGK Consulting Services, 2025.


Mako Mining Corp.

Figure 14.15
Section 7,000 Feet NW - Block Gold Grade Estimates

C. Keech, CGK Consulting Services, 2025.

Figure 14.16
Section 11,000 Feet NW - Block Gold Grade Estimates

C. Keech, CGK Consulting Services, 2025.


Mako Mining Corp.

14.6.4.5 Blasthole Model

To help validate the block gold grade estimates, the blasthole data was imported into MineSight and a blasthole block model gold grade estimate was made using an inverse squared distance methodology. Then a comparison was made between the grade and tons forecast by the blasthole model and the grade and tons forecast by the drill hole block grade estimates.

Table 14.17 presents the results of tabulation at various cutoffs. At the 0.005 oz/ton Au cutoff, the blasthole block model estimates 31 million tons grading 0.0149 oz/ton Au, while the drill hole block model estimates 34.6 million tons grading 0.0136 oz/ton Au. That is the drill hole block model estimates more tons at a lower grade but does estimate close to the contained metal estimated by the blasthole model.

Table 14.17
Comparison of Blasthole and Drill Hole Block Models

CUT-OFFS
AU
OZ/TON
000
TONS
BHAU CUT-
OFFS AU
OZ/TON
000 TONS AUOPT 000 TONS
RATIO
GRADE
RATIO
METAL
RATIO
>=  0.001 49,543 0.0104 >=  0.001 49,484 0.0104 0.9988 1.0000 0.9988
>=  0.002 44,303 0.0114 >=  0.002 45,821 0.0111 1.0343 0.9737 1.0070
>=  0.003 39,764 0.0125 >=  0.003 42,376 0.0118 1.0657 0.9440 1.0060
>=  0.004 35,306 0.0136 >=  0.004 38,577 0.0126 1.0926 0.9265 1.0123
>=  0.005 31,049 0.0149 >=  0.005 34,645 0.0136 1.1158 0.9128 1.0185
>=  0.006 26,949 0.0163 >=  0.006 30,372 0.0147 1.1270 0.9018 1.0164
>=  0.007 23,190 0.0179 >=  0.007 25,814 0.0162 1.1132 0.9050 1.0074
>=  0.008 19,885 0.0196 >=  0.008 21,872 0.0177 1.0999 0.9031 0.9933
>=  0.009 16,999 0.0215 >=  0.009 18,180 0.0196 1.0695 0.9116 0.9750
>=  0.010 14,514 0.0236 >=  0.010 15,455 0.0214 1.0648 0.9068 0.9656
>=  0.011 12,475 0.0257 >=  0.011 13,118 0.0234 1.0515 0.9105 0.9574
>=  0.012 10,791 0.0280 >=  0.012 11,175 0.0255 1.0356 0.9107 0.9431
>=  0.013 9,428 0.0302 >=  0.013 9,648 0.0275 1.0233 0.9106 0.9318
>=  0.014 8,353 0.0324 >=  0.014 8,498 0.0294 1.0174 0.9074 0.9232
>=  0.015 7,434 0.0346 >=  0.015 7,520 0.0314 1.0116 0.9075 0.9180

Figures 14.17 and 14.18 display block gold grade estimates with the former showing the blasthole block model gold grade estimates and the later showing the drill hole block model gold grade estimates.  A visual comparison between the two shows that the block grade estimates are reasonably similar.

The QP for this section of the report feels that this comparison is acceptable based on the similar amount of estimated contained metal and the similarity of the block grade estimates shown in Figures 14.17 and 14.18.


Mako Mining Corp.

Figure 14.17
Cross-Section at 6,000 Feet NW of Blasthole Block Model Gold Grades

C. Keech, CGK Consulting Services, 2025.

Figure 14.18
Cross Section at 6,000 Feet NW of Drill Hole Block Model Gold Grades

C. Keech, CGK Consulting Services, 2025.


Mako Mining Corp.

14.7 Mineral Resources

The classification of the current mineral resources estimate for the Moss Mine Project has been carried out in accordance with the May 2014 CIM standards and definitions, as required under NI 43-101 regulations. The CIM standards and definitions are described below.

Mineral resources are sub-divided, in order of increasing geological confidence, into "inferred", "indicated" and "measured" categories. An inferred mineral resource has a lower level of confidence than that applied to an indicated mineral resource. An indicated mineral resource has a higher level of confidence than an inferred mineral resource but has a lower level of confidence than a measured mineral resource.

A "mineral resource" is a concentration or occurrence of solid material of economic interest in or on the Earth's crust in such form, grade, quality, and quantity that there are reasonable prospects for eventual economic extraction. The location, quantity, grade or quality, continuity and other geological characteristics of a mineral resource are known, estimated, or interpreted from specific geological evidence and knowledge, including sampling. Material of economic interest refers to diamonds, natural solid inorganic material, or natural solid fossilised organic material including base and precious metals, coal, and industrial minerals.

The term "mineral resource" covers mineralisation and natural material of intrinsic economic interest which has been identified and estimated through exploration and sampling and within which mineral reserves may subsequently be defined by the consideration and application of modifying factors.

The phrase "reasonable prospects for eventual economic extraction" implies a judgement by the Qualified Person in respect of the technical and economic factors likely to influence the prospect of economic extraction. Interpretation of the word "eventual" in this context may vary depending on the commodity or mineral involved. For example, for some coal, iron, potash deposits and other bulk minerals or commodities, it may be reasonable to envisage 'eventual economic extraction' as covering periods more than 50 years. However, for many gold deposits, application of the concept would normally be restricted to perhaps 10 to 15 years, and frequently to much shorter periods.

The definitions below for the classification of mineral resources were adopted by the CIM Council on May 10, 2014.

An "inferred mineral resource" is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of limited geological evidence and sampling. Geological evidence is sufficient to imply but not verify geological and grade or quality continuity. An inferred mineral resource has a lower level of confidence than an indicated mineral resource and must not be converted to a mineral reserve. It is reasonably expected that the majority of inferred mineral resources could be upgraded to indicated mineral resources with continued exploration.

An "indicated mineral resource" is that part of a mineral resource for which quantity, grade or quality, densities, shape, and physical characteristics are estimated with sufficient confidence to allow the application of modifying factors in sufficient detail to support mine planning and evaluation of the economic viability of the deposit. Geological evidence is derived from adequately detailed and reliable exploration, sampling and testing and is sufficient to assume geological and grade or quality continuity between points of observation. An indicated mineral resource has a lower level of confidence than that applying to a measured mineral resource and may only be converted to a probable mineral reserve.


Mako Mining Corp.

A "measured mineral resource" is that part of a mineral resource for which quantity, grade or quality, densities, shape, and physical characteristics are estimated with confidence sufficient to allow the application of modifying factors to support detailed mine planning and final evaluation of the economic viability of the deposit. Geological evidence is derived from detailed and reliable exploration, sampling and testing and is sufficient to confirm geological and grade or quality continuity between points of observation A measured mineral resource has a higher level of confidence than that applying to either an indicated mineral resource or an inferred mineral resource. It may be converted to a proven mineral reserve or to a probable mineral reserve.

"Modifying factors" are considerations used to convert mineral resources to mineral reserves. These include, but are not restricted to, mining, processing, metallurgical, infrastructure, economic, marketing, legal, environmental, social, and governmental factors.

14.7.1 Classification of Mineral Resources

To classify the block model grade estimates for the Moss Mine Project into the mineral resource categories of measured, indicated, and inferred, a statistical approach is employed to develop a classification scheme that complies with the CIM Best Practice Guidelines and NI 43-101 Regulations for the reporting of Mineral Resources and Mineral Reserves.

The underlying philosophy of this approach is to quantify the uncertainty of estimated contained metal in quarterly and yearly production.  The uncertainty (or reliability) of estimation is a function of the spatial variability of the mineralization and the sample spacing.

Once the spatial variability of the mineralization is quantified through some type of spatial correlation function (semi-variogram, correlogram, etc.), it is possible to estimate the uncertainty of estimation for different sampling spacing and patterns over the two time periods.

A drill hole spacing study is carried out to determine the sample spacing and pattern that allows yearly production to be predicted to within 15% with a 90% confidence.  This forms the basis for classifying indicated resources.

In a similar way the pattern and spacing are developed to form the basis for classifying measured resources. (The exact procedure for determining the confidence limits and grid spacing is given in Davis, B. M., Some Methods of Producing Interval Estimates for Global and Local Resources, SME preprint 97-5, 4 p.)

For the Moss Mine Project, measured material is considered known within ±15% with a 90% confidence for a quarterly production period, and indicated material is considered known within ±15% with a 90% confidence for an annual production period. The methodology considers an idealised block representing a one-month production period. Then a series of grids of different drill hole spacings are used to krige the idealized block to calculate the kriging variance. The idealized block for a one-month production period is approximately a panel of 430 ft by 430 ft by 20 ft. The kriging variance needs to be adjusted by the square of the CV to obtain a relative variance as normalized semi-variogram models were used to krige the panel. The kriging variance is then divided by 3 to get the quarterly production variance and by 12 to get the annual production variance. This gives the sample spacing for the measured and indicated categories.


Mako Mining Corp.

The sample spacing information is then translated into a set of proximity of drill hole sampling-based classification rules. A 75 ft by 75 ft drill hole spacing would be sufficient to predict the block grade estimates within ±15% 90% of the time on a quarterly basis. This material would be considered as measured.  A 200 ft by 200 ft drill hole spacing would be sufficient to predict the block grade estimates within ±15% 90% of the time on an annual basis. This material would be considered as indicated.

The rules used to delineate the mineral resources are defined as follows:

 Measured - minimum of 3 holes inside a 60 ft radius

 Indicated - minimum of 3 holes inside a 160 ft radius or a minimum of 2 holes inside a radius of 80ft or a minimum of one hole inside a radius of 50 ft.

 Inferred - are the remaining estimates up to 600 ft search radius.

The resulting codification of the block in the model was then smoothed looking for continuous clusters of blocks that are measured or indicated to remove any possible "spotted dog" effect. The "spotted dog" effect is the term used to describe isolated areas of measured or indicated material that is caused by the classification rules and isolated drill holes. Figure 14.19 displays a plan view of the classification as coded based on the rules listed above. Figure 14.20 displays a plan view after removing the isolated patches of measured and indicated material.

Summary statistics of the amount of data and distance to that data were generated to confirm the reliability of block gold grade estimates. Table 14.18 display summary statistics for the comparative confidence in the block model estimates including: the number of informed octants (NOCT), the number of drill holes used for a block estimate (NHOL), the number of composites used for a block estimate (NCMP), the distance to the nearest composite (NDIST), the average distances to the composites (ADIST), the distance to the farthest composite (FDIST), the kriging variance (OKVAR), the slope of regression (OKSLP) and the kriging efficiency (OKEFF).

A typical measured block gold grade estimate is informed by 16 composites from 5 drill holes in 5 octants with an average distance of 79.5 ft, kriging variance of 0.2176, a slope of regression of 0.9345, and a kriging efficiency of 68.4%.

A typical indicated block gold grade estimate is informed by 15 composites from 5 drill holes in 5 octants with an average distance of 140.3 ft, kriging variance of 0.3192, a slope of regression of 0.8791, and a kriging efficiency of 53.2%.

A typical inferred block gold grade estimate is informed by 9 composites from 3 drill holes in 3 octants with an average distance of 342.3 ft, kriging variance of 0.6835, a slope of regression of 0.4645, and a kriging efficiency of -8.4%.


Mako Mining Corp.

Figure 14.19
Plan View at 1,910 Foot Elevation of the Classification of the Blocks before Smoothing

C. Keech, CGK Consulting Services, 2025.

Figure 14.20
Plan View at 1,910 Foot Elevation of the Classification of the Blocks After Smoothing

C. Keech, CGK Consulting Services, 2025.


Mako Mining Corp.

Table 14.18
Summary Statistics Comparing Relative Measures of Confidence in Block Grades

CLASS

No. of Blocks

% of Blocks

AUOPT

AGOPT

NOCT

NHOL

NCMP

NDIST

ADIST

FDIST

OKVAR

OKSLP

OKEFF

1-meas.

94,203

5.0%

0.0076

0.0891

5

5

16

37.0

79.5

124.1

0.2176

0.9345

68.39%

2-ind.

348,934

18.5%

0.0052

0.0578

5

5

15

76.2

140.3

207.4

0.3192

0.8791

53.22%

3-inf.

1,446,707

76.6%

0.0018

0.018

3

3

9

281.3

342.3

405.3

0.6835

0.4645

-8.44%

Total

1,889,844

100.0%

0.0027

0.0289

3

3

11

231.3

291.9

354.8

0.593

0.5645

6.77



Mako Mining Corp.

14.7.2 Reasonable Prospects of Eventual Economic Extraction

To meet the CIM requirements of reasonable prospects of eventual economic extraction, an optimized pit shell was used to limit the mineral resources estimate at depth. A mineral resource pit shell limit was built by GVC using MineSight software by means of a Lerchs-Grossmann pit design method using the parameters listed in Table 14.19. The pit ("solid PIT19 $2500 MII") was optimized using material classified as measured indicated and inferred.

