Exhibit 99.72

 

 

 

Johnson Camp Mine

Form 43-101F1 Technical Report

 

DATE AND SIGNATURE PAGE

 

The effective date of this technical report is March 18, 2026. The issue date of this technical report is March 31, 2026. See Appendix A, Technical Report Contributors and Professional Qualifications, for certificates of qualified persons. These certificates are considered the date and signature page of this technical report in accordance with Form 43-101F1.

 

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JOHNSON CAMP MINE

FORM 43-101F1 TECHNICAL REPORT

 

TABLE OF CONTENTS

 

SECTION PAGE
         
DATE AND SIGNATURE PAGE II
TABLE OF CONTENTS III
LIST OF FIGURES AND ILLUSTRATIONS IX
LIST OF TABLES XII
1 EXECUTIVE SUMMARY 1
  1.1 KEY DATA 2
  1.2 PROPERTY DESCRIPTION AND LOCATION 2
  1.3 ACCESSIBILITY, CLIMATE, LOCAL RESOURCES, INFRASTRUCTURE AND PHYSIOGRAPHY 4
  1.4 HISTORY 4
  1.5 GEOLOGICAL SETTING AND MINERALIZATION 4
  1.6 DEPOSIT TYPES 5
  1.7 EXPLORATION 5
  1.8 DRILLING 6
  1.9 SAMPLE PREPARATION, ANALYSIS AND SECURITY 6
  1.10 DATA VERIFICATION 7
  1.11 MINERAL PROCESSING AND METALLURGICAL TESTING 7
  1.12 MINERAL RESOURCE ESTIMATE 8
  1.13 MINERAL RESERVE ESTIMATE 9
  1.14 MINING METHOD 9
  1.15 RECOVERY METHODS 10
  1.16 PROJECT INFRASTRUCTURE 10
    1.16.1 Power 11
  1.17 MARKET STUDIES AND CONTRACTS 11
  1.18 ENVIRONMENTAL AND PERMITTING 11
  1.19 CAPITAL AND OPERATING COSTS 11
    1.19.1 Capital Costs 11
    1.19.2 Operating Costs 12
    1.19.3 Reclamation and Closure Cost 12
  1.20 ECONOMIC ANALYSIS 12
  1.21 ADJACENT PROPERTIES 13

 

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  1.22 INTERPRETATION AND CONCLUSIONS 13
  1.23 RECOMMENDATIONS 13
2 INTRODUCTION 14
  2.1 LIST OF QUALIFIED PERSONS 15
  2.2 DEFINITIONS OF TERMS USED IN THIS TECHNICAL REPORT 16
  2.3 UNITS AND ABBREVIATIONS 16
3 RELIANCE ON OTHER EXPERTS 20
4 PROPERTY DESCRIPTION AND LOCATION 21
  4.1 PATENTED MINING CLAIMS 24
  4.2 UNPATENTED MINING CLAIMS 24
  4.3 FEE SIMPLE LAND 25
  4.4 ADDITIONAL ROYALTIES 25
    4.4.1 Triple Flag Royalty and Stream 25
    4.4.2 Other Royalties and Production Payments 26
  4.5 NUTON AGREEMENT 26
  4.6 ADDITIONAL PROPERTY TAXES 27
  4.7 ENVIRONMENT AND PERMITTING 27
  4.8 OTHER SIGNIFICANT RISK FACTORS 27
5 ACCESSIBILITY, CLIMATE, LOCAL RESOURCES, INFRASTRUCTURE AND PHYSIOGRAPHY 28
6 HISTORY 30
  6.1 DISTRICT EXPLORATION HISTORY 30
  6.2 JOHNSON CAMP PROPERTY HISTORY 32
  6.3 HISTORICAL MINERAL RESOURCE AND RESERVE ESTIMATES 32
  6.4 COCHISE DISTRICT PAST PRODUCTION 34
7 GEOLOGICAL SETTING AND MINERALIZATION 36
  7.1 REGIONAL GEOLOGIC SETTING 36
  7.2 PROPERTY AND DEPOSIT GEOLOGY 38
  7.3 ALTERATION 41
  7.4 MINERALIZATION 41
8 DEPOSIT TYPES 42
9 EXPLORATION 44
  9.1 HISTORICAL EXPLORATION 44
  9.2 GCC EXPLORATION 44

 

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10 DRILLING 46
  10.1 SUMMARY 46
  10.2 1960-1986 HISTORICAL DRILLING BY CYPRUS MINING 47
  10.3 1989-1997 HISTORICAL DRILLING BY ARIMETCO 47
  10.4 1998 HISTORICAL DRILLING BY SUMMO USA CORP 48
  10.5 2008-2010 HISTORICAL DRILLING BY NORD RESOURCES CORP 48
  10.6 2022-2024 DRILLING BY GCC 48
  10.7 2025 BLAST HOLE DRILLING BY GCC 48
  10.8 SUMMARY STATEMENT 48
11 SAMPLE PREPARATION, ANALYSES AND SECURITY 49
  11.1 HISTORICAL SAMPLE PREPARATION AND ANALYSIS 49
  11.2 GCC RESAMPLING PROCEDURES 49
  11.3 GCC 2022-2024 SAMPLE PREPARATION AND ANALYSIS 50
  11.4 SAMPLE SECURITY 50
  11.5 QUALITY ASSURANCE/QUALITY CONTROL 51
    11.5.1 Historical QA/QC Results 51
    11.5.2 GCC 2016-2017 Drilling QA/QC Methods and Results 51
    11.5.3 GCC 2022 Drilling QA/QC Methods and Results 55
    11.5.4 GCC 2023 Drilling QA/QC Methods and Results 60
    11.5.5 GCC 2024 Drilling QA/QC Methods and Results 69
  11.6 SUMMARY STATEMENT 77
12 DATA VERIFICATION 78
  12.1 SITE VISIT 78
  12.2 DATABASE VERIFICATION 78
    12.2.1 Drill-Collar Verification 79
    12.2.2 Down-Hole Survey Verification 79
    12.2.3 Assay Database Verification 79
    12.2.4 GCC 2021 Re-Samples 80
  12.3 INDEPENDENT VERIFICATION OF MINERALIZATION 91
  12.4 SUMMARY STATEMENT ON DATA VERIFICATION 92
13 MINERAL PROCESSING AND METALLURGICAL TESTING 93
  13.1 INTRODUCTION 93
  13.2 LABORATORY METALLURGICAL TESTS FOR GENERAL LEACHING RESPONSE 94
  13.2.1 Column Leaching Tests 94
  13.3 PREDICTED JCM OXIDE HEAP LEACHING PERFORMANCE 96
  13.4 AUGMENTED HEAP LEACHING OF CHALCOPYRITIC MINERALIZATION 96
    13.4.1 Current Process Development by Nuton 96

 

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    13.4.2 Predicted Heap Leaching Performance from JCM Transition and Sulfide Mineralization 97
  13.5 RISKS AND OPPORTUNITIES 97
14 MINERAL RESOURCE ESTIMATES 98
  14.1 INTRODUCTION 98
  14.2 DATA 100
  14.3 DEPOSIT GEOLOGY PERTINENT TO RESOURCE BLOCK MODEL 101
  14.4 GEOLOGIC AND OXIDATION MODELS 101
  14.5 DENSITY 106
  14.6 MINERAL DOMAIN MODELING 107
    14.6.1 Copper Domain Modeling 107
    14.6.2 Copper Ratios 110
  14.7 ASSAY CODING, CAPPING, AND COMPOSITING 110
    14.7.1 Variography 112
  14.8 BLOCK MODEL CODING 112
  14.9 GRADE INTERPOLATION 113
  14.10 MINERAL RESOURCES 113
  14.11 MINERAL RESOURCE CLASSIFICATION 116
  14.12 DISCUSSION OF RESOURCES AND RECOMMENDATIONS 123
15 MINERAL RESERVE ESTIMATES 124
16 MINING METHODS 125
  16.1 MINE PHASE DESIGN 125
  16.2 GEOTECHNICAL AND PIT SLOPES 126
    16.2.1 North and Northeast Highwalls - Abrigo Formation and Bolsa Quartzite 126
    16.2.2 South and Southwest Highwalls - Pioneer Shale and Diabase 127
    16.2.3 Constructing Slopes in Existing Stockpiles 127
    16.2.4 Rock Strengths 127
    16.2.5 Geological Structure 128
  16.3 MINE PRODUCTION SCHEDULE 130
    16.3.1 Mining of Phase 1 130
    16.3.2 Mining of Phase 2 130
    16.3.3 Cut-off Grade Calculation 130
  16.4 PLACEMENT OF LEACH MATERIAL 130
  16.5 WASTE STORAGE 131
  16.6 MINE FLEET 131
  16.7 OWNER STAFF REQUIREMENTS 132

 

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  16.8 MINE PLAN DRAWINGS 132
  16.9 PIT DEWATERING 133
17 RECOVERY METHODS 134
  17.1 SUMMARY ? 134
  17.2 DESIGN BASIS 136
  17.3 LEACH PAD 5 137
    17.3.1 Containment System 139
    17.3.2 Pumps/Solution Management System 139
  17.4 NUTON DEMONSTRATION 139
  17.5 SOLUTION PONDS 141
  17.6 SOLVENT EXTRACTION 142
  17.7 ELECTROWINNING 144
  17.8 TANK FARM 146
  17.9 ACID STORAGE AND REAGENTS MAKE-UP 147
18 PROJECT INFRASTRUCTURE 151
  18.1 ACCESS 151
  18.2 DIVERSIONS 152
  18.3 ROADS 153
  18.4 POWER 153
  18.5 WATER SUPPLY & DISTRIBUTION 154
  18.6 SANITARY WASTE DISPOSAL 155
  18.7 WASTE MANAGEMENT 155
19 MARKET STUDIES AND CONTRACTS 156
  19.1 MARKET STUDIES 156
    19.1.1 Copper price 156
    19.1.2 Sulfuric Acid Price 157
    19.1.3 Diesel Pricing 159
  19.2 CONTRACTS 160
20 ENVIRONMENTAL STUDIES, PERMITTING AND SOCIAL OR COMMUNITY IMPACT 161
  20.1 INTRODUCTION 161
  20.2 ENVIRONMENTAL STUDIES AND PERMITTING 161
    20.2.1 Aquifer Protection Permit Amendment 162
  20.3 WATER MANAGEMENT 162
  20.4 CLOSURE AND RECLAMATION COSTS 162
  20.5 COMMUNITY RELATIONS 163

 

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21 CAPITAL AND OPERATING COSTS 164
  21.1 CAPITAL COSTS 164
    21.1.1 Plant Capital Costs 164
    21.1.2 Capital Costs Incurred 164
  21.2 OPERATING COSTS 164
    21.2.1 Reclamation and Closure Cost 165
  21.3 PHYSICAL PRODUCTION 165
22 ECONOMIC ANALYSIS 167
  22.1 TAXES 167
  22.2 HISTORICAL PRODUCTION 167
23 ADJACENT PROPERTIES 168
24 OTHER RELEVANT DATA AND INFORMATION 168
25 INTERPRETATION AND CONCLUSIONS 169
  25.1 JCM OPPORTUNITIES 169
  25.2 JCM RISKS 169
26 RECOMMENDATIONS 170
  26.1 GEOLOGY AND MINERAL RESOURCES 170
  26.2 MINING METHOD 170
  26.3 MINERAL PROCESSING 170
27 REFERENCES 171
APPENDIX A: TECHNICAL REPORT CONTRIBUTORS AND PROFESSIONAL QUALIFICATIONS 174
APPENDIX B: MINERAL CLAIM DETAIL 183
APPENDIX C: JCM DRILLHOLE SIGNIFICANT INTERSECTIONS 187

 

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LIST OF FIGURES AND ILLUSTRATIONS

 

FIGURE DESCRIPTION PAGE
     
Figure 1-1: Location of the JCM Property - January 2026 3
Figure 1-2: Site Plan of the Johnson Camp Mine showing the location of new leach pad, Pad 5 10
Figure 4-1: Location of the JCM Property - January 2026 22
Figure 4-2: Property Mineral Rights by Claim Type - January 2026 23
Figure 5-1: Typical Vegetation and Topography below the Johnson Camp Mine 29
Figure 6-1: Historical Mines Near Johnson Camp with historical Property Outline 31
Figure 7-1: Regional Geology Little Dragoon Mountains with Historical Boundary 37
Figure 7-2: Cross Section Through the Burro Pit at the Johnson Camp Mine 39
Figure 7-3: Property Geologic Setting for the Johnson Camp Mine with Historical Boundary 40
Figure 8-1: Schematic Model 43
Figure 10-1: Map of Johnson Camp Drill Holes 47
Figure 11-1: 2016 - 2017 AMIS 0249 Total Copper Analyses 52
Figure 11-2: 2016 - 2017 AMIS 0370 Total Copper Analyses 52
Figure 11-3: 2016 - 2017 Coarse Blank Copper Values 53
Figure 11-4: 2016 - 2017 Core-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays 54
Figure 11-5: 2016 - 2017 Pulp-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays 54
Figure 11-6: 2022 A106009X Total Copper Analyses 55
Figure 11-7: 2022 AMIS 0358 Total Copper Analyses 56
Figure 11-8: 2022 CDN-ME-2001 Total Copper Analyses 56
Figure 11-9: 2022 Coarse Blank Copper Values 57
Figure 11-10: 2022 Field-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays 58
Figure 11-11: 2022 Field-Duplicate Acid-Soluble Copper (“ASCu”) Results Relative to Primary Sample Assays 58
Figure 11-12: 2022 Crush-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays 59
Figure 11-13: 2022 Crush-Duplicate Acid-Soluble Copper (“ASCu”) Results Relative to Primary Sample Assays 59
Figure 11-14: 2022 Pulp-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays 60
Figure 11-15: 2022 Pulp-Duplicate Acid-Soluble Copper (“ASCu”) Results Relative to Primary Sample Assays 60
Figure 11-16: 2023 AMIS 0249 Total Copper Analyses 61
Figure 11-17: 2023 AMIS 0370 Total Copper Analyses 62
Figure 11-18: 2023 CDN-ME-2001 Total Copper Analyses 62
Figure 11-19: 2023 Coarse Blank Copper Values 63
Figure 11-20: 2023 Field-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays 64

 

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Figure 11-21: 2023 Field-Duplicate Acid-Soluble Copper (“ASCu”) Results Relative to Primary Sample Assays 65
Figure 11-22: 2023 Crush-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays 66
Figure 11-23: 2023 Crush-Duplicate Acid-Soluble Copper (“ASCu”) Results Relative to Primary Sample Assays 67
Figure 11-24: 2023 Pulp-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays 68
Figure 11-25: 2023 Pulp-Duplicate Acid-Soluble Copper (“ASCu”) Results Relative to Primary Sample Assays 69
Figure 11-26: 2023 AMIS 0249 Total Copper Analyses 70
Figure 11-27: 2024 Coarse Blank Copper Values 71
Figure 11-28: 2024 Field-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays 72
Figure 11-29: 2024 Field-Duplicate Acid-Soluble Copper (“ASCu”) Results Relative to Primary Sample Assays 73
Figure 11-30: 2024 Crush-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays 74
Figure 11-31: 2024 Crush-Duplicate Acid-Soluble Copper (“ASCu”) Results Relative to Primary Sample Assays 75
Figure 11-32: 2024 Pulp-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays 76
Figure 11-33: 2024 Pulp-Duplicate Acid-Soluble Copper (“ASCu”) Results Relative to Primary Sample Assays 77
Figure 12-1: 2017 Total Copper (“TCu”) Pulp-Duplicate Analyses Relative to Historical Arimetco Analyses 81
Figure 12-2: 2016 Total Copper (TCu) Pulp-Duplicate Analyses Relative to Historical Arimetco Analyses 82
Figure 12-3: 2017 Total Copper (TCu) Core-Duplicate Analyses Relative to Historical Arimetco Analyses 83
Figure 12-4: 2016 Total Copper (TCu) Core-Duplicate Analyses Relative to Historical Arimetco Analyses 84
Figure 12-5: 2017 Total Copper (TCu) Pulp-Duplicate Analyses Relative to Historical Cyprus Analyses 85
Figure 12-6: 2017 Total Copper (TCu) Core-Duplicate Analyses Relative to Historical Cyprus Analyses 86
Figure 12-7: 2016 Total Copper (TCu) Core-Duplicate Analyses Relative to Historical Cyprus Analyses 87
Figure 12-8:: 2017 Soluble Copper (“ASCu”) Core-Duplicate Analyses Relative to Historical Cyprus Analyses 88
Figure 12-9: 2016 Total Copper (“TCu”) Pulp-Duplicate Analyses Relative to Historical Nord Analyses 89
Figure 12-10: 2016 Soluble Copper (“ASCu”) Core-Duplicate Analyses Relative to Historical Nord Analyses 90
Figure 14-1: Geologic Cross Section with Geologic Model Burro Pit Area 102
Figure 14-2: Geologic Cross Section with Geologic Model Copper Chief Pit Area 103
Figure 14-3: Geologic Cross Section with Oxidation Model Burro Pit Area 104
Figure 14-4: Geologic Cross Section with Oxidation Model Copper Chief Pit Area 105
Figure 14-5: Geologic Cross Section with Copper Domains Burro Area Mineralization and $4.30/lb Cu Pit Shells 108
Figure 14-6: Geologic Cross Section with Copper Domains Copper Chief Area Mineralization and $4.30/lb Cu Pit Shells 109
Figure 14-7 : Geologic Cross Section 2000 with Total Copper (“TCu”) Block Model Grades 118
Figure 14-8: Geologic Cross Section 5400 with Total Copper (TCu) Block Model Grades 119
Figure 16-1: Pit and Dump Configuration at end of Mining in 2027 133
Figure 17-1: JCM Overall Flowsheet 135
Figure 17-2: Johnson Camp Mine Site Plan for Nuton Demonstration 136

 

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Figure 17-3: Pad 5 Footprint showing Phases and Emergency Runoff Pond 138
Figure 17-4: Liner Installation on Pad 5 139
Figure 17-5: Pad 5 Showing Location of Nuton Portion of Leach Pad 140
Figure 17-6: Solution Ponds at JCM 141
Figure 17-7: Raffinate Pumps at JCM 142
Figure 17-8: Flowsheet showing Solvent Extraction Circuit at JCM 143
Figure 17-9: Solvent Extraction Settlers 144
Figure 17-10: Electrowinning Flowsheet at JCM 145
Figure 17-11: JCM EW Tankhouse Interior and Exterior 146
Figure 17-12: JCM Tank Farm 147
Figure 17-13: JCM Sulfuric Acid Tanks 148
Figure 17-14: JCM Sulfuric Acid Injection Station 148
Figure 17-15: New PLS Flumes at Pad 5 showing PLS Pumps in background 149
Figure 17-16: New PLS Pump Station by Pad 5 showing PLS Header 149
Figure 17-17: New Emergency Runoff Pond at Pad 5 150
Figure 18-1: Johnson Camp Mine Facilities 151
Figure 18-2: Pad 5 Civil Works 152
Figure 19-1: Delivered Acid Correlation to Benchmark 159

 

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LIST OF TABLES

 

TABLE DESCRIPTION PAGE
     
Table 1-1: Summary of Johnson Camp Drilling 6
Table 1-2: Grade Domain Ranges 8
Table 1-3: Johnson Camp Mineral Resources 8
Table 1-4: Johnson Camp Mineral Resources by Oxidation Group 9
Table 1-5: Capital Costs Incurred 12
Table 1-6: Operating Costs 12
Table 2-1: Dates of Site Visits and Areas of Responsibility 15
Table 2-2: Units, Terms and Abbreviations 16
Table 4-1: Summary of Land Packages that Constitute the Johnson Camp Property 24
Table 4-2: Triple Flag Metal Stream Agreement for the JCM Property 25
Table 6-1: Cyprus Production at Johnson Camp by Year 34
Table 6-2: Arimetco Production at Johnson Camp by Year 34
Table 6-3: Nord Production at Johnson Camp by Year 35
Table 6-4: Historical Copper and Zinc Production, Cochise Mining District 35
Table 7-1: Geologic Descriptions of Relevant Johnson Camp Mine Formations 38
Table 10-1: Summary of Johnson Camp Drilling 46
Table 11-1: Certified Reference Materials for 2016-2017 Assays 51
Table 11-2: Certified Reference Materials for 2022 Assays 55
Table 11-3: Certified Reference Materials for 2023 Assays 61
Table 11-4: Certified Reference Materials for 2024 Assays 69
Table 12-1: Summary of Analyses in RESPEC Database 91
Table 13-1: 2010-2012 Column Leaching Tests 94
Table 13-2: Pit Shell Assumed Copper Extractions 96
Table 13-3: Predicted ROM Heap Leaching Extractions 97
Table 14-1: Block Model Extents and Dimensions 100
Table 14-2: Oxidation Group Modeling Criteria 101
Table 14-3: Average Tonnage Factors by Lithology and Oxidation 106
Table 14-4: Grade Domain Ranges 107
Table 14-5: Grade Caps 111
Table 14-6: Coded Total Copper (TCu) Assay Statistics 111
Table 14-7: Coded Acid-Soluble (ASCu) Copper Ratio and Cyanide-Soluble (CNCu) Ratio Statistics (Capped) 111

 

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Table 14-8: Composite Statistics 112
Table 14-9: Estimation Area Orientations 113
Table 14-10: Estimation Parameters 113
Table 14-11: Pit Optimization Parameters 114
Table 14-12: Expected Acid Consumption Parameters by Formation 114
Table 14-13: Expected Copper Recoveries 115
Table 14-14: Johnson Camp In-Pit Mineralization by Mineral Resources Classification 116
Table 14-15: Johnson Camp Mineral Resources by Oxidation Group 116
Table 14-16: Resource Classification Parameters 117
Table 14-17: Johnson Camp In-Pit Mineralization by Pit Area 120
Table 14-18: Johnson Camp In-Pit Mineralization by Oxidation Group 121
Table 14-19: Johnson Camp In-Pit Mineralization at Various Cut-offs 122
Table 16-1: Parameters for Phase Design 125
Table 16-2: 2023 Johnson Camp Small Scale Direct Shear Testing Summary 127
Table 16-3: 2023 Johnson Camp Intact Rock Strength Testing Summary 128
Table 16-4: 2023 Johnson Camp Disc Tension Testing Summary 128
Table 16-5: Step-Path Angle Calculated for Abrigo Formation in North Wall 129
Table 16-6: RQD by Rock Type 129
Table 16-7: Expected Major Mining Equipment 132
Table 18-1: Johnson Camp Mine Electrical Loads 153
Table 18-2: Johnson Camp Water Balance 154
Table 19-1: Analyst Consensus Copper Prices 157
Table 19-2: Sulfuric Acid Delivered Cost and Benchmark Price 158
Table 19-3: Sulfuric Acid Prices 159
Table 19-4: Diesel Prices 159
Table 20-1: JCM Environmental Permits 161
Table 21-1: Capital Costs Incurred 164
Table 21-2: Operating Costs 165
Table 21-3: Physical Production 166

 

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LIST OF APPENDICES

 

APPENDIX DESCRIPTION
     
A Technical Report Contributors and Professional Qualifications
   
  ● Certificate of Qualified Person (“QP”)
   
B Mineral Claim Detail
   
C JCM Drillhole Significant Intersections

 

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1EXECUTIVE SUMMARY

 

M3 Engineering & Technology Corporation (M3) was commissioned by Gunnison Copper Corp. (GCC) to prepare a technical report in accordance with the Canadian National Instrument 43-101 (NI 43-101) standards for reporting mineral properties, for the Johnson Camp Mine Restart Heap Leach Project (the “JCM Project” or the “Project”) in Cochise County, Arizona, USA. In 2025, GCC restarted mining, heap leaching and processing by solvent extraction-electrowinning (SX-EW) with the support of Nuton LLC (“Nuton”), a Rio Tinto venture. Nuton arranged to fund an industrial-scale demonstration of its bio-heap leaching technology on primary sulfides, referred to as the Nuton Demonstration. Nuton has a portfolio of proprietary nature-based leaching technologies and capabilities that offer the potential to economically unlock copper through bio-heap leaching, including from primary sulfide resources.