Table 14.19
Summary of Parameters for Mineral Resources Pit Resource Shell

Description Open Pit Shell
Mining Cost (US$/ton) $3.18
Mining Fill Cost (US$/ton) $1.91
Processing Cost (US$/ore ton) $5.81
G&A Cost (US$/ore ton) $0.77
Refinery Services and logistics Cost ($US/ore ton) $0.28
Gold Price (US$/oz) $2,500
Silver Price (US$/oz) $29.20
Royalties (%) 0%
Gold Recovery Factor (%) 75%
Silver Recovery Factor (%) 33%
Pit Slope - Constant (degrees) 55°
Breakeven Cut-off Grade (Au oz/ton) 0.005

14.7.3 Mineral Resource Tabulation

The mineral resource estimate was completed by Mr. Chris Keech, P.Geo., a Qualified Person as defined in NI 43-101 and who is independent of Golden Vertex Corp., the limiting pit shell for the mineral resources estimate was developed by Mr. G. Vejar, Senior Mine Engineer of Mako Mining Corp. The open pit mineral resources are stated within the mineral resource pit shell and below the previously mined surface.

The measured and indicated mineral resources are inclusive of those mineral resources modified to produce mineral reserves. The mineral resource figures have been rounded to reflect that they are estimates. Mineral resources that are not mineral reserves do not have demonstrated economic viability. The estimate of mineral resources may be materially affected by environmental, permitting, legal, title, taxation, socio-political, marketing, or other relevant issues. The Qualified Person for this section of the report is not aware of any issues that would materially affect the estimate of the mineral resources as of the date of this report.


Mako Mining Corp.

There has been insufficient exploration to define the inferred resources as an indicated or measured mineral resources. It is uncertain if further exploration will result in upgrading them to an indicated or measured mineral resources category

Figure 14.21 displays a plan view of the contours of the mineral resource pit shell and the drill hole traces. This mineral resource pit shell was developed using the parameters listed in Table 14.19.

Table 14.20 presents a summary of the open pit mineral resources inside the mineral resource pit shell at a series of cut-off grades. The breakeven gold cut-off grade is calculated by GVC to be 0.005 oz/ton Au. Table 14.21 presents a summary of the mineral resources inside the mineral resource pit shell at the 0.005 oz/ton Au cut-off by the mineral resource categories.

The open pit mineral resources for the Moss Mine Project are estimated to be 62.9 Mtons of measured and indicated material grading 0.0103 oz/ton Au and 0.1081 oz/ton Ag for a total of 646 koz of gold and 6.8 Moz silver. There are additional inferred open pit mineral resources, which are estimated to be 13.6 Mtons grading 0.0090 oz/ton Au and 0.0427 oz/ton Ag for a total of 122 koz of gold and 0.58 Moz silver.

Figure 14.21
Plan view of Pit19 at US $2500/oz Gold Mineral Resource Shell with Drill Hole Traces

C. Keech, CGK Consulting Services, 2025.


Mako Mining Corp.

Table 14.20
2025 Mineral Resource Estimate Sensitivity Analysis for a Series of Cut-Off Grades*

Category Cutoff oz/ton
AuEq.
k tons AuEq
oz/t
Au
oz/t
Ag
oz/t
Au
(koz)
Ag
(koz)
Measured >= 0.0030 14,302 0.0093 0.0088 0.1091 126 1,560
>= 0.0040 12,423 0.0102 0.0096 0.1203 119 1,494
>= 0.0050 10,527 0.0113 0.0106 0.1330 112 1,400
>= 0.0060 8,525 0.0126 0.0119 0.1489 101 1,269
>= 0.0070 6,696 0.0143 0.0135 0.1682 90 1,126
Indicated >= 0.0030 67,370 0.0092 0.0087 0.0896 586 6,036
>= 0.0040 60,133 0.0099 0.0094 0.0957 565 5,755
>= 0.0050 52,383 0.0107 0.0102 0.1031 534 5,401
>= 0.0060 44,282 0.0116 0.0111 0.1125 492 4,982
>= 0.0070 36,136 0.0128 0.0122 0.1251 441 4,521
Measured and Indicated >= 0.0030 81,672 0.0092 0.0087 0.0930 712 7,597
>= 0.0040 72,556 0.0100 0.0094 0.0999 685 7,249
>= 0.0050 62,910 0.0108 0.0103 0.1081 646 6,801
>= 0.0060 52,807 0.0118 0.0112 0.1184 593 6,251
>= 0.0070 42,832 0.0130 0.0124 0.1318 531 5,647
Inferred >= 0.0030 17,178 0.0081 0.0079 0.0404 136 694
>= 0.0040 15,322 0.0087 0.0085 0.0417 130 639
>= 0.0050 13,587 0.0092 0.0090 0.0427 122 580
>= 0.0060 11,573 0.0099 0.0096 0.0440 111 509
>= 0.0070 9,280 0.0107 0.0105 0.0463 97 430

*Notes: Mineral resources are estimated in conformance with the CIM mineral resource definitions referred to in NI 43-101 Standards of Disclosure for Mineral Projects. This mineral resource estimate covers the Moss Mine Project. Mineral resources that are not mineral reserves do not have demonstrated economic viability. The quantity and grade of the reported inferred mineral resources in this estimation are conceptual in nature and are estimated based on limited geological evidence and sampling. Geological evidence is sufficient to imply but not verify geological and grade or quality continuity. For these reasons, an inferred mineral resource has a lower level of confidence than an indicated mineral resource, however it is reasonably expected that most of the inferred mineral resources could be upgraded to indicated mineral resources with continued exploration. Mineral resources are reported within an optimized constraining shell using a gold price of US$2,500/oz and a silver price of US$29.2/oz with a gold recovery of 75% and a silver recovery of 33%. Gold grades were estimated using 10ft capped composites within 10 geological domains using ordinary kriging.  Summation errors may occur in the tabulated results due to rounding.


Mako Mining Corp.

Table 14.21
Summary of 2025 Mineral Resource Estimate by Classification Category*

Category

Cut-off
oz/ton AuEq.

k tons

AuEq
oz/t

Au oz/t

Ag oz/t

Au
(koz)

Ag
(koz)

Measured

0.005

10,527

0.0113

0.0106

0.1330

112

1,400

Indicated

0.005

52,383

0.0107

0.0102

0.1031

534

5,401

Measured + Indicated

0.005

62,910

0.0108

0.0103

0.1081

646

6,801

Inferred

0.005

13,587

0.0092

0.0090

0.0427

122

580

*Notes: Mineral resources are estimated in conformance with the CIM mineral resource definitions referred to in NI 43-101 Standards of Disclosure for Mineral Projects. This mineral resource estimate covers the Moss Mine Project. Mineral resources that are not mineral reserves do not have demonstrated economic viability. The quantity and grade of the reported inferred mineral resources in this estimation are conceptual in nature and are estimated based on limited geological evidence and sampling. Geological evidence is sufficient to imply but not verify geological and grade or quality continuity. For these reasons, an inferred mineral resource has a lower level of confidence than an indicated mineral resource, however it is reasonably expected that most of the inferred mineral resources could be upgraded to indicated mineral resources with continued exploration. Mineral resources are reported within an optimized constraining shell using a gold price of US$2,500/oz and a silver price of US$29.2/oz with a gold recovery of 75% and a silver recovery of 33%. Gold grades were estimated using 10ft capped composites within 10 geological domains using ordinary kriging.  Summation errors may occur in the tabulated results due to rounding.

14.7.4 Comparison with 2021 Mineral Resource Estimate

The following is a summary comparison between the IMC estimation parameters completed in 2021 and updated estimation parameters for the December, 2025, by Mako Mining Corp.

Table 14.22 displays a summary of the estimation parameters and modifying factors for the mineral resources pit shells.

Table 14.22
Comparison of Mineral Resource Estimation Parameters for 2021 and 2025

ITEMS 2021 2025 Comments
No. of Drill holes 912 drill holes 1,169 drill holes additional drilling, mostly to the west in Reynolds pit area
Missing Data no treatment missing assays were assigned either an average of neighbours or a zero grade prior to compositing. will reduce any possible smearing of gold or silver grades
Geology wireframes Moss Vein, Ruth Vein, Stockwork Veins, Canyon Fault Moss Vein, Ruth Vein, Reynolds Stockwork, Stockwork, Canyon Fault, Volcanic/Intrusive Contact Moss and Ruth Veins more restricted to eastern area
Geological Domains 6 10 2025 has more geological domains
Geological Domains East_MV, East_RV, East_Stkwrk, West_MV, West_RV, West_Stkwrk 1_Volc, 2_E_Intr, 3_W_Intr, 4_E_Stkwrk, 5_W_Strkwrk, 6_Ruthvn, 7_Mossvn_E, 8_Mossvn_W, 9_Volc_Stkwrk, 10_Reyn_Stkwrk better control for grade interpolation


Mako Mining Corp.

ITEMS 2021 2025 Comments
Grade Capping Au from 0.3 to 0.1 o/t Au applied to assays (151 capped assays) applies to 10ft composites from 0.005 to 0.30 o/t Au (40 composites capped) removes less gold metal
Grade Capping Ag from 1.46 to 2.92 o/t Ag applied to assays (92 capped assays) applies to 10ft composites from 0.12 to 2.5 o/t Au (30 composites capped) removes less silver metal
Compositing 20 ft bench composites Composite 10 ft run-length composites - (1/2 bench height) smaller composites - less smoothing in estimation
Semi-Variograms 280 degrees ranges of 150 ft to 200 ft 280 degrees with dips ranging from 90 to 40 degrees orientations better reflect shallower orientations
Grade Estimation Inverse Distance cubed (ID3) Ordinary Kriging, post variance correction kriging uses semi-variogram model weighting; variance correction to match desired SMU
Boundaries Hard boundaries Hard Boundaries same approach
Search restrictions 0.060 o/t Au and 1.0 oz/ton Ag (55 ft) 40 ft to 60ft Au > 0.05 oz/ton and Ag > 0.60 oz/ton similar
2-pass search method pass1: 200x 150x 100 , min=3, max=10, max per hole 2; pass2: 240 x 180 x 120 ; min=1, max=10, max per hole 2 pass1: 600x600x300, min 4, max 16, max 4 per hole; pass2: 400x400x200 min=8, max=16, max per hole 4; pass3: 200x200x100 min=12, max=16, max per hole 4 2025 estimate has larger search radii; more data used for block grade estimation
Classification meas, < 75ft avg. distance, min 9 cmps, 4 holes; indicated < 150 avg. distance, min 3 cmps, 2 holes meas: min 3 holes inside 60 ft radius, 3 holes in 160 ft radius or 2 hole inside 80 ft radius or 1 hole inside 50 ft radius; smoothed using conclus.f similar ranges; smoothing with conclus. f reduces the "spotted dog" effect
Modifying Factors Mining Cost $2.89
Mine Fill Cost $1.77
Process Cost $4.18
G&A Cost $1.77
Gold Recovery 77%
Silver Recovery 43%
Gold Price $1,800 US/oz
Silver Price $22 US/oz
Cutoff .0045 oz/ton Au
Mining Cost $3.18
Mine Fill Cost $1.91
Process Cost $5.81
G&A Cost $0.77
Gold Recovery 77%
Silver Recovery 43%
Gold Price $2,500 US/oz
Silver Price $29.2 US/oz
Cutoff 0.005 AuEq oz/ton
Significant increase in metal prices on the revenue side and increase costs on the operating side. There is some of a balance here.

Same metal recoveries, with different economic cutoffs
Pit Slope North Wall 63°
South Wall 45°
Fill Material 37°
Constant Angle 55° Variable angle versus constant angle.


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Table 14.23
Moss Mine Project - Mineral Resources, July 1, 2021

Category cutoff oz/ton Au k tons Au opt Ag opt Au (koz) Ag (koz)
Measured 0.0045 9,257 0.0120 0.0150 107 1,389
Indicated 0.0045 33,576 0.0110 0.1300 383 4,365
Meas+Ind. 0.0045 42,833 0.0110 0.1300 490   5,754
Inferred 0.0045 7,233 0.0100 0.1300 74 940

The 2021 Mineral Resource model estimated a total of 490,000 oz. Au in the measured and indicated category as shown in Table 14.23. While the 2025 Mineral Resource model estimates 646,000 oz. Au in the measured and indicated category. This is an increase of approximately 156,000 oz. or approximately a 30% increase in the estimated measured and indicated mineral resources.

The reason for this increase in estimated mineral resources in the 2025 estimate is due to the additional 257 drill holes, principally drilled on the western half of the project area, with specific focus on the Reynolds Area. This additional drill hole information has allowed for improved modelling of the Moss and Ruth veins, along with an improvement in the modelling of the Stockwork, especially in the Reynolds area (Reynolds Stockwork).


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INAPPLICABLE SECTIONS

The following sections of an NI 43-101 Technical Report are not applicable to this report.

 

15.0 MINERAL RESERVE ESTIMATES

 

16.0 MINING METHODS

 

17.0 RECOVERY METHODS

 

18.0 PROJECT INFRASTRUCTURE

 

19.0 MARKET STUDIES AND CONTRACTS

 

20.0 ENVIRONMENTAL STUDIES, PERMITTING AND SOCIAL OR COMMUNITY IMPACT

 

21.0 CAPITAL AND OPERATING COSTS

 

22.0 ECONOMIC ANALYSIS

 


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23.0 ADJACENT PROPERTIES

The following information was taken from the 2021 Technical Report.  It has been updated using public sources i.e. websites and press releases. The websites for the individual companies are indicated below.  The QP has been unable to verify the information in this section and the following information is not necessarily indicative of the mineralization on the property that is the subject of this Technical Report.