 

The JCM plant was upgraded in 2019 and 2020 with the intention of treating pregnant leach solution (PLS) from the Gunnison In-Situ Recovery (ISR) Project located south of JCM to effect copper recovery by SX-EW, producing salable copper cathodes. For the Johnson Camp Restart, a new leach pad, Pad 5, was constructed in 2024-25.

 

The Nuton Demonstration is expected to include 3 years of mining and 5 years of leaching. Simultaneously, Run-of-Mine (ROM) material will be mined, but not treated with Nuton™ technologies, and leached on a separate portion of the leach pad. PLS solutions from both sections of Pad 5 will be analyzed for flow and copper concentration before being comingled and processed at the existing JCM SX-EW facility.

 

The Johnson Camp Mine is located about 65 miles east of Tucson, Arizona, on the southeastern flank of the Little Dragoon Mountains in the Cochise Mining District. The property is within the copper porphyry belt of Arizona. The Johnson Camp Mine contains two open pit mines, the Burro pit and the Copper Chief pit, that contain copper oxide, transition, and sulfide mineralization with associated molybdenum (not recovered by heap leaching), in potentially economic concentrations. Mining by a former owner, Nord Resources Corporation (Nord), ceased in 2012.

 

The JCM Restart mine plan includes mining of oxide, transition, and sulfide materials from the Burro Pit for 3 years and heap leaching for an additional 2 years to produce copper cathode at a capacity of up to a nameplate capacity of 25 million pounds per annum (mppa). Heap leaching of primary sulfide copper using Nuton’s proprietary technology is proposed for a portion of the leach material described in this technical report.

 

To restart the Johnson Camp Mine, construction of a new heap leach pad, Pad 5, which was fully permitted, was completed in 2025. ROM materials commenced stacking in August 2025 and the Nuton processed materials began stacking in December 2025. Leach pad construction is complete and irrigation started in less than one year. All upgrades for pumping, piping, and electrical upgrades have been completed.

 

GCC is contract mining the Burro Pit for all mining-related activities and crushing and agglomerating, and placement of material on the leach pad. GCC is using JCM permanent staff for heap leach management, agglomeration, placement of material on the leach pad, SX-EW operation, and general site management.

 

GCC contracted RESPEC, Independent Mining Consultants, Call & Nicholas, Clear Creek Associates, and M3 Engineering to prepare this technical report. All consultants have abundant experience with the JCM property and the capability to support the Project.

 

The costs are based on 4th quarter 2025 U.S. dollars.

 

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1.1Key Data

 

The key results of this study are as follows.

 

●The Project currently has in-pit mineralization of 96.6 million short tons of measured and indicated mineral resources, and 25 million short tons of inferred mineral resources with respective total copper grades of 0.35% measured and indicated, and 0.32% inferred. See Table 1-3 for additional details.
   
●Primary sulfide copper mineralization is mainly chalcopyrite, which typically responds poorly to conventional heap leaching conditions. The use of NutonTM technology should significantly improve extraction.

 

○Accelerated leaching of sulfide mineral resources will be enhanced by crushing and agglomeration.
   
○Bacterial oxidation of sulfide minerals will reduce acid consumption for the heap leaching operation.

 

1.2Property Description and Location

 

The Project is located in Cochise County, Arizona, approximately 65 miles east of Tucson in the historic Johnson Camp mining district. Figure 1-1 is a general location map and property location near the I-10 freeway.

 

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Source: GCC, 2026

Figure 1-1: Location of the JCM Property – January 2026

 

The Project is held by GCC through its wholly owned subsidiaries Excelsior Mining Arizona, Inc. (GCAZ) and Excelsior Mining Holdings, Inc. (GCH). Acquisition of the Nord Resources Corporation assets took place through a court-appointed receiver in December 2015.

 

On July 31, 2023, GCC announced that it had entered into an option agreement (Nuton Option Agreement) with Nuton to further evaluate the use of its Nuton™ copper heap leaching technologies (Nuton™ technologies) at Johnson Camp.

 

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Under the Nuton Option Agreement, GCC remains the operator and Nuton funds GCC’s costs associated with a three-stage work program at Johnson Camp.

 

The Nuton Option Agreement required that if Nuton proceeded to Stage 2, it would make a US$5 million payment to GCC for the use of existing infrastructure at the Johnson Camp mine for the Stage 2 work program. Nuton would also be responsible for funding all of GCC’s costs associated with Stage 2. On May 15, 2024, GCC announced that Nuton had elected to proceed to Stage 2 of the existing Nuton Option Agreement.

 

After the completion of Stage 2, Nuton has the right to exercise the option to joint venture and form a joint venture with GCC for Johnson Camp per mutually agreeable terms whereby Nuton would hold an initial 49% and GCC an initial 51%. The purpose of the Joint Venture is to continue the development of the Johnson Camp Mine using Nuton™ technologies. Should Nuton not exercise the option to form a joint venture, Nuton and GCC will discuss in good faith Gunnison’s continued use of the Nuton™ technologies at the Johnson Camp Mine subject to certain licensing terms and conditions to be agreed.

 

1.3Accessibility, Climate, Local Resources, Infrastructure and Physiography

 

The Project is located in a sparsely populated, flat to slightly undulating ranching and mining area about 65 road miles east of Tucson, Arizona. The Tucson metropolitan area is a major population center (approximately 1,000,000 persons) with a major airport and transportation hub and well-developed infrastructure and services that support the surrounding copper mining and processing industry. The nearby towns of Benson and Wilcox, along with Tucson, can supply sufficient skilled labor for the Project.

 

Access to the Project is via the Interstate (I-10) freeway from Tucson and Benson to the west or Willcox to the east. The Johnson Camp Mine can be accessed from the Johnson Road exit along 1.5 miles of improved dirt roads north of I-10.

 

The elevation on the property ranges from 4,500 to 5,500 feet above mean sea level in the eastern Basin and Range physiographic province of southeastern Arizona. The climate varies with elevation, but in general the summers are hot and dry, and winters are mild.

 

Vegetation on the property is typical of the upper Sonoran Desert and includes bunch grasses, yucca, mesquite, and cacti.

 

1.4History

 

Modern mining and leaching operations at the Johnson Camp Mine began in the 1970s by Cyprus Minerals. Successor owners and operators include Arimetco, who mined JCM in the 1980s-early 90s, North Star, Summo Minerals, and Nord Resources Corporation (Nord) who commenced mining in 2009 until 2012. Nord mined fresh material until mid-2010 and maintained leaching operations until late 2015, when the property was purchased by GCC.

 

1.5Geological Setting and Mineralization

 

The Johnson Camp Mine is located within the Mexican Highland region of the Basin and Range province, which is characterized by fault-bounded mountain ranges, with large intrusions forming the cores of the ranges. The Project lies on the eastern edge of the Little Dragoon Mountains within the Cochise mining district. The Little Dragoon Mountains are an isolated, fault bounded horst block comprised of rocks spanning from 1.4 billion years ago (Ga) Pinal Group schists to Holocene sediments. The southern portion of the Little Dragoon Mountains consists predominately of the Texas Canyon Quartz Monzonite of Tertiary age, whereas the Pinal Group schists and a sequence of Paleozoic sedimentary units dominate the northern half of the range. At Johnson Camp, the important Paleozoic host is the Cambrian Abrigo Formation. The Texas Canyon Quartz Monzonite is porphyritic intrusion that crops out to the southwest of the Burro Pit at the Johnson Camp Mine.

 

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Several deformations have occurred in the area with the most recent being the latest Cretaceous-Paleocene Laramide Orogeny compression, followed by Miocene and younger Basin and Range extension that has modified the topography to its current appearance.

 

The stratigraphy of the Burro pit and Copper Chief pit includes, from lowest to highest, Pioneer shale, diabase sill, Bolsa quartzite, three members of the Abrigo formation, and the Martin dolomite. Most mineralization is hosted in the lower and middle members of the Abrigo formation.

 

Moderate to intense calc-silicate alteration including garnet, epidote, and diopside are common in various assemblages, most intense calc-silicate alteration in the Lower and Middle Abrigo formations. Pervasive quartz veining occurs in both the Abrigo Formation and underlying Bolsa Quartzite throughout the Johnson Camp Mine area. Quartz vein orientations are typically sub-parallel to the stratigraphic units.

 

Primary copper mineralization at the Johnson Camp Mine is dominantly found along bedding planes or in veins and replacements as chalcopyrite along with quartz and pyrite, closely associated with skarn and calc-silicate alteration in the rock. The host formations are generally within the Bolsa Quartzite, Diabase Units, Lower and Middle Abrigo Formations. Oxidized mineralization consists of chrysocolla, malachite, copper limonite, and manganiferous wad; decreases with depth; but penetrates faults and stratigraphic contacts. Supergene chalcocite and occasional native copper occur generally below the oxidized zone. Below the supergene zone, the mineralization transitions to primary sulfides with local zones of supergene mineralization.

 

1.6Deposit Types

 

The Johnson Camp Mine copper deposit is a type of copper skarn. The copper skarn at Johnson Camp and collectively in the Cochise mining district is presumably related to the Texas Canyon Quartz Monzonite. Copper skarns generally form in calcareous shales, dolomites, and limestones peripheral or adjacent to the margins of diorite to granite intrusions that range from dikes and sills to large stocks or phases of batholithic intrusions, and frequently are associated with mineralized intrusions. Copper mineralization forms along structurally complex and fractured rocks and convert the calcareous shales and limestones to andradite-rich garnet assemblages near the intrusive body, and to pyroxene and wollastonite rich assemblages at areas more distal to the intrusive that are subject to retrograde alteration with mineral hydrated silicate assemblages that overprint earlier garnet and pyroxene.

 

Mineralization at Johnson Camp occurs approximately 500 ft northeast of known occurrences of the Texas Canyon Quartz Monzonite intrusion as proximal skarn related to a porphyry copper system. This assumption is supported by the high abundance of garnet-epidote alteration in the mineralized zones, and the characterization of the deposits in numerous historical publications.

 

1.7Exploration

 

Open pit mining commenced in 1975 by Cyprus and replaced the underground mining operations following the completion of an exploratory drilling program that defined the reserve of the Burro deposit. Cyprus and Arimetco collectively drilled 254 holes within both the Burro and Copper Chief pits. In 1999, Nord focused drilling exploration efforts on prospective targets outside of the pits that added no copper mineralization could be classified as reserves. GCC completed an exploration drilling program in 2022, and a metallurgical drill program in 2023 and 2024, aimed to define sulfide zones and collect samples of sulfide material for column tests.

 

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1.8Drilling

 

The Johnson Camp Mine database contains 390 drill holes total 135,600 feet of drilling. Several drilling campaigns and operators span the contents of the database. Based on RESPEC’s current knowledge, historical operators of the campaigns include Cyprus Mining (187 drill holes), Arimetco (83 drill holes), Nord (31 drill holes), Sumitomo (12 drill holes), and 16 drill holes were completed by an operator unknown to RESPEC. GCC drilled 77 holes. Drilling is concentrated in and immediately around the historically producing open pits.

 

Table 1-1 is a breakdown of the drilling and operators in the Johnson Camp Mine area.

 

Table 1-1: Summary of Johnson Camp Drilling

 

Operator Year Holes Feet
Cyprus Mining 1960 – 1986 171 59,818
Arimetco 1989 - 1997 83 24,637.5
Summo USA Corp. 1998 12 5,800
Nord Resources Corp. 2008-2010 31 14,368
GCC 2022 - 2024 77 29,377.5
Unknown   16 1,599
Totals 390 135,600

 

The drilling sampling procedures provided samples that are representative and of sufficient quality for use in the resource estimations discussed in Section 14. The QP is unaware of any sampling or recovery factors that materially impact the mineral resources discussed in Section 14.

 

There is a general lack of down-hole deviation survey data for the historical holes in the Johnson Camp Mine area. The paucity of such data is not unusual for drilling done prior to the 1990s, the lack of deviation data contributes a level of uncertainty as to the exact locations of drill samples at depth. However, these uncertainties are mitigated to a significant extent by the vertical orientation of nearly all drill holes, and the open-pit nature of any potential future mining operation that is based in part on data derived from the historical holes.

 

1.9Sample Preparation, Analysis and Security

 

All of the historical drilling, sample preparation and analysis of the samples presented in this technical report was under the control of the previous property owners. GCC drilled seventy-seven holes between 2022 and 2024 and conducted core-duplicate sampling in 2016 and 2017.

 

The laboratory sample preparation and analysis procedures used by the previous owners of the deposits are unknown; however, major commercial laboratories using best practices at the time completed the majority of analyses. Additionally, most of the historical data were generated by well-known mining companies.

 

The data, information, samples, and core from the deposits have been under the control and security of AzTech Minerals since November 2006 and then GCC since October 2010. The original Information and samples are stored at GCC’s core storage facility in Casa Grande, with numerous copies held by GCC at its Phoenix, Arizona office.

 

The certification status of some of the historical analytical laboratories is not known. Southwestern Assayers and Chemists is the predecessor to Skyline. Mr. Bickel believes the historical labs were independent commercial laboratories that were widely recognized and used by the mining industry at that time.

 

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Documentation of the methods and procedures used for historical sample preparation, analyses, and sample security, as well as for quality assurance/quality control procedures and results, is incomplete and in many cases not available. Despite this, some of the historical assay certificates have been preserved and GCC was able to reasonably duplicate the original results (described in 12.2.4). The QP is satisfied that the historical analytical data are adequate to support the current resources, interpretations, conclusions, and recommendations summarized in this technical report.

 

GCC’s sample preparation and analyses were performed at a well-known certified laboratory, and the sample security and QA/QC procedures are adequate to support the current resources, interpretations, conclusions, and recommendations summarized in this technical report.

 

1.10Data Verification

 

Data verification, the process of confirming that data has been generated with proper procedures, has been accurately transcribed from the original source and is suitable to be used, has been performed by Mr. Bickel through reviews of original data and certificates, drill core, a site visit, and audits and analyses of GCC’s drill-hole database. As a part of the verification of historical assays, RESPEC also analyzed core-duplicate data generated by GCC in 2016 and 2017 and compared the results to historical assays. The results are discussed in Section 12. There were no limitations on, or failure to conduct, the data verification for this technical report other than those discussed in this technical report. Mr. Bickel has verified that the Project data are adequate as used in this technical report, most significantly to support the estimation and classification of the mineral resources reported herein.

 

1.11Mineral Processing and Metallurgical Testing

 

Metallurgical testwork has been conducted in numerous campaigns by previous operators and owners including Superior Oil, Quintana Minerals, Phelps Dodge, Magma Copper, Arimetco, and Nord Resources. Testwork included many rounds of bottle roll and column testing. Early test programs indicated that total sulfuric acid consumption (before the electrowinning credit) will be approximately 9 lb H2SO4/lb of copper dissolved, that average PLS grade will be as high as 1.5 gpl Cu, and that about 65% of the total copper will dissolve, while as much as 95% of the ASCu could dissolve after sufficient contact time. This prior test work did not include augmented sulfide and transitional mineral leaching.

 

Nord Resources conducted eight column tests in 2011 on crushed and agglomerated material and 35 column tests in 2012 on crushed material minus 1” and minus 6”. Of these columns, 23 provided useful results to determine copper recovery and acid consumption. The column testing programs are described in Section 13.2.1. The results of some of the column tests produced ambiguous results regarding acid consumption (higher with a 6” crush than a 1” crush).

 

Lacking recent laboratory testing and comparison of results with current heap performance, a precise estimation of near-term operating results requires further test work. However, for the purpose of this study it is not unreasonable to expect up to 86% ASCu extraction, up to 76% CNCu extraction. Net acid consumptions in pounds per ton of mineralized ROM material are expected to be as follows: Upper Abrigo, 70; Middle Abrigo, 70; Lower Abrigo, 26, and Bolsa Quartzite, 22. For minus 1-inch crushed and agglomerated heap feed, the net acid consumption will be about 35% higher for each lithology.

 

GCC management, in collaboration with an industry-leading organization that is developing heap leaching applications to primary copper sulfide mineralization, have launched a sampling and metallurgical column testing program for material from the Burro pit, focusing on sulfide and mixed sulfide/transition/oxide mineralization. As the JCM pits deepen and non-ASCu copper minerals begin to overtake predominantly non-sulfide species, total copper extraction will decline, and the rate of extraction will diminish. Biologically-augmented heap leaching at elevated temperatures is designed to counteract this effect.

 

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1.12Mineral Resource Estimate

 

The mineral resource estimation for the Johnson Camp Mine was completed for disclosure in accordance with NI 43-101 with an effective date of December 31, 2025. The Johnson Camp Mine mineral resources are classified in order of increasing geological and quantitative confidence into Inferred, Indicated, and Measured categories in accordance with the “CIM Definition Standards - For Mineral Resources and Mineral Reserves” (2014). All mineral resources in this estimate are classified as Inferred. A full description of the Johnson Camp mineral resource estimation methodology is presented in Section 14.

 

The Johnson Camp Mine copper resources were modeled and estimated using information provided by GCC. The information is derived from historical core holes drilled by Cyprus Mining, Arimetco, Summo USA Corp., and Nord Resources Corp. The drill hole database also includes analyses performed by GCC on the historical core.

 

Mineral domains were modeled by RESPEC to respect the lithologic and structural interpretations of the deposit. Following statistical evaluation of the drillhole data, mineral domains were modeled on cross sections for total copper (“TCu”). Low-, mid-, and high-grade domains were modeled for total copper and were numbered 100, 200, and 300, respectively. Grade domains were interpreted based on copper grade domains that ideally correspond to the underlying geology. The grade domain ranges are shown in Table 1-2 below.

 

Table 1-2: Grade Domain Ranges

 

Domain Total Copper (%)
100 ~0.025 to ~0.15
200 ~0.15 to 0.7
300 > ~0.7

 

Soluble copper ratios were estimated within the total copper domains and lithologic units and used to calculate a soluble copper grade. A full description of the soluble copper estimate is in Section 14.6.2.

 

Mineral resources were estimated for total copper (“TCu”), acid-soluble copper (“ASCu”), cyanide-soluble copper (“CNCu”), and sulfide copper (“CuS”). Once the final estimate was complete, a pit optimization using the inputs described in Section 14.10 were applied to the resource to evaluate if it has reasonable prospects for economic extraction. The contained resources within the cut-off grade defined by the pit optimization are given in Table 1-3.

 

Table 1-3: Johnson Camp Mineral Resources

(0.12% TCu cut-off)

 

Classification Tons % TCu % ASCu % CNCu % CuS lbs TCu lbs ASCu lbs CNCu lbs CuS
Measured 28,700,000 0.37 0.15 0.08 0.08 211,627,451 86,877,975 43,772,993 46,840,993
Indicated 67,915,000 0.34 0.15 0.06 0.06 456,179,565 209,866,810 75,574,932 74,818,932
M&I 96,615,000 0.35 0.15 0.06 0.06 667,807,000 296,745,000 119,348,000 121,660,000
Inferred 24,962,000 0.32 0.15 0.05 0.05 160,723,920 75,102,728 24,316,026 23,798,736

 

1.The Effective Date of the mineral resources is December 31, 2025.
2.The Project mineral resources are comprised of all model blocks at a 0.12 % TCu cut-off that lie within optimized resource pits.
3.Mineral resources that are not mineral reserves do not have demonstrated economic viability.
4.The estimate of mineral resources may be materially affected by geology, environmental, permitting, legal, title, taxation, sociopolitical, marketing, or other relevant issues. Potential risk factors include changes in metal prices, increases in operating costs, fluctuations in labour costs and availability, availability of investment capital, infrastructure failures, changes in government regulations, community engagement and socio-economic community relations, civil disobedience and protest, permitting and legal challenges, and general environmental concerns.
5.Rounding as required by reporting guidelines may result in apparent discrepancies between tons, grade, and contained metal content.

 

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Table 1-4 provides a breakdown of tons and grade of the JCM mineral resources by oxidation groups defined in modeling at a cut-off grade of 0.12% TCu that fit within the simulated economic pit shell.

 

Table 1-4: Johnson Camp Mineral Resources by Oxidation Group

(0.12% TCu cut-off)

 

Classification Oxidation Group tons % TCu % ASCu % CNCu % CuS lbs TCu lbs ASCu lbs CNCu lbs CuS
Measured

 

Sulfide

3,452,000 0.49 0.04 0.08 0.36 33,832,000 2,948,000 5,738,000 25,147,000
Indicated 3,051,000 0.40 0.06 0.07 0.27 24,607,000 3,708,000 4,541,000 16,357,000
Inferred 86,000 0.4 0.08 0.08 0.24 694,000 145,000 136,000 414,000
Measured

 

Transition

5,472,000 0.43 0.14 0.20 0.09 46,552,000 15,044,000 22,109,000 9,426,000
Indicated 6,376,000 0.36 0.12 0.16 0.08 45,713,000 14,893,000 20,448,000 10,400,000
Inferred 773,000 0.32 0.07 0.2 0.04 4,921,000 1,159,000 3,101,000 661,000
Measured

 

Mixed

5,920,000 0.32 0.16 0.07 0.10 38,328,000 18,435,000 7,875,000 12,137,000
Indicated 19,042,000 0.36 0.16 0.08 0.13 138,088,000 60,044,000 29,920,000 48,124,000
Inferred 9,148,000 0.36 0.15 0.08 0.13 65,792,000 28,232,000 14,340,000 23,220,000
Measured

 

Oxide

8,495,000 0.36 0.23 0.03 0.00 60,335,000 38,605,000 5,787,000 0
Indicated 23,271,000 0.34 0.21 0.03 0.00 158,222,000 97,057,000 12,975,000 0
Inferred 7,249,000 0.35 0.22 0.03 0.00 50,203,000 31,381,000 3,975,000 0
Measured

 

Iron-rich oxide

5,361,000 0.30 0.11 0.02 0.00 32,323,000 11,738,000 2,376,000 0
Indicated 16,175,000 0.28 0.11 0.02 0.00 89,725,000 34,153,000 7,561,000 0
Inferred 7,707,000 0.26 0.09 0.02 0 40,484,000 14,467,000 3,340,000 -

 

Future drilling, exploration, and resource definition at Johnson Camp Mine should focus on increasing the understanding of the distribution of cyanide soluble copper mineralization. Infill drilling in key areas to increase drill density, and drill-testing of the unconstrained limits of the deposit, particularly down-dip from known mineralization, should be prioritized.

 

1.13Mineral Reserve Estimate

 

No mineral reserves are reported in this technical report. The author cautions that GCC has decided to commence construction and proceed to production at the Project. GCC did not base this production decision on any feasibility study of Mineral Reserves demonstrating economic and technical viability of the mines. As a result, there may be increased uncertainty and risks of achieving any level of recovery of minerals from the mine at the Project or the costs of such recovery. As the Project does not have established Mineral Reserves, GCC faces higher risks that anticipated rates of production and production costs will not be achieved, each of which risks could have a material adverse impact on GCC’s ability to continue to generate anticipated revenues and cash flows to fund operations from the Project and ultimately the profitability of the operation.

 

1.14Mining Method

 

Mining of the Johnson Camp (JCM) deposit for the Nuton Demonstration is planned to be accomplished using conventional open pit hard rock mining methods. One and a half years remain of the 2.5-year mine plan that was developed to produce sulfide material for the Nuton Demonstration as quickly as possible. Mining of the deposit is expected to be accomplished with front end loaders and 70-100 ton haul trucks. Mining is planned on 20-ft bench heights. Mining will be performed by a contract miner.

 

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1.15Recovery Methods

 

The Johnson Camp Mine has a fully working SX-EW plant with a nameplate capacity of 25 million lbs of cathode copper per year when fully operating. For the Nuton Demonstration, a new heap leach pad, designated Pad 5, was completed. The leach pad hosts both ROM and crushed and agglomerated material separated by a dividing berm. Most of the new equipment will be located on top of Pad 5 with leach material transported to the pad by haul truck. The crushed and agglomerated material will be stacked with conveyors into an engineered heap. This material will be aerated and irrigated by a series of blowers and perforated piping.