Mohave County, Arizona has a long history of precious metal production from epithermal veins (e.g., Goldroad and the Oatman Mining District (cornerstone-environmental.com)). The historic Gold Road Mine is currently in the process of being re-activated, the Mine is located about 5 miles east of the Moss Mine. The district around Moss and Gold Road is currently an active area of exploration area with two other projects currently drilling (Figure 23.1).

23.1.1 Gold Road Mine (Gold Road Inc.)

The Gold Road Mine is located in the Oatman mining District which is reported to be the oldest mining district in Arizona, producing over 2 million ounces of gold from 1863 until 1940. The Gold Road Mine is reported to have produced about 746,000 ounces of the total district production.

The Gold Road Mine was placed back into production by Aura Minerals, Inc. (Aura, www.auraminerals.com) achieving commercial production in December of 2020; however, it announced that had sold the mine on July 27, 2022, citing geological challenges and lower than expected grades. 

Rodrigo Barbosa, President and CEO of Aura, commented:

"We knew the risks involved on Gold Road Acquisition, which was that it did not have gold reserves and only resources, and that is why we decided to start small, assume a non-recourse debt, and, over the years, generate cash from the operation to reinvest and grow it to over 50k Oz. Unfortunately, the geological risks materialized. We did not find the expected grades and the operations did not generate cash to reinvest and grow. Although it remains interesting geological potential, it would require significant additional cash and time (several years) in exploration."

Gold Road was acquired by a Canadian private company, "Gold Road Inc." May 28, 2025. The New company re-started the plant on September 11, 2025 and produced the first gold pour from re-processed tailings on October 23, 2025. The company is planning to re-start underground mining in 2026 and possibly take the company public with an IPO in 2026 (www.goldroadusa.com)

Arizona Gold & Silver Inc. (Arizona Gold & Silver) is exploring the Philadelphia property, located about 6 miles north of the Moss Mine. Arizona Gold & Silver reports drilling high grade gold and silver epithermal vein intercepts along the approximately 2-mile-long Philadelphia Vein in the Arabian Mine Fault (www.arizonagoldsilver.com).

Arizona Gold & Silver has completed over 155 drill holes.  Reported high grade intervals include: 9.04 g/t Au and 34.0 g/t Ag over 20.4 m, and typical high-grade intercepts range from 10-30 g/t Au over 0.7 to 1.5 m. Additionally, several wide, low-grade intersects are reported: 1.34 g/t Au over 115m and 1.57 g/t Au over 104 m. Approximately 80 acres of the 3,300 acres have been explored to date. The project is 100% owned/controlled by Arizona Gold & Silver.


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Figure 23.1
Location of Projects Adjacent to Moss Mine

Source: Mako, January, 2026.


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23.1.2 Gold Chain Project (Westpoint Gold Corp.)

Westpoint Gold Corp. (Westpoint, formerly Gold79 Mines Ltd.) is exploring the Gold Chain Project which is located between three to five miles north of the Philadelphia project and approximately 11 miles north of the Moss Mine (see Figure 6). Westpoint has identified 3 main exploration areas detailed below (www.westpointgold.com).

The Main target and the focus of drilling to date is the Tyro vein system, which extends for approximately 3.4 km. The Tyro Vein system is a low sulfidation epithermal vein/stockwork zone.  The main zone had limited open cut mining in the 1980s, which exposed the stockwork nature of the vein in this area (Figure 23.2). Highlight of intersections are shown in Figure 23.3.

The other exploration targets are the Banner-sheep Trail Trend which is described as a +15 km mineralized structural corridor with multiple historical high-grade underground mines. Recent sampling in this area returned 15 samples > 10 g/t Au.

The third exploration target is the Frisco Graben Trend An area defined by geophysics, mapping and sampling that measures 750 m x 4 km with potential for a low sulfidation epithermal precious metal system.

At of the effective date of this report, Westpoint was planning to raise +$20 million for exploration and advancement of the Gold Chain Project.

Figure 23.2
Westpoint's Tyro Main Zone showing the Historical Mining Cut and Stockwork*

*Note: Figure taken from Westpoint's corporate presentation.


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Figure 23.3
Drilling Highlights of Westpoint's Tyro Main Zone*

*Note: Figure taken from Westpoint's corporate presentation.

23.1.3 Secret Pass Project (Northern Lights Resource Corp.)

Northern Lights Resources Corp. is exploring the Secret Pass Project located 6-7 miles northeast of the Moss Mine (Figure 23.1). There has been historic drilling at Secret Pass that is reported to have intersected epithermal and/or detachment fault-associated oxide gold and silver mineralization (https://www.northernlightsresources.com).

Approximately 14,000 metres were drilled in 126 drill holes by Santa Fe Mining Incorporated (Santa Fe Mining) and Fischer-Watt Mining Company (Fischer-Watt) between 1984 and 1991. In 2022, Northern Lights drilled 610 m in four diamond holes and identified a mineralized zone that extends approximately 245 m along strike to a depth of 180 m. The width of the zone varies between 7.6 m to 86 m, with an average with of about 36 m. Grades within this zone range between 2.8 and 40.4 g/t Au with a weighted average grade of 5.0 g/t Au.

Northern Lights is intending to continue to explore the property.


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24.0 OTHER RELEVANT DATA AND INFORMATION

This section discusses the previous mining, processing and environmental aspects of the Moss Mine Project which was an operating mine until the previous operator went into insolvency. The majority of the discussions were extracted from the previous July 1, 2021, Technical Report and updated where necessary.

Mako has acquired the Moss Mine Project out of bankruptcy and is in the process of bringing the Moss Mine Project back into full production as it has been refining the geological database and the geological model along with test mining various areas since acquiring the Project. The current mineral resources, as disclosed in Section 14 of this Technical Report, will most likely be used as the basis upon which Mako revises the production mine plan as it looks to revive full production at the Moss Mine Project.

24.1 Mining Methods

The Moss deposit was mined by conventional open pit hard rock mining methods by contract miner McCoy and Sons Inc. ("McCoy") with drilling and blasting subcontracted to WESCO. The original mine plan was based on a continuation of contract mining.

Mining of the deposit was accomplished with 70 ton to 100-ton rigid frame haul trucks and front-end loaders. Excavators were used for loading in areas where dilution could be an issue at ore-waste boundaries. Mining geometries were designed with nominal 200 ft operating widths to allow for equipment operating room. Mining occurred at 20-ft bench heights, and the pit configuration was triple benched with catch benches every vertical 60 ft.

24.1.1 Mine Design 

A total of four phase or pushback designs were developed to achieve the ultimate pit design. The Phase designs were practical expansions of the mine excavation that incorporate haul road designs, operating room for equipment and all practical mining requirements.

24.1.2 Design Parameters

The pit slope angles were based on recommendations from a March, 2017, report from Golder and Associates Inc. "Pit Slope Design Recommendations Moss Gold-Silver Project". The Golder report recommended that 55° interramp angles (70° bench face angle with 20 ft catch benches every vertical 60 ft) would be achievable. The report also mentioned that with excellent pre-split blasting results, the bench face angle can be increased from 70° to 80° resulting in an interramp angle of 63°.

The blasting operator achieved at least 80° bench face angles from pre-split blasting on the north side of the pit (footwall). The same results were not achieved on the south side of the pit (hanging wall). An interramp angle of 63° was used in phase designs on the north side of the pit, and an interramp angle of 55° was used on the south side of the pit based on the Golder report and discussions with the site as to how the mine was operating.


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24.1.3 Mining Pit Phase Progression

The pit phase progression was to occur in the order of least expensive gold ounces to mine to most expensive. The crusher location and the leach pad both south of the pit were to be left undisturbed by the phase designs.

24.1.4 Mine Production Schedule

The mine production schedule was based on the phase designs and the planned crusher feed rate. Sufficient waste was to be moved during the mine life to assure continued release of the required 11,000 tons per day ("t/d") process feed material. The cutoff grade of was estimated to be 0.006 oz/ton gold.

The crusher location is directly south of the central pit with a surge stockpile located at the crusher pocket. The crusher pocket was not large enough for trucks to direct dump into the crusher and all material was to be stockpiled and fed to the crusher with a CAT 988 front-end loader.

24.1.5 Waste Storage

The waste storage area is directly south of the east pit. Some of the historical waste was to be rehandled in the mining of Phase 3. The mine plan placed waste rock further south and higher than the configuration of the waste dump at the time.

The waste dump was to be constructed in 50 ft lifts at an angle of 2.5:1; with the angle to be achieved by leaving a 60 ft step-back every 50 ft lift.

24.2 Recovery Methods

The Moss Mine extracted gold and silver from the ore via heap leaching. The mined ore was crushed and conveyed to heaps where it is stacked. Following stacking, the leach pads were irrigated with dilute sodium cyanide solution. Gold and silver were dissolved as the sodium cyanide solution passes through the leach pads. The solution (referred to as pregnant solution) exited the leach pads and flowed to a pregnant solution pond. From the pregnant solution pond, the solution passed through a Merrill-Crowe plant where the gold and silver was precipitated out of solution using zinc powder. The precipitate was filtered, dried, and smelted to produce doré bars.

The following discussion presents a summary process flowsheet along with a process description. Also presented is a summary of process statistics from the operation.

24.3 Project Infrastructure

As the Moss Mine has been in production, sufficient infrastructure existed to produce gold and silver.

A power transmission line was constructed (approximately 11 miles) from Bullhead City to the mine site. The 24.9 kV power line was energized through Mohave Electrical Co- operative on September 9, 2020, allowing the mine to go off diesel power generation. However, a few of the diesel generators remained on site for backup.


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The total water demand at the mine site averaged about 225 gallons per minute (gpm). During peak periods water demand ranged from about 200 gpm up to 300 gpm. The principal source for the water supply was from pumped groundwater as well as pit de-watering. Make-up water demand was seasonal due to variations in the temperature, humidity and precipitation during the year. Make up water was trucked to site, when necessary.

All administration and support offices were located at the mine site. A warehouse was located off Silver Creek Road within Bullhead City limits. The warehouse was a 1,500 square foot building with a two-acre laydown yard.

Access to the fenced mine site was through a gate which was monitored 24-hours a day by site security personnel. Visitors were required to sign in and out and a badge system was installed for access to the site by authorized personnel.

There were no maintenance workshops or a truck shop for the mining contractor on site. However, an area on the existing waste rock facility was provided for the mining contractor to perform equipment maintenance.

Blasthole samples were prepared and analysed on site. The existing assay laboratory was housed in a shipping container for sample preparation. Two wooden sheds (12 x 32 ft) were retro-fitted to house the wet assay and fire assay laboratories. The laboratory was capable of processing about 160-180 samples per day during two shifts.

Goden Vertex provided company vans to transport personnel to and from the mine site. Employee parking was available at the warehouse in Bullhead City as there was limited parking at the mine site.

24.4 Environmental Studies, Permitting and Social or Community Impact

The Moss Mine authorized mining and processing facilities are located on patented lode claims (private lands), Arizona State lands, and unpatented lode claims on public lands administered by the BLM. A significant body of environmental and socio- economic work was conducted to support the Phase III Moss Mine Expansion and Exploration Project, approved by BLM on March 18, 2020, as the Moss Mine expanded from private lands to BLM administered lands.

The work was developed to support operational permit applications and as long as the operation did not exceed BLM-approved facility footprints, the entirety of the information was valid and credible for this analysis. The work, which included baseline data assessments and geochemical analysis, was supplemented continuously in conformance with applicable permit monitoring and reporting requirements while the mine operated.

There were no identified issues that would have prevent the mine from achieving any authorizations that were required to develop the resource to extend the mine life based on the data that had been collected to date.

24.4.1 Environmental

Key issues identified during BLM environmental analyses included air quality (dust emissions); biological resources including springs and riparian vegetation; bats and wildlife use and management; habitat corridors and fragmentation; special status species habitat and use; vegetation and invasive species; cultural and tribal resources; noise; public access and recreation; socioeconomics; visual resources; groundwater resources; and cumulative impacts.


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A baseline study program was completed in response to these key issues that supported the completion of the recently completed multiple Federal and State agency permitting and approval process.

24.4.2 Permitting

All land use and facility operating permits were in place to operate the Moss Mine. The following agencies served as Cooperating Agencies with BLM during the Phase III plan review and impact assessment processes: Arizona Department of Environmental Quality ("ADEQ"), Arizona Game and Fish Department, City of Bullhead City, Mohave County, and Fort Mojave Indian Tribe. The Arizona State Mine Inspector ("ASMI") oversees the reclamation plan on private lands.


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25.0 INTERPRETATION AND CONCLUSIONS

25.1 Conclusions

Mako has acquired the Moss Mine Project out of bankruptcy and the updated resource estimate indicates that there are sufficient resources at the mine site for the operation along with good exploration potential in the immediate district from which to pursue secondary mining areas should further exploration prove the existence of economic mineralization.