 

PLS flows from the crushed and ROM sections of the pad are measured and sampled independently before reporting to the existing PLS pond via a new pipeline. The PLS is being treated in the JCM SX-EW facility.

 

1.16Project Infrastructure

 

The Johnson Camp Mine is an existing and operating copper hydrometallurgical plant. The site includes two open pits, waste dumps, SX-EW plant facilities and mine infrastructure is in use now that mining operations in the Burro Pit have resumed. The new heap leach pad, Pad 5 was completed in 2025 for the placement of newly mined material (Figure 1-2).

 

 

Source: M3, 2024

Figure 1-2: Site Plan of the Johnson Camp Mine showing the location of new leach pad, Pad 5

 

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Water is supplied by two wells on site that produce 266 gpm of process make-up water. Additional water will be available from hydraulic control wells from the Gunnison wellfield and from pit dewatering.

 

1.16.1Power

 

An existing 69 kV power line runs to the JCM substation where power is stepped down to 5 kV for distribution around the JCM mine site. Power distribution to the equipment located on Pad 5 will be fed with power stepped up to 13.8 kV from the main JCM substation. The average power consumption for the JCM project is estimated to be 7.1 MW with a demand load of 10.7 MW.

 

1.17Market Studies and Contracts

 

GCC and Nuton have agreed that Nuton will receive 100% of the revenue generated from the sale of copper cathode production from JCM until Nuton recoups its Stage 2 funding and then GCC will retain 100% of the revenue until a joint venture is formed or the Nuton Option Agreement is terminated. Nuton also has the right to market 100% of the copper cathode production from JCM until Nuton recoups its Stage 2 funding and will enter into off-take agreements for such purpose.

 

Please refer to Section 19 of this technical report for other relevant Market Studies and Contracts.

 

1.18Environmental and Permitting

 

The Johnson Camp Mine (JCM) is an active open pit mine. A processing (SX-EW) plant and associated ponds located at JCM are used to process pregnant leach solutions (PLS) from JCM. JCM has resumed mining of the open pit and will resume the heap leaching process using the mineralized material that will be placed on a new heap leach pad. Existing permits have been modified to address resumption of mining at JCM. Section 20 of this technical report describes the environmental permits that have been obtained for JCM.

 

1.19Capital and Operating Costs

 

The JCM Mineral Resource Estimate includes inferred resources. Inferred Mineral Resources are considered too speculative geologically to have the economic considerations applied to them that would enable them to be categorized as mineral reserves. In addition, NI 43-101 prohibits the disclosure of the results of an economic analysis that includes or is based on Inferred Mineral Resources. As a result, the author has determined that it is not permitted to provide forecasts of future capital or operating costs. As a result, the disclosure in this section is limited to a description of the capital and operating costs, and disclosure of historical amounts.

 

1.19.1Capital Costs

 

The total capital cost requirements to restart the JCM heap leach operation included mining cost (pre-stripping and waste dump relocation), the development of Leach Pad 5, new piping and pumping for solutions, upgrades to the electrical power distribution infrastructure, upgrades to some SX-EW infrastructure and minor Owners costs.

 

1.19.1.1Plant Capital Costs

 

The Johnson Camp Mine SX-EW plant was upgraded in 2019 and 2020 as part of the Stage 1 execution of the Gunnison ISR Copper Project. Upgrades included the replacement of the Raffinate pumps, the addition of three sulfuric acid tanks, and the addition of a third electrolyte filter in the Tank Farm. There were additional modifications and upgrades to some components of the JCM SX-EW plant as part of the JCM restart operation such as a new LNG storage tank and vaporizer, new organic tank, upgrades to Tankhouse 2 and SX second train, in addition to new anodes and cathodes.

 

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1.19.1.2Capital Costs Incurred

 

The summary categories of expenditures are listed in Table 1-5 below.

 

Table 1-5: Capital Costs Incurred

 

US$’000s 2024 Q1 2025 Q2 2025 Q3 2025 Q4 2025 Total
Leach Pad 15,019 7,938 13,810 4,510 5,244 46,521
Equipment & SX-EW 6,551 5,117 6,878 11,086 4,001 33,633
General Construction 52 732 9,801 11,433 4,973 26,991
EPCM 2,227 2,155 1,645 3,361 1,520 10,908
Commissioning & Misc 205 101 60 19 5 390
Subtotal 24,054 16,043 32,194 30,409 15,743 118,443
Capitalized Carrying Costs 6,201 3,906 9,072 2,720 2,596 24,495
Total 30,255 19,949 41,266 33,129 18,339 142,938

 

The above table excludes mining costs of $47,794 incurred in 2025 that were accounted for as: $19,057 to ore stockpile inventory and $28,737 to capitalized deferred stripping costs.

1.19.2Operating Costs

 

The plant operating cost includes labor, crushing/agglomerating, stacking, heap leach operation, and SX-EW costs. The plant operating costs exclude some of the direct costs specific to the Nuton Demonstration process and reagents, which are proprietary. Note that operating costs on a per-pound of copper basis are high due to the ramp up of copper production during the period.

 

Table 1-6: Operating Costs

 

Unit Costs Units Q1 2025 Q2 2025 Q3 2025 Q4 2025 Total
Mining - Gross of Deferred Stripping $/ton mined 2.63 4.57 4.24 4.01 3.99
Mining - Net of Deferred Stripping $/ton mined 0.27 1.89 1.57 1.95 1.58
Leaching $/ton stacked - - 0.62 4.82 3.02
SX-EW $/lb Cu -   1.20 1.04 1.09
Cash Cost $/lb Cu - - 5.47 8.34 7.46
All-In Sustaining Cash Cost $/lb Cu - - 26.78 17.75 20.52
1.19.3Reclamation and Closure Cost

 

Reclamation and closure costs for the JCM Project include reclamation of the leach pads, stockpiles, and waste dumps, closure of the JCM plant site and ponds, the JCM heaps and stockpiles and demolition of the ancillary buildings. Reclamation activities will be spread over three years sometime after the cessation of operations. The Closure Bond for these activities is

$7,281,757.

 

1.20Economic Analysis

 

There are no current estimates of Mineral Reserves on the Project. While the Project has a current Mineral Resource Estimate, the future production forecast is not based on that Mineral Resource Estimate. GCC made decisions to commence construction and enter production at the Project without having completed final feasibility studies.

 

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Accordingly, GCC did not base its construction and production decisions on any feasibility studies of Mineral Reserves demonstrating economic and technical viability of the Project, with positive cash flow. As a result, there is increased uncertainty and risks of achieving any level of recovery of minerals from the Project or the costs of such recovery. As the Project does not have established Mineral Reserves, GCC faces higher risks that the anticipated rates of production and production costs, such as those provided in this technical report, will not be achieved. These risks could have a material adverse impact on GCC’s ability to continue to generate anticipated revenues and cash flows to fund operations from and ultimately achieve or maintain profitable operations at the Project.

 

The Mineral Resource Estimate on the Project includes inferred resources. Inferred Mineral Resources are considered too speculative geologically to have the economic considerations applied to them that would enable them to be categorized as mineral reserves. In addition, NI 43-101 prohibits the disclosure of the results of an economic analysis that includes or is based on inferred Mineral Resources. As a result, the author has determined that it is not permitted to provide an economic analysis of the Project.

 

1.21Adjacent Properties

 

There are no relevant adjacent properties that are not controlled by GCC.

 

1.22Interpretation and Conclusions

 

The JCM SX-EW plant was upgraded in 2019 and 2020, and JCM ponds are fully operational.

 

The full capital cost for restarting the JCM heap leaching operation includes mining pre-production, first fills/Owners costs, leach pad construction, new leach pad stackers and haul road construction. This project is an opportunity to exploit existing mineral resources with considerable upside if long-term copper prices and sulfuric acid prices remain favorable.

 

1.23Recommendations

 

A sampling and metallurgical testing program was launched to evaluate the leaching strategy proposed in this study. The sampling and testwork program will assess the metallurgical zonation within the pits to estimate copper recoveries more accurately from each zone including testing the solubility of sulfide species. This program will help determine the long-term outlook for open pit mining and heap leaching at JCM.

 

The current Nuton Demonstration mine plan includes contract crushing and agglomeration with conveying and stacking the agglomerated material on the leach pad. In the future, GCC will look at replacing the contract crushing with its own equipment. GCC should refine the cost to reactivate the crushing-agglomerating plant, design the conveyor system, and the stacking plan for the life of the mine.

 

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2INTRODUCTION

 

The Johnson Camp Mine (JCM) is an open pit, heap leach operation that commenced mining by Cyprus Minerals in the early 1970s. The operation initially focused on the Burro Pit and later expanded to a second pit, Copper Chief. Under its third owner, Nord Resources, a two-stage crushing-agglomerating circuit was added. The existing SX-EW plant was expanded to a maximum production capacity of 25 million pounds of cathode copper per year. The solution ponds included a PLS pond, an Intermediate Pond (ILS) and a raffinate pond.

 

Infrastructure includes administrative offices, a small lab, a truck shop/maintenance shop, and a 69 kV power connection to Sulphur Springs Valley Electric Cooperative’s electrical grid. Water supply was from wells and an old mine adit on the property. Until 2025, JCM open pits had not been operated since 2012 when Nord’s contract miner ceased operations. Three adjacent heap leach pads, known as Pad 123 continued with residual leaching through 2017 and drain down from the heaps continues today. Pad 123 are now in closure with occasional drain down after rainstorms.

 

In 2006, Nord commissioned a series of studies to build a new heap leach pad called Pad 5. A feasibility study was prepared by Bikerman Engineering and Technology Associates (BETA, 2007) that was followed by a detailed engineering design package for Pad 5 by Glasgow Engineering of Littleton, Colorado (2010), and an updated feasibility study to re-open JCM by Curtis Associates (2011). The plan for Pad 5 included building the new leach pad so that one side of it was to be used for higher grade crushed agglomerated material and the other side for lower grade run-of-mine (ROM) heap leach material. Pad 5 was never constructed due to Nord’s poor financial condition.

 

In 2015, GCC (formerly named Excelsior Mining Corp.) purchased the property to augment its land position and capacity for its nearby Gunnison In-Situ Recovery (ISR) project across Interstate 10. GCC refurbished the existing JCM SX-EW plant and ponds for the first stage development of the Gunnison ISR operation in 2020. At that time, GCC made numerous upgrades to the JCM SX-EW plant and ponds to accommodate the initial PLS flows from the Gunnison in-situ wellfield. Those improvements included the addition of three 1000-ton sulfuric acid storage tanks at JCM, the installation of a third electrolyte filter in the JCM Tank Farm, the addition of a crud centrifuge and various electrical upgrades to the SX-EW transformers and EW transformer-rectifiers.

 

In 2023, GCC signed the Nuton Option Agreement with Nuton, a Rio Tinto venture. Together, they have been conducting a commercial scale demonstration, fully funded by Nuton, of Nuton’s enhanced sulfide heap leaching technology on a portion of Pad 5. The Nuton Demonstration which will run for five years of leaching will include aeration and bacterial leaching to oxidize sulfides to increase the leach kinetics and improve leach recoveries of sulfide copper resources.

 

During 2025, a contract miner commenced open pit mining at the Burro pit. Pad 5 is constructed for initial material loading for Stage 2 ROM and Nuton leaching. Heap leaching of ROM commenced in August 2025 and the Nuton Demonstration leaching commenced in December 2025. New power infrastructure and process piping has been installed to Pad 5 facilities as part of the new development. Material that was placed on Pad 5 included Run-of-Mine (ROM) oxide and transition material from the Burro Pit, followed by crushed and agglomerated of sulfide material under NutonTM conditions.

 

GCC retained several consultants, including M3, to provide an update of work on the JCM Restart Project and to prepare technical information to support this technical report in accordance with the Canadian NI 43-101 reporting standards. Mr. John Woodson, P.E., of M3 is the principal author and Qualified Person responsible for the preparation of this technical report, as well as for the process plant infrastructure, development of the capital and operating costs and economic analysis. Mr. Woodson has not visited the JCM property. As the other Qualified Persons have visited the site, including many colleagues from M3, Mr. Woodson has determined that a formal site visit to the JCM property was not required as he received a report on the site visits completed by other Qualified Persons.

 

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Other contributing authors and Qualified Persons responsible for preparing sections of this technical report include Abyl Sydykov of M3 for recovery methods; Scott Freestone of M3 for infrastructure, Dr. Terence McNulty, metallurgical consultant; Douglas Bartlett of Clear Creek Associates (CCA) for hydrology and environmental/social/permitting topics; Jacob W. Richey of Independent Mining Consultants, Inc. (IMC) for mining methods and mine costs; Thomas M. Ryan of Call & Nicholas, Inc. (CNI) for pit slope angles; and Jeffrey Bickel of RESPEC Company LLC (RESPEC) for geology, drilling and the estimation of JCM resources.

 

Mr. Freestone, P.E., served as Engineering Manager during the JCM Restart Project during 2025 and 2026. He visited the site on January 27, 2025, to review the site layout, engineering plans and construction progress. He has worked extensively on copper and other mining projects at M3 for 21 years.

 

R. Douglas Bartlett, CPG, of Clear Creek Associates (CCA), is responsible for the preparation of Section 16.9 - Mining Methods and Section 20– Environmental Studies, Permitting, and Social Impact. Mr. Bartlett visited the site May 15, 2019.

 

Dr. Terence P. McNulty, P.E., is responsible for reviewing the historical metallurgical testing programs for the Johnson Camp heap leach evaluation. Dr. McNulty is responsible for the preparation of Section 13 – Mineral Processing and Metallurgical Testing. Dr. McNulty visited the Johnson Camp Site in 1990s. Dr. McNulty has worked extensively on copper hydrometallurgical projects in the US and elsewhere.

 

This technical report covers the current status of the Johnson Camp Mine as it has restarted production.

 

2.1List of Qualified Persons

 

Site visits and areas of responsibility are summarized in Table 2-1 for the Qualified Persons.

 

Table 2-1: Dates of Site Visits and Areas of Responsibility

 

Author Company Designation Site Visit Date Section Responsibility

John Woodson

M3 Engineering & Technology Corporation P.E. SME-RM

N/A

Sections 1 (except 1.2

through 1.16, 1.18, 1.21), 2,

3, 19, 21, 22, 24, 25, 26, and

27

Jeffrey Bickel

 RESPEC Company LLC

 CPG

 February 26, 2026

Sections 1.2, 1.3, 1.4, 1.5,

1.6, 1.7, 1.8, 1.9, 1.10, 1.12,

1.21, 1.20, 4, 5, 6, 7, 8, 9,

10, 11, 12, 14, and 23

Dr. Abyl Sydykov M3 Engineering & Technology Corporation P.E. March 27, 2025 Sections 1.15 and 17
Scott Freestone M3 Engineering & Technology Corporation P.E. January 27, 2025 Sections 1.16 and 18
Dr. Terence P. McNulty T.P. McNulty & Associates P.E., DSc Johnson Camp Site in 1990s Sections 1.11 and 13
R. Douglas Bartlett Clear Creek Associates CPG May 15, 2019 Sections 1.18, 16.9, and 20
Jacob W. Richey Independent Mining Consultants, Inc. P.E. July 31, 2025

Sections 1.13, 1.14, 15, 16

(except 16.2 and 16.9)

Tom Ryan Call & Nicholas, Inc. P.E. October 18, 2023 Section 16.2

 

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2.2Definitions of Terms Used in This Technical Report

 

●Lixiviant: Aqueous media, in this case, sulfuric acid, to extract copper from the oxide copper mineralization.

 

●Pregnant Leach Solution (PLS): Lixiviant after it is loaded with dissolved copper. PLS is stripped of copper in the solvent extraction process.

 

●Raffinate: Lixiviant after it has been stripped of copper in the solvent extraction process. Raffinate is re-acidified and pumped back to the wellfield to dissolve more copper.

 

●Diluent: Organic medium in which solvent extract takes place in the SX settlers.

 

●Extractant: Organic chemical that is used to extract copper from PLS into the diluent and then transfer the copper from the diluent to the electrolyte.

 

●Electrolyte: The aqueous solution carrying concentrated copper in solution which is pumped into the EW Tankhouse to electroplate copper onto steel blank sheets. The depleted electrolyte is recirculated to the SX circuit to load more copper.

 

●Sulfuric acid: A dense, colorless liquid chemical (H2SO4) used extensively to leach oxide copper material.
2.3Units and Abbreviations

 

This technical report is in English units. Tons are short tons and ktons mean 1,000 short tons. Copper grades are in percentage by weight. All tonnages reported in this document are in dry tons. Lengths are in feet (except where noted) and currency is in U.S. dollars (except if noted otherwise).

 

Table 2-2: Units, Terms and Abbreviations

 

Abbreviation Unit or Term
% percent
° degrees
°C degrees Centigrade
$M million dollars
µ micron or microns, micrometer, or micrometers
A Ampere
a/m2 amperes per square meter
AA atomic absorption
ADEQ Arizona Department of Environmental Quality
ADWR Arizona Department of Water Resources
APP Aquifer Protection Permit
AQL Aquifer Quality Limit
ASCu Acid soluble copper
AzTech AzTech Minerals, Inc.
BADCT Best Available Demonstrated Control Technology
BLM US Department of the Interior, Bureau of Land Management

 

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Abbreviation Unit or Term
cfm cubic feet per minute
cm Centimeter
cm2 square centimeter
cm3 cubic centimeter
CoG cut-off grade
CNCu Cyanide soluble copper
Cu Copper
CuS Copper sulfide
dia. Diameter
EA Environmental Assessment
EIS Environmental Impact Statement
EMP Environmental Management Plan
FA fire assay
famsl feet above mean sea level
FS Feasibility Study
ft foot (feet)
ft2 square foot (feet)
ft3 cubic foot (feet)
ft3/st cubic foot (feet) per short ton
g gram
g/L gram per liter
g/st grams per short ton
GA General Arrangement
gal gallon
GCAZ Excelsior Mining Arizona, Inc.
GCC Gunnison Copper Corp.
GCH Excelsior Mining Holdings, Inc.
g-mol gram-mole
gpl gram per liter
gpm gallons per minute
Ha hectares
HDPE High Density Polyethylene
hp horsepower
IMC Independent Mining Consultants
in inch
IRR Internal Rate of Return
ISR In-Situ Recovery
JCM Johnson Camp Mine

 

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Abbreviation Unit or Term
kg kilograms
km kilometer
km2 square kilometer
ktons thousand short tons/ kilotons
kst/d thousand short tons per day
kst/y thousand short tons per year
kV kilovolt
kW kilowatt
kWh kilowatt-hour
kWh/st kilowatt-hour per short ton
L liter
L/sec liters per second
lb pound
LHD Load-Haul-Dump truck
LoM Life-of-Mine
M meter
m.y. million years
m2 square meter
m3 cubic meter
M3 M3 Engineering & Technology Corporation
Ma million years ago
mg/L milligrams/liter
mi mile
mi2 square mile
MIW Mine-influenced water
MM lb million pounds
mm millimeter
mm2 square millimeter
mm3 cubic millimeter
mppa million pounds per annum (year)
Mst million short tons
Mst/y million short tons per year
MVA megavolt ampere
MW million watts
NI 43-101 Canadian National Instrument 43-101
NPV Net Present Value
PAST Professional Archeological Services of Tucson
PEA Preliminary Economic Assessment

 

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Abbreviation Unit or Term
PFS Pre-Feasibility Study
PLS Pregnant Leach Solution
PMF probable maximum flood
POO Plan of Operations
ppb parts per billion
ppm parts per million
psi pounds per square inch
QA/QC Quality Assurance/Quality Control
RC reverse circulation drilling
RQD Rock Quality Description
RT Reverse takeover
SEC U.S. Securities & Exchange Commission
sec second
SG specific gravity
st short ton (2,000 pounds)
stpd short tons per day
st/h short tons per hour
st/y short tons per year
SX-EW Solvent Extraction (SX) - Electrowinning (EW)
t tonne (metric ton) (2,204.6 pounds)
TCu Total copper
TSF Tailings Storage Facility
TSP total suspended particulates
UIC Underground Injection Control
USEPA United States Environmental Protection Agency
V volts
VFD variable frequency drive
W watt
WTP Water treatment plant
XRD x-ray diffraction
yd2 square yard
yd3 cubic yard
yr year

 

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3RELIANCE ON OTHER EXPERTS

 

The authors, as Qualified Persons under NI 43-101, have examined the historical and current data for the Johnson Camp Mine provided by GCC, and have relied upon the basic data to support the statements and opinions presented in this technical report. In the opinion of the authors, the Johnson Camp Mine historical data, in conjunction with borehole assays conducted by GCC, are present in sufficient detail to prepare this technical report and are generally correlative, credible, and verifiable. The Project data are a reasonable representation of the Johnson Camp Mine. Any statements in this technical report related to deficiency of information are directed at information that, in opinion of the authors, is recommended by the authors to be acquired.

 

The authors relied on reports by John C. Lacy of the law firm, DeConcini, McDonald, Yetwin, & Lacy, for legal determination of lands on the Johnson Camp side of the property. GCC also obtained an ALTA Title Insurance Policy from First American Title Insurance Company for the patented mining claims and fee lands of the Johnson Camp property which was reviewed and is being relied on by the authors.

 

Clear Creek Associates (CCA) reviewed and updated the environmental report for the Johnson Camp Mine from the Phase I Site Assessment by Golder (2015) that documented the environmental condition of the Johnson Camp Mine. A new environmental section is provided in Section 20 for the Johnson Camp Mine heap leach operation. CCA has relied on information provided by GCC operations personnel and reports filed with agencies since the commencement of Stage 1 mining activities at the Gunnison Project in 2020 (Johnson Camp Mine).

 

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4PROPERTY DESCRIPTION AND LOCATION

 

The Property is held by GCC through its wholly owned subsidiaries Excelsior Mining Arizona, Inc. (GCAZ) and Excelsior Mining Holdings, Inc. (GCH). In December 2015, GCAZ purchased all assets of Nord Resources Corporation, as they relate to the JCM Property, through a court-appointed receiver.

 

The Property is located in Cochise County, Arizona, approximately 65 miles east of Tucson. Figure 4-1 is a general location map and property location near the I-10 freeway. The Project includes portions of Section 22, 23, 24, 25, 26, 27, 28, 33, 34, 35 and 36 T15S R22E, Sections 4,T16S R22E, and is centered at 32º 05’ 59” N latitude and 110º 04’ 05” W longitude. Total area of the Project is approximately 4,495 acres (1,820 Ha).

 

Figure 4-2 shows the claim status for the JCM Property as of January 2026. Table 4-1 contains a summary of the land packages that constitute the JCM Property. Following the table is brief descriptions of the claims, permits and land holdings. Appendix B contains a detailed list of all the mining claims and land packages.

 

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Source: GCC, 2026

Figure 4-1: Location of the JCM Property – January 2026

 

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Source: GCC, 2026

Figure 4-2: Property Mineral Rights by Claim Type – January 2026

 

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Table 4-1: Summary of Land Packages that Constitute the Johnson Camp Property

 

 Claim Type

 # of Claims

Approximate Area

Approximate Holding Costs

Surface Rights

Federal Patented Lode Mining Claims 53

759 acres

307 hectares

Annual $1,450.64 Controlled by GCAZ
Federal Unpatented Mining Claims 83

1,293 acres

524 hectares

Annual $16,600.00 Subject to US mining law
Fee Simple Lands 4

617 acres

250 hectares

Annual $1,060.40 Controlled by GCAZ
Benson Option 14

1786 acres

723 hectares

Subject to Benson Option (see below) Subject to Benson Option (see below)
Smith Option 1

40 acres

16 hectares

Subject to Smith Option (see below) Subject to Smith Option (see below)
Total 155

4,495 acres

1,820 hectares

Annual $19,111.04  

 

Ownership of the unpatented mining claims is in the name of the holder (locator), subject to the paramount title of the United States of America, under the administration of the U.S. Bureau of Land Management (“BLM”). Under the Mining Law of 1872, which governs the location of unpatented mining claims on federal lands, the locator has the right to explore, develop, and mine minerals on unpatented mining claims without payments of production royalties to the U.S. government, subject to the surface management regulation of the BLM. As of the effective date, annual claim-maintenance fees are the only federal payments related to unpatented mining claims, and GCC represents these fees have been paid in full to August 31, 2025. The current annual holding costs for JCM is estimated at $19,111.04, including the county recording fees.