The QP notes that since the Oatman Mining District is well known for its production history, there should be further zones of economic mineralization waiting to be fully defined by well-run exploration programs given the recent sustained rise in metal prices.

Mako is also in the process of bringing the Moss Mine Project back into full production as it has been refining the geological database and the geological model along with test mining various areas since acquiring the Project. The current mineral resources will most likely be used as the basis upon which Mako revises the production mineplan as it looks to revive full production at the Moss Mine Project.

This report may disclose technical information, the presentation of which requires the Qualified Persons (QPs) to derive sub-totals, totals and weighted averages that inherently involve a degree of rounding and, consequently, introduce a margin of error. Where these occur, the QPs do not consider them to be material.

25.2 Metallurgical Testwork and Processing

The metallurgical testwork and operating performance at the Moss Mine demonstrate that the selected crushing and heap leach processing method is appropriate for the ore types mined to date. Laboratory column testing, bottle roll programs, and production reconciliation data show generally consistent gold recoveries and acceptable correlation between predicted and actual performance. Operational recoveries of approximately 75% for gold and 40% for silver are supported by both historical testwork and cumulative production data.

Gold recovery performance is stable and predictable, with leach kinetics consistent with partial encapsulation and diffusion-controlled extraction during later stages of leaching. Silver recovery is more variable and exhibits slower leach kinetics, resulting in greater uncertainty in forecasting; however, observed operational performance supports the recovery assumptions applied in this report.

The substantial operating history since 2018 provides a strong empirical basis for metallurgical recovery projections. No deleterious elements have been identified that materially impact processing performance under current operating conditions. The metallurgical database is considered sufficient to support the recovery assumptions used in this Technical Report.

To maintain and enhance confidence in long-term recovery projections, the following is recommended:


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These recommendations are intended to support ongoing reconciliation, optimize heap leach performance, and ensure that recovery assumptions remain valid as ore characteristics evolve over the life of mine.

25.3 Mineral Resource Estimate

25.3.1 Introduction

The mineral resource estimate was carried out by Chris Keech, P.Geo., Principal Geologist of CGK Consulting Services Inc (CGK) using MineSight® version 15.4 software for the development of the block model gold and silver block grade estimates and Geostokos Toolkit® for variography analysis of the composited gold and silver grades. Mr. Keech is a Qualified Person and is independent of Mako as defined by NI 43-101.

The mineral resources estimate for the Moss Mine Project has been carried out in accordance with the CIM's "Estimation of Mineral Resources and Mineral Reserves Best Practice Guidelines" (November 2019). The mineral resources have been generated from drill hole data the interpretation of a geological model that identifies the spatial distribution of the gold and silver grades. The interpolation parameters have been defined based on the drill hole data and the geological interpretation and geostatistical analysis of that data.

The mineral resources have been classified by proximity to data locations and the quality of the data and have been reported in accordance with CIM's "Standards on Mineral Resources and Reserves" (May 2014) as required by NI 43-101.

25.3.2 Drill Hole Database

The drill hole data inside the block model area consists of 1,169 drill holes totalling 452,086 ft of drilling with 87,471 sample intervals. RC drilling has contributed more than 55% of the drill holes and more than 81% of the sample intervals to the drill hole database inside the block model limits. Next are the core drill holes, which have contributed 11% of the holes and 12% of the sample intervals. The remaining 33% of the drill holes are short rotary holes which account for 6% of the sample intervals.

25.3.3 Geological Model

The Geological Block Model was constructed based on four wireframe solids that represent the Stockwork mineralization, the Moss Vein, the Ruth Vein and a higher-grade Reynolds Stockwork mineralization. This interpretation was developed by Mr. Gary Wong, P.Eng of PDM Technical Services Ltd. on Northwest facing cross-section. In addition to these wireframe solids, two surfaces were also considered, one representing the Canyon fault and the other representing the geological contact between the Intrusive rocks in the east with the Volcanic rocks in the west.


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This geological interpretation was used to code the block model and develop 10 geological domains.

The Stockwork mineralization has been divided into three domains, East Stockwork Intrusive, West Stockwork Intrusive and Volcanic Stockwork Intrusive. Inside the East Stockwork, lies the Ruth and Moss Veins. The Moss Vein dips steeply to the south, while the Ruth Vein dips moderately to the north.  Both veins are enveloped by the Stockwork style mineralization.

The drill hole assays were coded using the block model to assign the geological codes that were used to carry out the Exploratory Data Analysis and Variography.

25.3.4 Exploratory Data Analysis

Statistical and graphical summaries of the gold and silver grades were produced to understand the distribution of the grades in the deposit. The statistical and graphical summaries include histograms, log-probability plots, side-by-side boxplots, scatterplots, decile analysis plots and contact plots. The assays were separated by mineralised zone to examine the distribution of the gold and silver assay grades. The results of this analysis were used to develop the estimation parameters.

25.3.5 Composites

Analysis of the samples lengths shows that 87% of the assays inside the block model area are 5 ft in length.  Compositing the drill hole assay intervals provide a common sample support for the estimation algorithm. The selected bench height for the block model is 20 ft and often a half bench height (10 ft) is a good choice for a composite length, as there is some variance reduction, but not too much, and there is a reduction in the number of data to be used by the estimation algorithm. Therefore, a 10 ft composite length was chosen for the estimation of gold and silver grades. The compositing started at the collar of the hole and proceeded at 10 ft regular intervals down the drill holes.

25.3.6 Density

A total of 506 specific gravity determinations were performed on drill core samples collected from material within the mineralized zones. These determinations were performed by ALS Chemex laboratory using unsealed immersion technique to measure the weight of each sample in air and in water (ALS Chemex standard OA-GRA08).

Previous work with the 506 SG determinations has shown that material within 40 ft of the surface has a lower dry bulk density of 2.51 g/cm and that material below 40 ft depth has a higher dry bulk density of 2.58 g/cm.

However, a tonnage factor of 12.35 cu-ft/short ton has been used by Moss Mine since the mine opened, and this factor has proven to be sufficiently accurate to be considered reliable in estimating the mined tonnage.  This is equivalent to a dry density of 2.59 g/cm.


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Consequently, for this mineral resource estimate, the QP for this section of the report recommends continuing the use of 12.35 cu-ft/short ton as the tonnage factor for estimating all in-situ tonnage estimated in the block model.

25.3.7 Block Model

A 3D block model was constructed using MineSight® 15.4 software with the dimensions shown in Table 14.10. The block size was chosen to reflect a potential selective mining unit (SMU) of 20 ft x 20 ft x 20 ft, given the anticipated open-pit mining scenario. The block model covers an area of approximately 10,000 ft by 4,000 ft in plan view, and approximately 2,200 ft vertically. The block model coordinates are in local coordinates, which are based on Arizona State Plane West Zone, 0203; UTM 12.

The estimation of gold and silver grades was carried out using ordinary kriging in MineSight® 15.4 software using a three-pass search strategy to use the most local 10ft composite data to a block location being estimated.

25.3.8 Gold Grade Estimation Parameters

The following is a summary of the parameters used to estimate the block gold grades by domain in the block model.

 Capped gold grade 10 ft composites were used for ordinary kriging into the blocks in the model for domains 1, 2, 3, 4, 5, 6, 7, 8, 9, 10.

 In addition to capping the 10 ft gold composite grades, an outlier restriction of 40 ft was used for domains 1, 2, 3, and 10; and an outlier restriction of 60 ft was used for domains 4, 5 and 9 (Stockwork). The grade thresholds for the outlier restriction were taken from the Decile Analysis results. No outlier restrictions were used for domains 6, 7 and 8 (Ruth and Moss Veins).

 Geological boundaries are based on the domain wireframes, and the domain codes were assigned to the block model and used to control the selection of the 10 ft composites and the blocks to be estimated. There was no sharing of composites across the domain boundaries.

 Spatial 3D mathematical models were fitted to the experimental semi-variograms for each of the domains and used for ordinary kriging of the blocks in the model.

 A three-pass search strategy was used with the ranges based on the drill hole spacing and semi-variogram models. The search ellipsoids were expanded to ensure a reasonable amount of the blocks in each domain were estimated.

 A minimum of four and maximum of 16 composites were required to make a block estimate, with a maximum of four from a single drill hole for pass 1.

 A minimum of eight and maximum of 16 composites were required to make a block estimate, with a maximum of four from a single drill hole for pass 2.

 A minimum of 12 and maximum of 16 composites were required to make a block estimate, with a maximum of four from a single drill hole for pass 3.


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25.3.9 Silver Grade Estimation Parameters

The following is a summary of the parameters used to estimate the block silver grades by domain in the block model.

 Capped silver grade 10ft composites were used for ordinary kriging into the blocks in the model for domains 1, 2, 3, 4, 5, 6, 7, 8, 9, 10.

 In addition to capping the 10ft silver composite grades, an outlier restriction of 40ft was used for domains 1, 2, 3, and 10; and an outlier restriction of 60ft was used for domains 4, 5 and 9 (Stockwork).  The grade thresholds for the outlier restriction were taken from the Decile Analysis results.  No outlier restrictions were used for domains 6, 7 and 8 (Ruth and Moss Veins).

 Geological boundaries are based on the domain wireframes, and the domain codes were assigned to the block model and used to control the selection of the 10ft composites and the blocks to be estimated.  There was no sharing of composites across the domain boundaries.

 Spatial 3D mathematical models were fitted to the experimental semi-variograms for each of the domains and used for ordinary kriging of the blocks in the model.

 A three-pass search strategy was used with the ranges based on the drill hole spacing and semi-variogram models. The search ellipsoids were expanded to ensure a reasonable amount of the blocks in each domain were estimated.

 A minimum of four and maximum of 16 composites were required to make a block estimate, with a maximum of four from a single drill hole for pass 1.

 A minimum of eight and maximum of 16 composites were required to make a block estimate, with a maximum of four from a single drill hole for pass 2.

 A minimum of 12 and maximum of 16 composites were required to make a block estimate, with a maximum of four from a single drill hole for pass 3.

25.3.10 Classification of Mineral Resources

To classify the block model grade estimates for the Moss Mine Project into the mineral resource categories of measured, indicated, and inferred, a statistical approach is employed to develop a classification scheme that complies with the CIM Best Practice Guidelines and NI 43-101 Regulations for the reporting of Mineral Resources and Mineral Reserves.

The underlying philosophy of this approach is to quantify the uncertainty of estimated contained metal in quarterly and yearly production.  The uncertainty (or reliability) of estimation is a function of the spatial variability of the mineralization and the sample spacing.

Once the spatial variability of the mineralization is quantified through some type of spatial correlation function (semi-variogram, correlogram, etc.), it is possible to estimate the uncertainty of estimation for different sampling spacing and patterns over the two time periods.

A drill hole spacing study is carried out to determine the sample spacing and pattern that allows yearly production to be predicted to within 15% with a 90% confidence.  This forms the basis for classifying indicated resources.


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In a similar way the pattern and spacing are developed to form the basis for classifying measured resources. (The exact procedure for determining the confidence limits and grid spacing is given in Davis, B. M., Some Methods of Producing Interval Estimates for Global and Local Resources, SME preprint 97-5, 4 p.)

For the Moss Mine Project, measured material is considered known within ±15% with a 90% confidence a quarterly production period, and indicated material is considered known within ±15% with a 90% confidence for an annual production period. The methodology considers an idealised block representing a one-month production period. Then a series of grids of different drill hole spacings are used to krige the idealized block to calculate the kriging variance. The idealized block for a one-month production period is approximately a panel of 430 ft by 430 ft by 20 ft. The kriging variance needs to be adjusted by the square of the CV to obtain a relative variance as normalized semi-variogram models were used to krige the panel. The kriging variance is then divided by the 3 to get the quarterly production variance and by 12 to get the annual production variance. This gives the sample spacing for the measured and indicated categories.

The sample spacing information is then translated into a set of proximity of drill hole sampling-based classification rules. A 75 ft by 75 ft drill hole spacing would be sufficient to predict the block grade estimates within ±15% 90% of the time on a quarterly basis. This material would be considered as measured.  A 200 ft by 200 ft drill hole spacing would be sufficient to predict the block grade estimates within ±15% 90% of the time on an annual basis. This material would be considered as indicated.

The rules used to delineate the mineral resources are defined as follows:

 Measured - minimum of 3 holes inside a 60 ft radius

 Indicated - minimum of 3 holes inside a 160 ft radius or a minimum of 2 holes inside a radius of 80ft or a minimum of one hole inside a radius of 50 ft.

 Inferred - are the remaining estimates up to 600 ft search radius.

The resulting codification of the block in the mode was then smoothed looking for continuous clusters of blocks that are measured or indicated to remove any possible "spotted dog" effect.  The "spotted dog" effect is the term used to describe isolated areas of measured or indicated material that is caused by the classification rules and isolated drill holes. Figure 14.19 displays a plan view of the classification as coded based on the rules listed above. Figure 14.20 displays a plan view after removing the isolated patches of measured and indicated material.

Summary statistics of the amount of data and distance to that data were generated to confirm the reliability of block gold grade estimates. Table 14.18 display summary statistics for the comparative confidence in the block model estimates including: the number of informed octants (NOCT), the number of drill holes used for a block estimate (NHOL), the number of composites used for a block estimate (NCMP), the distance to the nearest composite (NDIST), the average distances to the composites (ADIST), the distance to the farthest composite (FDIST), the kriging variance (OKVAR), the slope of regression (OKSLP) and the kriging efficiency (OKEFF).