 

GCC has the right to use the surface of the Project in the form of patented mining claims and fee land parcels. The federal unpatented claims grant surface access but do not provide for surface ownership. Unpatented mining claims give the owner the right to develop and exploit valuable minerals contained within the claim, so long as the claim is properly located and validly maintained. There are sufficient surface rights held by GCC to conduct mining operations at the JCM Property.

 

4.1Patented Mining Claims

 

There are 53 patented mining claims held in the name of GCAZ totaling 759 acres (307 ha). A complete list of the claims is provided in Appendix B. The claims include all surface and mineral rights. The claims are located on the ground and have no expiration dates.

 

4.2Unpatented Mining Claims

 

There are 83 unpatented mining claims held by GCC in the name of GCAZ and GCH totaling 1,293 acres (524 ha). A complete list of the claims is provided in Appendix B. The unpatented claims are for minerals only, with no surface ownership. The BLM requires that all unpatented claims use a rental year from September 1 through August 31; claims for which fees are not paid by August 31st are automatically forfeited. The claims otherwise have no expiration dates and under current mining law can be held indefinitely if properly maintained. The claims are located on the ground and the location descriptions are filed with the BLM.

 

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4.3Fee Simple Land

 

The JCM Property acquired by GCAZ includes Fee Simple Lands. There are four parcels of Fee Simple Lands all situated in Township 15S, Range 22E. Parcel 1 is situated on Section 26 and covers approximately 139 acres. Parcel 2 is situated on Section 26 and covers approximately 1 acre. Parcel 3 is situated on Sections 24 and 25 and covers approximately 53.44 acres. Parcel 4 is situated on Sections 23, 24, 25, and 26 and covers approximately 423.47 acres.

 

GCAZ has entered into an option agreement with certain landowners that provide GCAZ the right to acquire approximately 2,563.05 acres of Fee Simple Lands that are referred to as the “Smith Option”. The terms of the Smith Option agreement commenced in September 2022 and require an upfront fee of $40,000 and an annual fee of $30,000. GCAZ has a period of seven years to exercise the option at a price that starts at $3,500/acre in Year 1 and increases over the seven-year term at $500 per year to $6,500/acre in Year 7.

 

GCAZ has entered into an option agreement with certain landowners that provide GCAZ the right to acquire approximately 3898.14 acres of Fee Simple Lands that are referred to as the “Benson Option”. The terms of the Benson Option agreement commenced on November 12, 2024 and require an upfront fee of $1,000,000 and an annual fee of $250,000 in years two, three, four, five and six. GCAZ has a period of six years to exercise the option at a price that starts at $28,000,000 in Year 1 (with the $1 million credited against the purchase price) and increases over the six-year term at a rate of $2,000,000 per year (plus the $250,000 annual fee which is credited against the purchase price), to $37,000,000 in Year 6.

 

4.4Additional Royalties

 

4.4.1Triple Flag Royalty and Stream

 

Triple Flag Royalty: Triple Flag USA Royalties Ltd. (“Triple Flag Royalties”) holds a 3.0% gross revenue royalty over the JCM Property. The gross revenue royalty is defined as royalty percentage times receipts, which is the sum of physical product receipts and deemed receipts. The Triple Flag Royalties royalty applies to the entirety of the JCM Property and production therefrom.

 

The JCM Property is also subject to a Metal Stream Agreement with Triple Flag International Ltd. (“Triple Flag”) that is applicable to all oxide minerals production from the parts of the Project located in the “Stream Area”. The Metal Stream Agreement is summarized in Table 4-2.

 

Table 4-2: Triple Flag Metal Stream Agreement for the JCM Property

 

Stream Deliveries

Excelsior Mining Arizona Inc. (“Seller”) is required to deliver Grade A Copper Cathodes in an amount equal to the “Payable Copper”. The amount of Payable Copper is calculated based on a percentage of the amount of copper that is sold and delivered to Offtakers under the terms of Offtake Agreements (for percentages see heading – Payable Copper).

 

Payment The Buyer pays to the Seller a price for copper equal to 25% of the daily official LME Grade A Settlement quotation for copper quoted in U.S. Dollars, as published in the Metal Bulletin.

 

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Payable Copper

“Payable Copper” means a percentage of the Reference Copper equal to:

 

  Scenario

Stage 1

(25 mppa)

Stage 2

(75 mppa)

Stage 3

(125 mppa)

  Upfront Deposit 16.5% 5.75% 3.5%
  Upfront Deposit + Expansion Option 16.5% 11.0% 6.0%

 

 

At the current stage of the Project, the Buyer has made the initial Upfront Deposit ($65 million) and the Seller is ramping up to 25 mppa.

 

The “Expansion Option” provides Buyer the option to invest an additional $65 million in the event Seller approves an expansion to at least 50 mppa.

 

4.4.2Other Royalties and Production Payments

 

RG Royalties, LLC holds a 2.5% net smelter returns (“NSR”) royalty interest in minerals produced and sold from the 15 patented claims. These 15 patented claims are also subject to the terms of a “Royalty Deed and Assignment of Royalty,” recorded with the Cochise County Recorder’s Office on June 19, 2009, at No. 2009-14847, and the “Grant of Production Payment” recorded with the Cochise County Recorder’s Office on June 10, 1999, at No. 1999-18419, as modified by a certain “Assignment of Production Payment” between Arimetco, Inc. and Styx Partners, L.P. (collectively, the “Production Payment Agreements”). The Production Payment Agreements provide for a non-participating payment of $0.02 per pound out of production during the calendar month in which copper produced from the 15 patented claims. The production payment is only payable when copper prices are in excess of $1.00 per pound and is capped at an aggregate of $1,000,000, of which

$480,836 has been paid and/or accrued as of December 31, 2025.

 

4.5Nuton Agreement

 

On July 31, 2023, GCC announced that it had entered into an option to joint venture agreement (Nuton Option Agreement) with Nuton to further evaluate the use of its Nuton™ copper heap leaching technologies (Nuton™ technologies) at Johnson Camp. Under the Nuton Option Agreement, GCC remains the operator and Nuton funds GCC’s direct and indirect costs associated with a two-stage work program at Johnson Camp with Nuton having discretion to exit after Stage 1 and at certain defined milestones during Stage 2. Nuton provided a US$3 million pre-payment to GCC for Stage 1 costs and a payment of US$2 million for an exclusive option to form a joint venture with GCC over the Johnson Camp Mine after the completion of Stage 2.

 

The Nuton Option Agreement required that if Nuton proceeded to Stage 2, it would make a US$5 million payment to GCC for the use of existing infrastructure at the Johnson Camp mine for the Stage 2 work program. Nuton is also responsible for funding all of GCC’s direct and indirect costs associated with Stage 2 subject to full recoupment from sales of copper generated at JCM during Stage 2. The full Stage 2 work program is anticipated to take up to five years but will proceed based on milestones related to engineering and mobilization, infrastructure and construction, mining, leaching, copper production and post-leach rinsing. The completion of all milestones would result in full scale commercial production over several years at Johnson Camp utilizing Nuton™ technologies. Revenue from operations will first be used to pay back Stage 2 funding to Nuton, which also includes Nuton’s direct and indirect Stage 2 costs, and will then be credited to GCC’s account until a joint venture is formed or the Nuton Option Agreement is terminated.

 

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On May 15, 2024, GCC announced that Nuton had elected to proceed to Stage 2 of the existing Nuton Option Agreement.

 

After the completion of Stage 2, Nuton will have the right to exercise the option and form a joint venture on Johnson Camp per mutually agreeable terms whereby Nuton will hold an initial 49% and GCC an initial 51%. The purpose of the joint venture is to continue the development of the Johnson Camp Mine using Nuton™ technologies. Should Nuton not exercise the option, Nuton and GCC will discuss in good faith Gunnison’s continued use of the Nuton™ technologies at the Johnson Camp Mine subject to negotiated licensing terms and conditions.

 

4.6Additional Property Taxes

 

The JCM Property is subject to an annual property tax from Cochise County based on the full cash value of the deposit. The total property taxes for 2024 were $542,075.

 

4.7Environment and Permitting

 

JCM operates under an Aquifer Protection Permit (APP), Air Quality Permit (AQP), a Resource Conservation and Recovery Act (RCRA) site specific ID number. All of these permits are issued and administered by the Arizona Department of Environmental Quality (ADEQ). The on-site septic system is grandfathered under the APP regulations and therefore does not require a permit. These permits have been amended as required to address the restart of open pit mining and construction of a new heap leach pad. JCM has a site wide Reclamation Plan approved by Arizona State Mine Inspector (ASMI).

 

Existing closure liabilities at the JCM are covered under the APP and the ASMI Reclamation Plan. These include closure of the existing ponds, the leach pad, and all other disturbed grounds. There are existing bonds in place to cover all closure obligations. The amended APP includes a compliance schedule item for updating closure costs and subsequent bonding of the leach pad closure in ten years from issuance of the amended APP.

 

4.8Other Significant Risk Factors

 

There are no other known significant factors or risks that may affect access, title, or the right or ability to perform work on the property.

 

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5ACCESSIBILITY, CLIMATE, LOCAL RESOURCES, INFRASTRUCTURE AND PHYSIOGRAPHY

 

The Johnson Camp Mine (JCM) is located in a sparsely populated, slightly undulating ranching and mining area about 65 road miles east of Tucson, Arizona. The Tucson metropolitan area is a major population center (approximately 1,000,000 persons) with a major airport and transportation hub including well developed infrastructure (highways and rail) and services that support the surrounding copper mining industry. The nearby towns of Benson and Wilcox, along with Tucson, can supply sufficient skilled labor for the Project.

 

Access to JCM is via the Interstate10 (I-10) freeway from Tucson and Benson in the west or Wilcox in the east. JCM can be accessed from the Johnson Road exit along 1.5 miles of improved dirt roads north of I-10.

 

JCM encompasses approximately 4,495 acres within Cochise County, Arizona and includes patented claims, unpatented mining claims, and Fee Simple private land. Unpatented mining claims give the Owner exclusive right to possess the ground (surface rights) covered by the claim, as well as the right to develop and exploit valuable minerals contained within the claim, so long as the claim is properly located and validly maintained.

 

The Project has existing, well-developed infrastructure sufficient for copper exploitation. JCM has an existing complete SX-EW plant, process ponds, 69 kV power line, fresh water supply wells, a complete road network, and an assortment of ancillary buildings that can be used for administration, maintenance, laboratory, warehousing, and safety.

 

The main Union Pacific Southern Pacific railway runs 6 miles south of JCM.

 

The existing 69 kV electrical power line enters the eastern border of the property and lands at the main JCM substation.

 

Freshwater supply will be provided from existing wells and mine adits located on or near the JCM Property. There are sufficient water resources on the Property to satisfy freshwater make-up for the SX, leach pad irrigation, losses from evaporation and transpiration from the leach pad and ponds, the SX circuit, EW tankhouse operations, and reagent mixing as well as potable water supply for human consumption.

 

The elevation on the property ranges from 4,500 to 5,500 feet above mean sea level in terrain of the eastern Basin and Range physiographic province of southeastern Arizona. The climate varies with elevation, but in general the summers are hot and dry, and winters are mild.

 

The area experiences two rain seasons in general, one during the winter months of December to March and a second summer season from July through mid-September. The summer rains are typical afternoon thunderstorms that can be locally heavy. Average annual rainfall for Dragoon is 13.2 inches and the average highs range from 58ºF in January to 94ºF in June. Occasional light snow falls at higher elevations in the winter months. Exploration programs and mining activities operate year-round in the region.