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A typical measured block gold grade estimate is informed by 16 composites from 5 drill holes in 5 octants with an average distance of 79.5 ft, kriging variance of 0.2176, a slope of regression of 0.9345, and a kriging efficiency of 68.4%.

A typical indicated block gold grade estimate is informed by 15 composites from 5 drill holes in 5 octants with an average distance of 140.3 ft, kriging variance of 0.3192, a slope of regression of 0.8791, and a kriging efficiency of 53.2%.

A typical inferred block gold grade estimate is informed by 9 composites from 3 drill holes in 3 octants with an average distance of 342.3 ft, kriging variance of 0.6835, a slope of regression of 0.4645, and a kriging efficiency of -8.4%.

25.3.11 Reasonable Prospects of Eventual Economic Extraction

To meet the CIM requirements of reasonable prospects of eventual economic extraction, an optimized pit shell was used to limit the mineral resources estimate at depth. A mineral resource pit shell limit was built by GVC using MineSight software by means of a Lerchs-Grossmann pit design method using the parameters listed in Table 25.1. The pit ("solid PIT19 $2500 MII") was optimized using material classified as measured indicated and inferred.

Table 25.1
Summary of Parameters for Mineral Resources Pit Resource Shell

Description Open Pit Shell
Mining Cost (US$/ton) $3.18
Mining Fill Cost (US$/ton) $1.91
Processing Cost (US$/ore ton) $5.81
G&A Cost (US$/ore ton) $0.77
Refinery Services and logistics Cost ($US/ore ton) $0.28
Gold Price (US$/oz) $2,500
Silver Price (US$/oz) $29.20
Royalties (%) 0%
Gold Recovery Factor (%) 75%
Silver Recovery Factor (%) 33%
Pit Slope - Constant (degrees) 55°
Breakeven Cut-off Grade (Au oz/ton) 0.005

25.3.12 Mineral Resource Estimation Tabulation

The mineral resource estimate was completed by Mr. Chris Keech, P.Geo., a Qualified Person as defined in NI 43-101 and who is independent of Golden Vertex Corp., the limiting pit shell for the mineral resources estimate was developed by Mr. G. Vejar, Senior Mine Engineer of Mako. The open pit mineral resources are stated within the mineral resource pit shell and below the previously mined surface.


Mako Mining Corp.

The measured and indicated mineral resources are inclusive of those mineral resources modified to produce mineral reserves. The mineral resource figures have been rounded to reflect that they are estimates. Mineral resources that are not mineral reserves do not have demonstrated economic viability. The estimate of mineral resources may be materially affected by environmental, permitting, legal, title, taxation, socio-political, marketing, or other relevant issues. The Qualified Person for this section of the report is not aware of any issues that would materially affect the estimate of the mineral resources as of the date of this report.

There has been insufficient exploration to define the inferred resources as an indicated or measured mineral resources. It is uncertain if further exploration will result in upgrading them to an indicated or measured mineral resources category

The mineral resource pit shell was developed using the parameters list in Table 25.1

Table 25.2 presents a summary of the open pit mineral resources inside the mineral resource pit shell at a series of cut-off grades. The breakeven gold cut-off grade is calculated by Golden Vertex to be 0.005 oz/ton Au. Table 25.3 presents a summary of the mineral resources inside the mineral resource pit shell at the 0.005 oz/ton Au cut-off by the mineral resource categories.

The open pit mineral resources for the Moss Mine Project are estimated to be 62.9 Mtons of measured and indicated material grading 0.0103 oz/ton Au and 0.1081 oz/ton Ag for a total of 646 koz of gold and 6.8 Moz silver. There are additional inferred open pit mineral resources, which are estimated to be 13.6 Mtons grading 0.0090 oz/ton Au and 0.0427 oz/ton Ag for a total of 122 koz of gold and 0.58 Moz silver.

Table 25.2
2025 Mineral Resource Estimate Sensitivity Analysis for a Series of Cut-Off Grades*

Category Cutoff oz/ton
AuEq.
k tons AuEq
oz/t
Au
oz/t
Ag
oz/t
Au
(koz)
Ag
(koz)
Measured >= 0.0030 14,302 0.0093 0.0088 0.1091 126 1,560
>= 0.0040 12,423 0.0102 0.0096 0.1203 119 1,494
>= 0.0050 10,527 0.0113 0.0106 0.1330 112 1,400
>= 0.0060 8,525 0.0126 0.0119 0.1489 101 1,269
>= 0.0070 6,696 0.0143 0.0135 0.1682 90 1,126
Indicated >= 0.0030 67,370 0.0092 0.0087 0.0896 586 6,036
>= 0.0040 60,133 0.0099 0.0094 0.0957 565 5,755
>= 0.0050 52,383 0.0107 0.0102 0.1031 534 5,401
>= 0.0060 44,282 0.0116 0.0111 0.1125 492 4,982
>= 0.0070 36,136 0.0128 0.0122 0.1251 441 4,521
Measured and Indicated >= 0.0030 81,672 0.0092 0.0087 0.0930 712 7,597
>= 0.0040 72,556 0.0100 0.0094 0.0999 685 7,249
>= 0.0050 62,910 0.0108 0.0103 0.1081 646 6,801
>= 0.0060 52,807 0.0118 0.0112 0.1184 593 6,251
>= 0.0070 42,832 0.0130 0.0124 0.1318 531 5,647


Mako Mining Corp.

Category Cutoff
oz/ton AuEq.
k tons AuEq
oz/t
Au oz/t Ag oz/t Au
(koz)
Ag
(koz)

Inferred

>= 0.0030

17,178

0.0081

0.0079

0.0404

136

694

>= 0.0040

15,322

0.0087

0.0085

0.0417

130

639

>= 0.0050

13,587

0.0092

0.0090

0.0427

122

580

>= 0.0060

11,573

0.0099

0.0096

0.0440

111

509

>= 0.0070

9,280

0.0107

0.0105

0.0463

97

430

*Notes: Mineral resources are estimated in conformance with the CIM mineral resource definitions referred to in NI 43-101 Standards of Disclosure for Mineral Projects. This mineral resource estimate covers the Moss Mine Project. Mineral resources that are not mineral reserves do not have demonstrated economic viability. The quantity and grade of the reported inferred mineral resources in this estimation are conceptual in nature and are estimated based on limited geological evidence and sampling. Geological evidence is sufficient to imply but not verify geological and grade or quality continuity. For these reasons, an inferred mineral resource has a lower level of confidence than an indicated mineral resource, however it is reasonably expected that most of the inferred mineral resources could be upgraded to indicated mineral resources with continued exploration. Mineral resources are reported within an optimized constraining shell using a gold price of US$2,500/oz and a silver price of US$29.2/oz with a gold recovery of 75% and a silver recovery of 33%. Gold grades were estimated using 10ft capped composites within 10 geological domains using ordinary kriging. Summation errors may occur in the tabulated results due to rounding.

Table 25.3
Summary of 2025 Mineral Resource Estimate by Classification Category*

Category

Cut-off
oz/ton AuEq.

k tons

AuEq
oz/t

Au oz/t

Ag oz/t

Au
(koz)

Ag
(koz)

Measured

0.005

10,527

0.0113

0.0106

0.1330

112

1,400

Indicated

0.005

52,383

0.0107

0.0102

0.1031

534

5,401

Measured + Indicated

0.005

62,910

0.0108

0.0103

0.1081

646

6,801

Inferred

0.005

13,587

0.0092

0.0090

0.0427

122

580

*Notes: Mineral resources are estimated in conformance with the CIM mineral resource definitions referred to in NI 43-101 Standards of Disclosure for Mineral Projects. This mineral resource estimate covers the Moss Mine Project. Mineral resources that are not mineral reserves do not have demonstrated economic viability. The quantity and grade of the reported inferred mineral resources in this estimation are conceptual in nature and are estimated based on limited geological evidence and sampling. Geological evidence is sufficient to imply but not verify geological and grade or quality continuity. For these reasons, an inferred mineral resource has a lower level of confidence than an indicated mineral resource, however it is reasonably expected that most of the inferred mineral resources could be upgraded to indicated mineral resources with continued exploration. Mineral resources are reported within an optimized constraining shell using a gold price of US$2,500/oz and a silver price of US$29.2/oz with a gold recovery of 75% and a silver recovery of 33%. Gold grades were estimated using 10ft capped composites within 10 geological domains using ordinary kriging. Summation errors may occur in the tabulated results due to rounding.

25.4 Risks and Opportunities

All mineral resource projects have a degree of uncertainty or risk associated with them which can be due to technical, environmental, permitting, legal, title, taxation, socio-economic, marketing and political factors, among others. All mineral resource projects also present their own opportunities. Table 25.4 outlines some of the Moss Mine Project risks, their potential impact and possible means of mitigation. Table 25.4 also outlines some of the Moss Mine Project opportunities and potential benefits.


Mako Mining Corp.

Table 25.4
Risks and Opportunities at the Moss Mine Project

Risk Description and Potential Impact Possible Risk Mitigation
Local grade continuity. Poor grade continuity. Further develop and extend the structural model to other areas on the Moss Mine Project. Use the structural model in designing the drilling programs.
Local density variability. Misrepresentation of the in-situ tonnes, which also affects the in-situ metal content estimate. It is recommended to develop a procedure of collecting density measurements spatially throughout the deposit at regular intervals and implement their use in future mineralization models.
Geologic Interpretation. If geologic interpretation and assumptions (geometry and continuity) used are inaccurate, then there is a potential lack of gold grade or mineralization continuity. Continue infill drilling to upgrade mineral inventory to the Measured and Indicated categories.
Void Locations. If technical knowledge of the historic mine infrastructure is incomplete, then this deficiency could lead to local inaccuracies of the mineral resources and potential safety exposures Conduct drilling and surveys to validate void locations and document intersected workings and refine void management plan.
Metallurgical recoveries might be overstated as they are based on limited testwork. Gold recovery might be lower than what is currently being assumed. A lower recovery will increase the economic cut-off grade. Conduct additional metallurgical tests.
Difficulty in attracting experienced professionals. Technical work quality will be impacted and/or delayed. Refine recruitment and retention planning and/or make use of consultants.
Conceptual mine plans are based on limited geotechnical testwork. Mining methods and dimensions selected might be different than what is currently being assumed. Incorporate more comprehensive geotechnical data from drilling.
Conduct additional geotechnical assessment and analysis.
Opportunities Explanation Potential Benefit
Surface and underground exploration drilling. Potential to identify additional prospects and mineral resources. Adding mineral resources increases the economic value of the mining project.
Potential improvement in metallurgical recoveries. Additional metallurgical testwork can be performed to determine if recovery can be improved through ore sorting, flotation or cyanidation. Lower capital and operating costs.
Potential improvement in mining assumptions. Geotechnical analysis may determine mining methods and dimensions can be improved. Improved mining assumptions may lower costs and reduce the cut-off grade for the mineral resource estimation.


Mako Mining Corp.

26.0 RECOMMENDATIONS

26.1 Mine Geology/Exploration Budget

The current pits will require laybacks to access the additional resources that have been identified. It is recommended to complete a diamond drilling campaign and collect geotechnical information from several key areas and complete a geotechnical assessment of the pits. In addition, detailed mapping of the core is recommended, especially in the Reynolds pit area to determine the geologic controls at Reynolds. This logging should be augmented with a core scanning method to collect hyperspectral information which can be used in the regional exploration program. The recommended budget for the mine geology and exploration program is summarized in Table 26.1.

Table 26.1
Budget Summary for the Moss Mine Geology and Exploration Program

Description

 

Cost $ US

Drilling Costs

Sub-Total:

$778,185

 

Mobilization and De-mobilization

 

$30,000

 

Direct Drilling Costs (4,650 ft @ $67/ft)

 

$311,085

 

Drilling Support Costs (estimate/foot = $94)

 

$437,100

Geotechnical Study Phase 1

Sub-Total:

$38,065

 

Site Visit

 

$11,049

 

Representative Field Mapping

 

$11,329

 

Reporting

 

$12,624

 

Administration and Project Management

 

$3,063

Geotechnical Study Phase 2

Sub-Total:

$172,001

 

Geotechnical Core Logging

 

$44,803

 

Televiewer Processing/Reconciliation

 

$10,428

 

Laboratory Testing Program

 

$17,568

 

Develop and Update Geotechnical model

 

$29,726

 

Geotechnical Analysis

 

$31,539

 

Preparation of Report

 

$31,666

 

Administrative and Project Management

 

$6,271

 

 

Total:

$988,251

26.2 Regional Exploration Budget

The regional geology at the Moss Mine Project is very permissive of the potential to make multiple, additional discoveries. Systematic exploration of the large land package at the Moss Mine Project will require multiple years of phased exploration programs. The initial program should consist of detailed geological mapping and sampling of outcropping vein/ breccia zones using multi-element geochemistry. During this program, samples should be taken for hyperspectral analysis. Target areas should be prioritized by sample results and proximity to the mine. Data should be entered into an Access database.


Mako Mining Corp.

Once several targets have been identified they should be drilled in a Phase 1 drilling program (Table 26.2), then depending on results, advance to a more detailed drilling program in Phase 2 (Table 26.3).

Table 26.2
Regional Exploration Recommended Budget - Phase 1

Description - Phase 1 Cost $ US
Phase 1 Target Definition Sub-Total: $108,000
  Modeling & Mapping - Geological Consulting   $50,000
  Access Database   $8,000
  Hyperspectral Scanning   $50,000
Phase 1 Direct Drilling Costs Sub-Total: $668,050
  Environmental & Safety   $1,361
  Direct Diamond Drilling Cost   $571,494
  Laboratory - Assays   $58,974
  Upgrade Core Logging & Storage Facility   $32,100
  Welding, Compressor etc.   $4,121
Phase 1 Drilling Support Sub-Total: $212,160
  Workforce (Consultants)   $156,000
  Travel Expense - Airfare, Rail, Mileage   $19,999
  Site Preparation   $34,961
  Machinery & Equipment Maintenance   $480
  Mechanical Parts - By Inventory   $720
Phase 1 Office Costs Sub-Total: $30,041
  Office Logistics & Supplies   $30,041
  Phase 1 Sub-Total: $1,018,251

Table 26.3
Regional Exploration Recommended Budget - Phase 2

Description - Phase 2

Cost $ US

Phase 2 Direct Drilling Costs

Sub-Total:

$953,925

 

Environmental & Safety

 

$2,041

 

Direct Diamond Drilling Cost

 

$857,241

 

Laboratory - Assays

 

$88,462

 

Welding, Compressor etc.

 

$6,181

Phase 2 Drilling Support

Sub-Total:

$318,240

 

Workforce (Consultants)

 

$234,000

 

Travel Expense - Airfare, Rail, Mileage

 

$29,999

 

Site Preparation

 

$52,441

 

Machinery & Equipment Maintenance

 

$720

 

Mechanical Parts - By Inventory

 

$1,080

Phase 2 Office Costs

Sub-Total:

$45,061

 

Office Logistics & Supplies

 

$45,061

 

Phase 2 Sub-Total:

$1,317,226

 

Total Phase 1 + Phase 2:

$2,335,477



Mako Mining Corp.

The budget presented in Table 26.1, Table 26.2 and Table 26.3 summarizes Mako's estimated costs for completing the work at the Moss Mine as well as potentially two phases of regional exploration program.

It is the opinion of the QPs that all of the recommended work is warranted and that only the location of the actual drilling needs to be re-evaluated, as assay results are obtained from the drilling as the program progresses. The QPs appreciate that the nature of the programs and expenditures may change as the further studies are undertaken, and that the final expenditures and results may not be the same as originally proposed. The QPs believes that second phase of the regional exploration may change depending on the results obtained during the first phase of drilling and that Mako revisits the estimated budget for the second phase prior to execution of the second phase.

The QPs are of the opinion that the recommended work program and proposed expenditures are appropriate and well thought out. The QPs believe that the proposed budget reasonably reflects the type and amount of the contemplated activities, at this time.

26.3 Further Recommendations

In addition to the above exploration and drilling programs at the Moss Mine Project and regionally the QPs make the following recommendations:

1) Continue to conduct infill and exploration drilling at the Moss Mine Project and update the resource estimates as drill campaigns are completed.

2) Conduct periodical Acid-Base testing to ensure there is no acid drainage issues at the Moss Mine Project and any secondary mineralized zones that are subject to exploration.

3) Conduct further metallurgical testwork on any secondary mineralized zones that are subject to exploration as various zones may have different recoveries based upon the mineralization found within each zone.


Mako Mining Corp.

27.0 REFERENCES

27.1 General Publications and Report References

Addwest Minerals International Ltd., (June, 1997), Moss Mine Project, Arizona, Company report.

Arizona Department of Environmental Quality, (2013), Moss Mine Pilot Project, Permit Determination No. 57435.

Baum, W. and Lherbier, L.W., (December 17, 1990), Cyanide Leach Tests and Mineralogical Characterization of Gold Ore Samples from the Moss Mine Project, Consultancy report to Billiton Minerals.

Berry, K., (December 6, 2018), Northern Vertex Press Release: "Northern Vertex Partners with Maverix On US$20 Million Stream Increases Fully Subscribed Private Placement to US$8 Million Announces Retirement Of Sprott Senior Debt"

Bureau of Land Management, (December, 2014), Various reports secured online (www.blm.gov) relating to NVMC's claims.

Brownlee, D., (August 23, 2014), Report on Geological Model, Moss Project, Arizona, USA.

Brownlee, D., (December 31, 2013), Verification of Golden Vertex Corp., Moss Mine Drill Hole Database.

Clifton, C.G., Buchanan, L.J., and Durning, W.P., (1980), Exploration procedure and controls of mineralization in the Oatman mining district, Oatman, Arizona, Society of Mining Engineers of AIME preprint #80-143.

Cuffney, R.G., (2013), Moss vein - Phase II pit geological map 1:1500, unpublished geological map for Golden Vertex Corp.

Cuffney, R.G., (2015), Moss project, gold and silver mineralogical associations, unpublished consultant's report for Golden Vertex Corp.

Cuffney, R.G., (2016), Report on the Moss-Silver Creek 2016 Exploration Program, unpublished geological map for Golden Vertex Corp.

Cuffney, R.G., (2020), Geological map of the 3A/3B leach pad area 1:1500, unpublished consultant's report for Golden Vertex Corp.

Cuffney, R.G, and Eastwood, D.A.,(February, 2013), Moss Mine Project Logging Guide.

Dewitt, E, Thorson, J.P., and Smith, R.C., (1986), Geology and gold deposits of the Oatman district, northwestern Arizona. U.S. Geological Survey Open File Report OF 86-0638.

Durning, W.P. and Buchanan, L.J., (1984), The Geology and Mineral Deposits of Oatman, Arizona, Arizona Geological Society Digest, Vol. 15, pp.141-158.


Mako Mining Corp.

Eastwood, D.A., (2011), Moss claims - Geology and geochemistry, unpublished geological report for MinQuest.

Ferguson, C.A., McIntosh, W.C., and Miller, C.F., (2013), Silver Creek caldera - The tectonically dismembered source of the Peach Spring Tuff, Geology, 41:3-6.

Ferguson, C.A., Pearthree, P.A., Johnson, B.J., Guynn, G., and McCosby, J.B., (2017), Geologic Map of the Oatman 7 ½' Quadrangle, Mohave County, Arizona, Arizona Geological Survey Digital Geologic Map 119.

Godden, S.J., (November 23, 2014), Consultancy report to Golden Vertex Corporation, Moss Mine Gold-Silver Project, Mineralogical and Metallurgical Review.

Godden, S.J., (October 9, 2014), Consultancy report to Golden Vertex Corporation, Moss Mine Gold-Silver Project, 2013 to 2014 Mineral Resource Estimates' Reconciliation (Summary).

Godden, S.J., (October 22, 2014), Consultancy report to Golden Vertex Corporation, Moss Mine Gold-Silver Project, Phase I Heap Leach Metallurgical Performance and Gold Recovery Analysis.

Godden, S.J., (October 27, 2014), Consultancy report to Golden Vertex Corporation, Moss Mine Gold-Silver Project, Updated Phase I Reconciliation - Extracted Material to 2014 Mineral Resource Model.

Golder Associates, Inc. (March 10, 2017), Pit slope Design Recommendations, Mos Gold- Silver Project, Mohave County, Arizona.

Heald, P., Foley, N.K. and Hayba, D.O., (1987), Comparative Anatomy of Volcanic-Hosted Epithermal Deposits: Acid-Sulfate and Adularia-Sericite Types, Economic Geology, Vol. 82, pp.1-26.

Henley, R.W. and Ellis, A.J., (1983), Geothermal Systems Ancient and Modern: A Geochemical Review. Earth-Science Reviews, Vol. 19, pp. 1-50.

Hudson, D. M., (September, 2011), Petrography of selected samples from the Moss Mine, Mojave County, Arizona, Consultancy report for Kappes, Cassiday & Associates, Reno, Nevada.

John, D.A., (2001), Miocene and Early Pliocene Epithermal Gold-Silver Deposits in the Northern Great Basin, Western United States: Characteristics, Distribution, and Relationship to Magmatism. Economic Geology, Vol. 96, pp. 1827-1853.

Kappes, Cassiday & Associates, (March, 2011), Consultancy report to Patriot Gold Corporation, Moss Mine, Report on Metallurgical Testwork.

Kappes, Cassiday & Associates, (November, 2012), Consultancy report to Patriot Gold Corporation, Moss Mine Project, Report on Metallurgical Testwork.

Kappes, Cassiday & Associates, (July 30, 2012), Consultancy report to Golden Vertex Corporation, Moss Mine, Report on Metallurgical Testwork.

Larson, L.T., (2013), Petrographic report on polished thin sections from Moss mine project, Arizona, unpublished consulting report for Golden Vertex Corp.


Mako Mining Corp.

Larson, L.T., (2015), Petrographic report on 14 polished thin sections from Moss mine project, Arizona, unpublished consulting report for Golden Vertex Corp.

Lausen, C., (1931), Geology and ore deposits of the Oatman and Katherine districts, Arizona, Arizona Bureau of Mines Bull.131.

M3, (November 22, 2017), NI 43-101 Technical Report, Preliminary Economic Analysis, Moss Gold-Silver Project Phase III, Mine Life Extension, Mohave County, Arizona, USA, prepared for Northern Vertex Mining Corp.

M3, (July 13, 2015), NI 43-101 Technical Report, Feasibility Study for Moss Gold-Silver Project, Mohave County, Arizona, USA, prepared for Northern Vertex Mining Corp.

Malach, R., (1977), Adventurer John Moss: Gold Discovery in Mohave County, Kingman, Arizona, Mohave County Board of Supervisors.

McClelland Laboratories, Inc., (May 29, 1991), Direct Agitation Cyanidation Testwork - Moss Bulk Ore and Cuttings Samples, Consultancy report to Magma Copper Company.

McClelland Laboratories, Inc., (January 29, 1992), Direct Agitation Cyanidation Testwork - Moss Cuttings Intervals, Consultancy report to Magma Copper Company.

McClelland Laboratories, Inc., (February 11, 2013), Heap Leach Amenability Evaluation - Various Crusher Product Ore Samples from the Moss Project, Consultancy report to Northern Vertex Mining Corporation.

McClelland Laboratories, Inc., (April 26, 2013), Heap Leach Amenability Evaluation - Lower Grade Moss Composite, 2 x Thru Rolls #2, Consultancy report to Northern Vertex Mining Corporation.

Metcon Research, (June, 2008), Crush Size Study - Locked Cycle Column Leach on Oxide Composite, Consultancy report to Patriot Gold Corporation.

MineFill Services, Inc., (December 30, 2014), Technical Report on the 2014 Mineral Resource Update - Moss Mine Gold-Silver Project, Mohave County, Arizona, USA for Northern Vertex Mining Corporation.

Pamukcu, A.S., Carley, T.L., Gualda, G.A.R., Miller, C.F., and Ferguson, C.A., (2013), The evolution of the Peach Springs giant magma body: evidence from accessory mineral textures and compositions, bulk pumice and glass geochemistry, and rhyolite MELTS modelling, Jour. Petrology vol 54, No. 6, pp. 1109-1148.

Ransome, F.L., (1923), Geology of the Oatman Gold District, Arizona, USGS Bulletin 743.

Richey, Jacob R., Cuffney, Robert G., House, Adam, and Young, John, (October 8, 2021), Technical Report on the Mineral Resource, Mineral Reserve, and Mine Plan for the Moss Mine, prepared for Elevation Gold Mining Corporation.

Schrader, F.C., (1909), Mineral Deposits of the Cerbat Range, Black Mountains and Grand Wash Cliffs, Mohave County, Arizona, USGS Bulletin 397.


Mako Mining Corp.

Sherman, J.E. & Sherman, B.H., (January 2002, (1969)), Ghost Towns of Arizona, University of Oklahoma Press, 10th printing.

Sillitoe, R.H., (1980), Rifting, Bimodal Volcanism, and Bonanza Gold Veins, Society of Economic Geologists Newsletter, No. 48, pp. 24-26.

Taylor, B.E., (2007), Epithermal Gold Deposits, in Goodfellow, W.D., ed., Mineral Deposits of Canada: A Synthesis of Major Deposit-Types, District Metallogeny, the Evolution of Geological Provinces, and Exploration Methods: Geological Association of Canada, Mineral Deposits Division, Special Publication No. 5, pp. 113-139.

Thomas, D.A., (October 03, 2014), Consultancy report to Golden Vertex Corp., 2014 Model Reconciliation to 2013 PEA Model.

Thomas, D.A., (October 24, 2014), Consultancy report to Golden Vertex Corp., Moss Mine Project, 2014 Mineral Resource Update.

Tshabrun, D. Cuffney, R, Kay, C. Young, J, (10 November, 2020) Technical Report on the Mineral Resource Estimate Update for the Moss Mine, Arizona USA, Internal Document not released to the public.

Varney, P. (1994), Arizona Ghost Towns and Mining Camps: a travel guide to history, Arizona Highways, 10th edition 2010.

White, N.C. and Hedenquist, J.W., (1995), Epithermal gold deposits, styles, characteristics, and exploration, Society of Economic Geologists Newsletter 23.

Whittington, J.R.H., (March 24, 2015), Northern Vertex Press Release: "Results of property wide mapping and surface Sampling Program on the Moss and Silver Creek claims highlight the discovery of several promising gold bearing structures as targets for future exploration activities"

27.2 Website References

Mako Mining Corp. https://makominingcorp.com/


Mako Mining Corp.

28.0 DATE AND SIGNATURE PAGE

The independent Qualified Persons for this report are:

Micon International Limited  
   
"William J. Lewis" {signed and sealed as of the report date}  
   
William J. Lewis, P.Geo. Report Date: February 27, 2026.
Principal Geologist Effective Date: December 18, 2025.
   
"Richard Gowans" {signed and sealed as of the report date}  
   
Richard M. Gowans, P.Eng. Report Date: February 27, 2026.
Principal Metallurgist Effective Date: December 18, 2025.
   
   
CGK Consulting Services Inc.  
   
"Chris Keech" {signed and sealed as of the report date}  
   
Chris Keech, P.Geo. Report Date: February 27, 2026.
Principal Geologist Effective Date: December 18, 2025.
   
   
PDM Technical Services Ltd.  
   
"(Gary) Yee-Yuen Wong" {signed and sealed as of the report date}  
   
(Gary) Yee-Yuen Wong, P.Eng Report Date: February 27, 2026.
Geological Services Consultant Effective Date: December 18, 2025.

 


Mako Mining Corp.

29.0 CERTIFICATES OF AUTHORS

 

 

 

 

 


Mako Mining Corp.

CERTIFICATE OF AUTHOR

William J. Lewis, B.Sc, P.Geo

As the co-author of this report for Mako Mining Corp. entitled "NI 43-101 Technical Report for the 2025 Mineral Resource Estimate for the Moss Mine Project, Oatman Mining District, Mohave County, Arizona, USA" dated February 27, 2026, with an effective date of December 18, 2025, I, William J. Lewis do hereby certify that:

1. I am employed as a Principal Geologist by, and carried out this assignment for, Micon International Limited, Suite 501, 212 King Street West, Toronto, Ontario M5H 1K5, tel. (416) 362-5135, e-mail wlewis@micon-international.com.

2. This certificate applies to the Technical Report titled "NI 43-101 Technical Report for the 2025 Mineral Resource Estimate for the Moss Mine Project, Oatman Mining District, Mohave County, Arizona, USA" dated February 27, 2026, with an effective date of December 18, 2025.

3. I hold the following academic qualifications:

 B.Sc. (Geology) University of British Columbia 1985.

4. I am a registered Professional Geoscientist with the Association of Professional Engineers and Geoscientists of Manitoba (membership # 20480); as well, I am a member in good standing of several other technical associations and societies, including:

5. I have worked as a geologist in the minerals industry for over 40 years.

6. I am familiar with NI 43-101 and, by reason of education, experience and professional registration, I fulfil the requirements of a Qualified Person as defined in NI 43-101. My work experience includes 4 years as an exploration geologist looking for gold and base metal deposits, more than 11 years as a mine geologist in underground mines and 25 years as a surficial geologist and consulting geologist on precious and base metals and industrial minerals.

7. I have read NI 43-101 and this Technical Report has been prepared in compliance with the instrument.

8. I have not visited the Moss Mine Project.

9. This is the first Technical Report I have written or co-authored for the mineral property that is the subject of this Technical Report and have not had any prior involvement in the Moss Mine Project.

10. I am independent Mako Mining Corp. and its subsidiaries according to the definition described in NI 43-101 and the Companion Policy 43-101 CP.

11. I am responsible for Sections 1.1 to 1.3, 1.8, 1.9, 2, 3, 4, 5, 24, 25.1, 25.4, 26 and 27 of this Technical Report with Sections 15 through 22 not applicable to this Technical Report.

12. As of the date of this certificate, to the best of my knowledge, information and belief, the Technical Report contains all scientific and technical information that is required to be disclosed to make this technical report not misleading.

Report Dated this 27th day of February, 2026 with an effective date of December 18, 2025.

"William J. Lewis" {signed and sealed as of the report date}

William J. Lewis, B.Sc., P.Geo.

Principal Geologist, Micon International Limited


Mako Mining Corp.

CERTIFICATE OF AUTHOR

Richard M. Gowans, P.Eng.

As the co-author of this report for Mako Mining Corp. entitled "NI 43-101 Technical Report for the 2025 Mineral Resource Estimate for the Moss Mine Project, Oatman Mining District, Mohave County, Arizona, USA" dated February 27, 2026, with an effective date of December 18, 2025, I, Richard Gowans do hereby certify that:

1. I am employed as Principal Metallurgist by, and carried out this assignment for, Micon International Limited, Suite 501, 212 King Street West, Toronto, Ontario M5H 1K5, tel. (416) 362-5135, e-mail rgowans@micon-international.com.

2. This certificate applies to the Technical Report titled "NI 43-101 Technical Report for the 2025 Mineral Resource Estimate for the Moss Mine Project, Oatman Mining District, Mohave County, Arizona, USA" dated February 27, 2026, with an effective date of December 18, 2025.

3. I hold the following academic qualifications:

 B.Sc. (Hons) Minerals Engineering, The University of Birmingham, U.K. 1980.

4. I am a registered Professional Engineer of Ontario (membership number 90529389); as well, I am a member in good standing of the Canadian Institute of Mining, Metallurgy and Petroleum.

5. I am familiar with NI 43-101 and, by reason of education, experience and professional registration, fulfil the requirements of a Qualified Person as defined in NI 43-101. My work experience includes over 30 years of the management of technical studies and design of numerous metallurgical testwork programs and metallurgical processing plants.

6. I have read NI 43-101, and this Technical Report has been prepared in compliance with the instrument.

7. I have visited the Moss Mine Project.

8. I have not participated in the preparation of prior Technical Reports on the Moss Mine Project and have not had any prior involvement in the Moss Mine Project.

9. I am independent of Mako Mining Corp. and its related entities, as defined in Section 1.5 of NI 43-101.

10. I am responsible for Sections 1.6, 13 and 25.2 of this Technical Report with Sections 15 through 22 not applicable to this Technical Report.

11. As of the date of this certificate, to the best of my knowledge, information and belief, the Technical Report contains all scientific and technical information that is required to be disclosed to make this technical report not misleading.

Report Dated this 27th day of February, 2026 with an effective date of December 18, 2025.

"Richard M. Gowans" {signed and sealed as of the report date}

Richard Gowans P.Eng.

Principal Metallurgist, Micon International Limited


Mako Mining Corp.

CERTIFICATE OF QUALIFIED PERSON

Christopher Keech, P.Geo.

As the co-author of this report for Mako Mining Corp. entitled "NI 43-101 Technical Report for the 2025 Mineral Resource Estimate for the Moss Mine Project, Oatman Mining District, Mohave County, Arizona, USA" dated February 27, 2026, with an effective date of December 18, 2025, I, Christopher Keech, P.Geo., as a co-author of the Technical Report, do hereby certify that:

1. I am employed as Principal Geologist with CGK Consulting Services Inc. located at 601-1501 Foster Street, White Rock, BC, V4B 0C3.

2. This certificate applies to the technical report entitled, "N.I. 43-101 Technical Report for the 2025 Mineral Resource Estimate on the Moss Mine Gold Project, Arizona, USA" with an effective date of December 18, 2025, and a report date of February 27, 2026 (the "Technical Report").

3. My qualifications and relevant experiences are that:

4. I graduated with a B.Sc. in Geology from McMaster University in 1980.

5. I am a member in good standing of Engineers and Geoscientists of British Columbia (Membership No. 27185). In addition, CGK Consulting Services Inc. has a Permit to Practice in British Columbia, Canada, Permit No. 1002379.

6. I have worked as a professional geologist in the mining sector continuously for 45 years, including 11 years as an exploration geologist, 19 years as a resource geologist with several mining companies and 15 years as a geological consultant specialising in the estimation of mineral resources. My relevant experience for the purpose of this Technical Report includes the estimation of gold mineral resources for greenstone-hosted, and epithermal gold deposits at development properties and operating mines in Canada, USA, Brazil, Honduras, Venezuela, and Tanzania. In addition, I hold a Citation in Geostatistics from the University of Alberta (2004).

7. I have read the definition of the Qualified Person set out in National Instrument 43-101 (N.I. 43-101) and certify that by reason of my education, affiliation with a professional association and past relevant work experience, I fulfil the requirements to be a Qualified Person for the purposes of N.I. 43-101.

8. I have not visited the Moss Mine Gold Project property.

9. I am the co-author of this report and responsible for Sections 1.7, 10.0, 11.0, 12.1 to 12.3, 12.5 to 12.8, 12.10, 14.0 and 25.3 of this Technical Report with Sections 15 through 22 not applicable to this Technical Report.

10. I am independent of Mako Mining Corp. and its related entities, as defined in Section 1.5 of NI 43-101.

11. I have not had prior involvement with the property that is the subject of the Technical Report.

12. I have read N.I. 43-101 and those parts of the Technical Report for which I am responsible have been prepared in compliance with that instrument.

13. As of the date of the certificate, to the best of my knowledge, information and belief, the Technical Report contains all material scientific and technical information that is required to be disclosed to make the Technical Report not misleading.

Report Dated this 27th day of February, 2026 with an effective date of December 18, 2025.

"Christopher Keech" {signed and sealed as of the report date}-

Name: Christopher Keech, P.Geo.

Principal Geologist, CGK Consulting Services Inc.


Mako Mining Corp.

CERTFICATE OF QUALIFIED PERSON

(Gary) Yee-Yuen Wong, P.Eng.

As the co-author of this report for Mako Mining Corp. entitled "NI 43-101 Technical Report for the 2025 Mineral Resource Estimate for the Moss Mine Project, Oatman Mining District, Mohave County, Arizona, USA" dated February 27, 2026, with an effective date of December 18, 2025, I, (Gary) Yee-Yuen Wong, P.Eng., do hereby certify that:

1) I am a Geological Engineer and presently a Geological Services Consultant for PDM Technical Services Ltd., a British Columbia corporation with a business address of 5992 Patrick Street, Burnaby, B.C., Canada. V5J 3B7

2) This certificate applies to "NI 43-101 Technical Report for the 2025 Mineral Resource Estimate for the Moss Mine Project, Oatman Mining District, Mohave County, Arizona, USA" dated February 27, 2026, with an effective date of December 18, 2025.

3) I am a graduate of the University of British Columbia with a Bachelor of Applied Science in Geological Engineering in 1987. I am a registered Professional Engineer with the Engineers and Geoscientists of the Province of British Columbia (licence # 19528) and Northwest Territories and Nunavut Association of Professional Engineers and Geoscientists (registration #L5270).

4) I have practiced my profession from 1987 to 1999, during which time I worked for Placer Dome Inc., then from 2009 to 2011 for Oro Mining Ltd. From 2011 to present, I have been a consultant for PDM Technical Services Ltd. As a result of my education, experience and professional associations, I am a "Qualified Person" as defined by National Instrument 43-101. I have over 27 years of international experience in the exploration and estimation of mineral resources, from grassroots exploration, to advanced resource delineation programs, to using geostatistical techniques on different gold, copper and molybdenum systems. Deposit types I have experience in include porphyry copper-gold, Pre-Cambrian lode, and epithermal vein systems in North and South America, and Africa. I have also 3 years of experience as a production geologist at an operating porphyry molybdenum mine.

5) I personally inspected the property and the relevant drill core for three (3) days from July 14, 2025 to July 16, 2025.

6) I am responsible for Sections 1.4, 1.5, 6.0, 7.0, 8.0, 9.0, 12.4, 12.9 and 23.0 of this Technical Report with Sections 15 through 22 not applicable to this Technical Report.

7) I am independent of Mako Mining Corp. and its related entities as outlined in section 1.5 of the National Instrument 43-101.

8) I have read and understand the terms of National Instrument 43-101 and its companion documents and those parts of the Technical Report for which I am responsible have been prepared in compliance with NI 43-101.

9) I certify that as of the date of the certificate, to the best of my knowledge, information and belief, the technical report contains all scientific and technical information that is required to be disclosed to make the technical report not misleading.

Report Dated this 27th day of February, 2026 with an effective date of December 18, 2025.

"(Gary) Yee-Yuen Wong" {signed and sealed as of the report date}

(Gary) Yee-Yuen Wong, P.Eng. license #19528

Geological Services Consultant, PDM Technical Services Ltd.


Mako Mining Corp.

 

 

 

APPENDIX 1

GLOSSARY OF MINING TERMS

 

 

 


Mako Mining Corp.

The following is a glossary of certain mining terms that may be used in this Technical Report.

A  

 
Assay A chemical test performed on a sample of ores or minerals to determine the amount of valuable metals contained.
   
B  

 
Base metal Any non-precious metal (e.g., copper, lead, zinc, nickel, etc.).
   
Bulk mining Any large-scale, mechanized method of mining involving many thousands of tonnes of ore being brought to surface per day.
   
Bulk sample A large sample of mineralized rock, frequently hundreds of tonnes, selected in such a manner as to be representative of the potential orebody being sampled. The sample is usually used to determine metallurgical characteristics.
   
By-product A secondary metal or mineral product recovered in the milling process.
   
C  

 
Channel sample A sample composed of pieces of vein or mineral deposit that have been cut out of a small trench or channel, usually about 10 cm wide and 2 cm deep.
   
Chip sample A method of sampling a rock exposure whereby a regular series of small chips of rock is broken off along a line across the face.
   
CIM Standards The CIM Definition Standards on Mineral Resources and Mineral Reserves adopted by CIM Council from time to time. The most recent update adopted by the CIM Council is effective as of May 10, 2014.
   
CIM The Canadian Institute of Mining, Metallurgy and Petroleum.
   
Concentrate A fine, powdery product of the milling process containing a high percentage of valuable metal.
   
Contact A geological term used to describe the line or plane along which two different rock formations meet.
   
Core The long cylindrical piece of rock, about an inch in diameter, brought to surface by diamond drilling.
   
Core sample One or several pieces of whole or split parts of core selected as a sample for analysis or assay.
   
Cross-cut A horizontal opening driven from a shaft and (or near) right angles to the strike of a vein or other orebody. The term is also used to signify that a drill hole is crossing the mineralization at or near right angles to it.
   
Cut-off grade The lowest grade of mineralized rock that qualifies as ore grade in a given deposit and is also used as the lowest grade below which the mineralized rock currently cannot be profitably exploited. Cut-off grades vary between deposits depending upon the amenability of ore to gold extraction and upon costs of production.


Mako Mining Corp.

D  
   
Deposit An informal term for an accumulation of mineralization or other valuable earth material of any origin.
   
Development drilling Drilling to establish accurate estimates of mineral resources or reserves usually in an operating mine or advanced project.
   
Dilution Rock that is, by necessity, removed along with the ore in the mining process, subsequently lowering the grade of the ore.
   
Dip The angle at which a vein, structure or rock bed is inclined from the horizontal as measured at right angles to the strike.
   
E  
   
Epithermal Hydrothermal mineral deposit formed within one kilometre of the earth's surface, in the temperature range of 50 to 200°C.
   
Epithermal deposit A mineral deposit consisting of veins and replacement bodies, usually in volcanic or sedimentary rocks, containing precious metals or, more rarely, base metals.
   
Exploration Prospecting, sampling, mapping, diamond drilling and other work involved in searching for ore.
   
F  
   
Face The end of a drift, crosscut or stope in which work is taking place.
   
Fault A break in the Earth's crust caused by tectonic forces which have moved the rock on one side with respect to the other.
   
Flotation A milling process in which valuable mineral particles are induced to become attached to bubbles and float as others sink.
   
Fold Any bending or wrinkling of rock strata.
   
Footwall The rock on the underside of a vein or mineralized structure or deposit.
   
Foran Foran Mining Corporation, including, unless the context otherwise requires, the Company's subsidiaries. 
   
Fracture A break in the rock, the opening of which allows mineral-bearing solutions to enter. A "cross-fracture" is a minor break extending at more-or-less right angles to the direction of the principal fractures.
   
G  
   
Grade Term used to indicate the concentration of an economically desirable mineral or element in its host rock as a function of its relative mass. With gold, this term may be expressed as grams per tonne (g/t) or ounces per tonne (opt).


Mako Mining Corp.

H  
   
Hangingwall The rock on the upper side of a vein or mineral deposit.
   
High grade Rich mineralization or ore. As a verb, it refers to selective mining of the best ore in a deposit.
   
Host rock The rock surrounding an ore deposit.
   
Hydrothermal Processes associated with heated or superheated water, especially mineralization or alteration.
   
I  
   
Indicated Mineral Resource An Indicated Mineral Resource is that part of a Mineral Resource for which quantity, grade or quality, densities, shape and physical characteristics are estimated with sufficient confidence to allow the application of Modifying Factors in sufficient detail to support mine planning and evaluation of the economic viability of the deposit. Geological evidence is derived from adequately detailed and reliable exploration, sampling and testing and is sufficient to assume geological and grade or quality continuity between points of observation. An Indicated Mineral Resource has a lower level of confidence than that applying to a Measured Mineral Resource and may only be converted to a Probable Mineral Reserve.
   
Inferred Mineral Resource An Inferred Mineral Resource is that part of a Mineral Resource for which quantity and grade or quality are estimated on the basis of limited geological evidence and sampling. Geological evidence is sufficient to imply but not verify geological and grade or quality continuity. An Inferred Mineral Resource has a lower level of confidence than that applying to an Indicated Mineral Resource and must not be converted to a Mineral Reserve. It is reasonably expected that the majority of Inferred Mineral Resources could be upgraded to Indicated Mineral Resources with continued exploration.
   
Intrusive A body of igneous rock formed by the consolidation of magma intruded into another rock.
   
K  
   
km Abbreviation for kilometre(s). One kilometre is equal to 0.62 miles.
   
L  
   
Leaching The separation, selective removal or dissolving-out of soluble constituents from a rock or ore body by the natural actions of percolating solutions.
   
Level The horizontal openings on a working horizon in a mine; it is customary to work mines from a shaft, establishing levels at regular intervals, generally about 50 m or more apart.


Mako Mining Corp.

M  
   
m Abbreviation for metre(s). One metre is equal to 3.28 feet.
   
Massive Sulphide Deposit Any mass of unusually abundant metallic sulphide minerals, e.g. a Kuroko deposit
   
Measured Mineral Resource A Measured Mineral Resource is that part of a Mineral Resource for which quantity, grade or quality, densities, shape, and physical characteristics are estimated with confidence sufficient to allow the application of Modifying Factors to support detailed mine planning and final evaluation of the economic viability of the deposit. Geological evidence is derived from detailed and reliable exploration, sampling and testing and is sufficient to confirm geological and grade or quality continuity between points of observation. A Measured Mineral Resource has a higher level of confidence than that applying to either an Indicated Mineral Resource or an Inferred Mineral Resource. It may be converted to a Proven Mineral Reserve or to a Probable Mineral Reserve.
   
Metallurgy The science and art of separating metals and metallic minerals from their ores by mechanical and chemical processes.
   
Metamorphic Affected by physical, chemical, and structural processes imposed by depth in the earth's crust.
   
Mill A plant in which ore is treated, and metals are recovered or prepared for smelting also, a revolving drum used for the grinding of ores in preparation for treatment.
   
Mine An excavation beneath the surface of the ground from which mineral matter of value is extracted.
   
Mineral A naturally occurring homogeneous substance having definite physical properties and chemical composition and, if formed under favourable conditions, a definite crystal form.
   
Mineral Concession/
Claim/Permit
That portion of public mineral lands which a party has staked or marked out in accordance with federal or state mining laws to acquire the right to explore for and exploit the minerals under the surface.
   
Mineralization The process or processes by which mineral or minerals are introduced into a rock, resulting in a valuable or potentially valuable deposit.
   
Mineral Resource A Mineral Resource is a concentration or occurrence of solid material of economic interest in or on the Earth's crust in such form, grade or quality and quantity that there are reasonable prospects for eventual economic extraction. The location, quantity, grade or quality, continuity and other geological characteristics of a Mineral Resource are known, estimated or interpreted from specific geological evidence and knowledge, including sampling. Material of economic interest refers to diamonds, natural solid inorganic material, or natural solid fossilized organic material including base and precious metals, coal, and industrial minerals. The term mineral resource used in this report is a Canadian mining term as defined in accordance with NI 43-101 - Standards of Disclosure for Mineral Projects under the guidelines set out in the Canadian Institute of Mining, Metallurgy and Petroleum (the CIM), Standards on Mineral Resource and Mineral Reserves Definitions and guidelines adopted by the CIM Council on December 11, 2005 and recently updated as of May 10, 2014 (the CIM Standards).


Mako Mining Corp.

Mineral Reserve A Mineral Reserve is the economically mineable part of a Measured and/or Indicated Mineral Resource. It includes diluting materials and allowances for losses, which may occur when the material is mined or extracted and is defined by studies at Pre-Feasibility or Feasibility level as appropriate that include application of Modifying Factors. Such studies demonstrate that, at the time of reporting, extraction could reasonably be justified. The reference point at which Mineral Reserves are defined, usually the point where the ore is delivered to the processing plant, must be stated. It is important that, in all situations where the reference point is different, such as for a saleable product, a clarifying statement is included to ensure that the reader is fully informed as to what is being reported. The public disclosure of a Mineral Reserve must be demonstrated by a Pre-Feasibility Study or Feasibility Study.
   
N  
   
Net Smelter Return A payment made by a producer of metals based on the value of the gross metal production from the property, less deduction of certain limited costs including smelting, refining, transportation and insurance costs.
   
NI 43-101 National Instrument 43-101 is a national instrument for the Standards of Disclosure for Mineral Projects within Canada. The Instrument is a codified set of rules and guidelines for reporting and displaying information related to mineral properties owned by, or explored by, companies which report these results on stock exchanges within Canada. This includes foreign-owned mining entities who trade on stock exchanges overseen by the Canadian Securities Administrators (CSA), even if they only trade on Over The Counter (OTC) derivatives or other instrumented securities. The NI 43-101 rules and guidelines were updated as of June 30, 2011.
   
O  
   
Open Pit/Cut A form of mining operation designed to extract minerals that lie near the surface. Waste or overburden is first removed, and the mineral is broken and loaded for processing. The mining of metalliferous ores by surface-mining methods is commonly designated as open-pit mining as distinguished from strip mining of coal and the quarrying of other non-metallic materials, such as limestone and building stone.
   
Outcrop An exposure of rock or mineral deposit that can be seen on surface, that is, not covered by soil or water.
   
Oxidation A chemical reaction caused by exposure to oxygen that results in a change in the chemical composition of a mineral.


Mako Mining Corp.

P  
   
Plant A building or group of buildings in which a process or function is carried out; at a mine site it will include warehouses, hoisting equipment, compressors, maintenance shops, offices and the mill or concentrator.
   
Probable Reserve A Probable Mineral Reserve is the economically mineable part of an Indicated, and in some circumstances, a Measured Mineral Resource. The confidence in the Modifying Factors applying to a Probable Mineral Reserve is lower than that applying to a Proven Mineral Reserve.
   
Proven Reserve A Proven Mineral Reserve is the economically mineable part of a Measured Mineral Resource. A Proven Mineral Reserve implies a high degree of confidence in the Modifying Factors.
   
Pyrite A common, pale-bronze or brass-yellow, mineral composed of iron and sulphur. Pyrite has a brilliant metallic luster and has been mistaken for gold. Pyrite is the most wide-spread and abundant of the sulfide minerals and occurs in all kinds of rocks.
   
Q  
   
Qualified Person Conforms to that definition under NI 43-101 for an individual: (a) to be an engineer or geoscientist with a university degree, or equivalent accreditation, in an area of geoscience, or engineering, related to mineral exploration or mining; (b) has at least five years' experience in mineral exploration, mine development or operation or mineral project assessment, or any combination of these, that is relevant to his or her professional degree or area of practice; (c) to have experience relevant to the subject matter of the mineral project and the technical report; (d) is in good standing with a professional association; and (e) in the case of a professional association in a foreign jurisdiction, has a membership designation that (i) requires attainment of a position of responsibility in their profession that requires the exercise of independent judgement; and (ii) requires (A.) a favourable confidential peer evaluation of the individual's character, professional judgement, experience, and ethical fitness; or (B.) a recommendation for membership by at least two peers, and demonstrated prominence or expertise in the field of mineral exploration or mining.
   
R  

 
Reclamation The restoration of a site after mining or exploration activity is completed.

 
S  

 
Shoot A concentration of mineral values; that part of a vein or zone carrying values of ore grade.

 
Stockpile Broken ore heaped on surface, pending treatment or shipment.


Mako Mining Corp.

Strike The direction, or bearing from true north, of a vein or rock formation measure on a horizontal surface.
   
Stringer A narrow vein or irregular filament of a mineral or minerals traversing a rock mass.
   
T  
   
Terrain A terrain in geology, in full a tectonostratigraphic terrain, is a fragment of crustal material formed on, or broken off from, one tectonic plate and accreted or "sutured" to crust lying on another plate.
   
Tonne A metric ton of 1,000 kilograms (2,205 pounds).
   
U  
   
Underground
Mining
Is the process of extracting rock from underground using a network of tunnels and openings, often called stopes. This mining is generally more expensive with lower production rates due to the use of smaller equipment than open pit/ open cast mining at the surface.
   
V  
   
Vein A fissure, fault or crack in a rock filled by minerals that have travelled upwards from some deep source.
   
Volcanogenic Formed by processes directly connected with volcanism: specif., said of mineral deposits (massive sulphides, exhalites, banded iron formations) considered to have been produced through volcanic agencies and demonstrably associated with volcanic phenomena.

 
W  
   
Wall rocks Rock units on either side of an orebody. The hanging wall and footwall rocks of a mineral deposit or orebody.
   
Waste Unmineralized, or sometimes mineralized, rock that is not minable at a profit.
   
Working(s) May be a shaft, quarry, level, open-cut, open pit, or stope etc. Usually noted in the plural.
   
Z  
   
Zone An area of distinct mineralization.