 

Vegetation on the property is typical of the upper Sonoran Desert and includes bunchgrasses, yucca, mesquite, and cacti (Figure 5-1). The original leach pad can be seen in the background of this figure.

 

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Figure 5-1: Typical Vegetation and Topography below the Johnson Camp Mine

 

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6HISTORY

 

The information summarized in this section has been extracted and modified to a significant extent from (Zimmerman et al., 2017), sources therein, unpublished company files, as well as other sources as cited. The author has reviewed this information and believe this information is suitable for inclusion in this technical report.

 

6.1District Exploration History

 

The Cochise district has seen considerable copper, zinc, silver, and tungsten mining beginning in the 1880s and extending to the present day. Prior to the 1880s, miners are said to have worked copper deposits cropping south of the JCM area. Between 1882 and 1981, the district produced 12 million tons of material containing 146 million pounds of copper, 94 million pounds of zinc, 1.3 million pounds of lead, 720 thousand ounces of silver, and minor quantities of gold (Keith et al., 1983). Much of the historical production came from small-scale underground copper-zinc mines located on what is now the Johnson Camp property controlled by GCC. The most significant of these producers were the Republic and Moore mines illustrated in Figure 6-1. From 1904-1940, material from these mines reportedly contained 4 to 4.5 percent copper and 0.5-0.75 ounces of silver per ton (Cooper et al., 1964). The zinc content for this period was not reported. After 1940, the material contained 1.5 to 3 percent copper, 5 to 10 percent zinc, and about 0.3 ounces of silver per ton. The Republic mine was the site of the historical concentrating plant in the district. Smaller underground mines in the area, such as the Peabody, reportedly yielded very high-grade mineralized material which averaged 7.5 percent copper, 4 ounces of silver per ton, and contained as much as 44 percent zinc (Cooper et al., 1964).

 

Copper-oxide mineralization has been mined at the Johnson Camp open-pit operation since 1975, most recently by Nord Resources Corporation from 2008 until 2010 Mining consisted of two open pits (Burro Pit and Copper Chief Pit), which are separated by roughly 2,000 feet along strike. The operation mined copper and processed the material via heap-leach and SX-EW. Previous operators include Cyprus Mines, Arimetco, and Nord Resources. This property is now controlled by GCC. Historically prior to GCC ownership, approximately 39 million tons of material and 187 million pounds of copper have been produced out of the Johnson Camp open pits.

 

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Source: GCC, December 2025

Figure 6-1: Historical Mines Near Johnson Camp with historical Property Outline

 

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6.2Johnson Camp Property History

 

The information summarized in this section has been extracted and modified from various historical reports and records. The author has reviewed this information and believe this summary is materially accurate.

 

In the 1880s, a rail line was constructed approximately four miles south of what is now the JCM area and was the catalyst to the growth of the underground mining operations and processing of copper sulfide, copper oxide, silver, and zinc. By the 1900s, production surged, however, the surge was met with the decrease in copper prices, which eventually led to the forced closure of the Moore, Peabody, and Republic mine shown in Figure 6-1. The following summarizes the historical mining and exploratory operations by company that have taken place at the JCM area in ascending order.

 

Cyprus Mines Corporation (Cyprus) 1942 – 1986 With the abandonment and forced closure of the Republic mine in the early 1900’s, the 20-year vacancy resulted in flooding of the mine. In 1942, Cyprus reopened the mine and began mitigating the flooding and the construction of a mill. As the copper prices rose and fell, Cyprus converted the underground mining operations to an open pit mine with the discovery of the Burro deposit in 1975, that hosted an estimated 22-million-ton reserve. In 1986 operations ceased with the declining economic value of copper. Within that period, Cyprus mined over 100 million pounds of copper bearing material with 51 percent total copper (% TCu) (Curtis Associates, 2011).

 

Arimetco 1989-1998 With the purchase of the Johnson Camp property, Arimetco continued mining the Burro deposit (now known as the Burro Pit). Advancements during Arimetco’s ownership included expanding leach pads, construction of a crushing plant for better recovery, and open pit mining at the Copper Chief pit. Within the 10 years, Arimetco mined over 50 million pounds with 43% TCu. The property was eventually sold to Nord Resources Corporation (Curtis Associates, 2011).

 

Nord Resources Corporation (Nord) 1999 – 2015 Nord continued open pit mining at the Johnson Camp property until the fall of copper pricing occurred in 2003. Production ramped up in 2007 after Nord introduced better processing techniques via a new crushing and conveyor system, as well as expanding and upgrading the JCM. Again, production ceased due to economics, however, during the 11 years the Johnson Camp property was owned and operated by Nord, over 25 million tons were produced with an approximate 30% TCu recorded in the years of 2009 and 2010 (Curtis Associates, 2011).

 

Gunnison Copper Corporation (GCC) 2015-Present GCC purchased all assets of Nord Resources as they related to the Johnson Camp Mine, through a court appointed receiver, in December of 2015 (Zimmerman et. al, 2017). Prior to 2024, no production occurred at the Johnson Camp Mine has occurred since GCC purchased the property in 2015. Processing facilities have been upgraded.

 

6.3Historical Mineral Resource and Reserve Estimates

 

A number of estimations of mineralized materials at the Johnson Camp Mine were carried out by historical operators, only a few of which are summarized herein.

 

The classification terminology is presented as described in the original references. It is not known if this terminology conforms to the meanings ascribed to the Measured, Indicated, and Inferred mineral resource classifications, or the Proven and Probable reserve classifications of the Canadian Institute of Mining, Metallurgy and Petroleum’s “CIM Definition Standards - For Mineral Resources and Reserves, Definitions and Guidelines” (“CIM Standards”). The presentation of the historic mineral resources and mineral reserves does not imply that these are current or that there is a mineral reserve at Johnson Camp.

 

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In March 2000, the Winters Company prepared a Feasibility Study for Nord Copper Corporation (subsequently Nord Resources Corporation). The mineral resources were summarized in the report at various cut-off grades for both the Burro and Copper Chief pits. At a 0.2% total copper cut-off, the Burro Pit deposit was estimated to contain 67.2 million tons of material at a grade 0.397% total copper equating to 532.8 million pounds of contained copper. According to the report, 59% of the contained copper pounds were classified as measured, 29% of the contained copper pounds were classified as indicated, and 12% of the contained copper pounds were classified as inferred at the Burro Pit. At Copper Chief, the mineral resources reported at a 0.2% total copper cut-off were 68.9 million tons at a grade of 0.344% total copper equating to 474.1 million pounds of contained copper. The Copper Chief mineral resources were classified as follows: 35% of contained copper pounds were classified as measured, 18% of the contained copper pounds were classified as indicated, and 47% of the contained copper pounds were classified as inferred. The estimate was summarized from a block model containing 50-foot by 50-foot by 20-foot-high blocks. The block grades were estimated in two distinct methods, according to the report: a nearest neighbor estimation for any blocks pierced by drill holes and a kriged estimate for all other blocks. The kriging consisted of five separate runs constrained by rock type. The feasibility study reported a proven and probable reserve for both pits of 33.3 million tons at a total copper grade of 0.426%.

 

In October of 2005, Winters, Dorsey & Company, LLC prepared a Feasibility Study for Nord Resources Corporation. According to the report, the Feasibility Study used the same resource estimate as presented in the 2000 Feasibility Study. The study reported a proven and probable reserve for both pits of 35.1 million tons at a total copper grade of 0.393%.

 

Another feasibility study was prepared in September of 2007 by Bikerman Engineering & Technology Associates, Inc. (“BETA”) for Nord Resources Corporation. The report indicated that the resources were summarized from the study and estimation by the Winters Company in March of 2000. BETA used the mineral resource estimation to report proven and probable mineral reserve estimates based on total copper assays and recoveries for the Burro and Copper Chief deposits. From the historical data available, BETA concluded the reserve estimates to be conceptual in nature in that the reported reserves would reflect an over-estimation based on the use of total copper assays rather than acid soluble copper assays. The total of proven and probable reserves based on the methodology and approach of BETA was 73.4 million tons of material with a total copper grade of 0.335%. Also noted by [Bikerman et al., 2007] was historical estimates for the JCM Burro copper oxide deposit reported by Cyprus, as a 22-million-ton mineral reserve with a total copper grade of 0.85%. The mineral reserve was defined from a drilling program that led to open pit mining in 1975.

 

In 2010, Mincom, Inc generated a resource estimate for Nord Resources. According to the associated report, the new estimate was intended to address the problem of calculated acid soluble copper assays influencing previous estimates. It is unclear to the author if the estimate was ever released into the public domain. The existing internal technical report for the estimate provides several tabulations of resources with various estimation methods and sources of data.

 

In 2011, Curtis Associates updated the mineral reserves previously reported by BETA in 2007. The new approach for defining the mineral reserves was based on acid soluble copper instead of total copper. This method generated a proven and probable reserve of 111.3 million tons at a total copper grade of 0.29%. The report does not provide the acid soluble grade in the mineral reserve. The report does mention that the new reserve estimate contained 17% less recoverable acid soluble copper pounds than what was originally reported by BETA in 2007.

 

These historical estimates are relevant only for historical completeness and are not considered reliable. A qualified person has not done sufficient work to classify the historical estimate as current mineral resources or mineral reserves. GCC is not treating these historical estimates as current mineral resources or mineral reserves. All of these historical estimates are superseded by the mineral resource estimates presented in Section 14 of this technical report and are not to be relied upon; they are presented here only for ease of reference and historical completeness.

 

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6.4Cochise District Past Production

 

Production from the Johnson Camp Mine, as summarized by Curtis Associates (2011) for Cyprus, Arimetco, and Nord, is given below in Table 6-1 through Table 6-3, respectively.

 

Table 6-1: Cyprus Production at Johnson Camp by Year

(modified from Curtis Associates, 2011)

 

 

Year

 

Material to Pad

Contained
ASCu (%)
Contained ASCu

Lbs of Cu

Shipped

1975 2,132,260 0.496 21,152,019 6,143,024
1976 1,821,476 0.357 13,005,339 10,059,807
1977 1,563,030 0.399 12,472,979 10,327,424
1978 1,202,500 0.426 10,245,300 10,205,142
1979 1,588,400 0.522 16,582,896 10,032,003
1980 1,499,600 0.411 12,326,712 10,320,407
1981 1,551,500 0.470 14,584,100 10,693,485
1982 1,894,700 0.322 12,201,868 9,702,272
1983 1,962,600 0.504 19,783,008 9,717,616
1984 52,100 0.713 742,946 8,803,361
1985 0 0 0 6,200,836
1986 0 0 0 4,854,796
Sub 15,268,166 0.436 133,097,167 107,060,173

 

Table 6-2: Arimetco Production at Johnson Camp by Year

(modified from Curtis Associates, 2011)

 

 

Year

 

Material to Pad

Contained
TCu (%)
Contained TCu Lbs of Cu Shipped
1991 750,100 0.340 5,100,680 5,549,725
1992 2,516,320 0.480 24,156,672 8,156,435
1993 3,259,320 0.340 22,163,376 7,386,504
1994 2,719,690 0.290 15,774,202 5,618,012
1995 2,995,592 0.290 17,374,434 6,345,518
1996 3,084,254 0.350 21,589,778 9,921,576
1997 1,254,971 0.379 9,286,785 4,747,995
1998 0 0 0 2,181,304
Sub 16,580,247 0.348 115,445,927 49,907,069

 

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Table 6-3: Nord Production at Johnson Camp by Year

(modified from Curtis Associates, 2011)

 

Year

Tons of Material to Pad

Contained ASCu (%)

Contained ASCu

Lbs of Cu Shipped

Estimated Accum. ASCu Recovery

% - New Ore Incl. Inventory

1999 0 --- --- 672,004 ---
2000 0 --- --- 1,632,245 ---
2001 0 --- --- 1,133,914 ---
2002 0 --- --- 495,494 ---
2003 0 --- --- 556,388 ---
2004-2007 0 --- --- 0 ---
2008 0 --- --- 2,436,588 ---
2009 4,553,275* 0.154 14,000,000 8,407,421 75%
2010 2,344,762* 0.160 7,500,000 9,338,000 84%
2011 (6 mths) 0 --- --- 2,083,196 90%
Sub 6,898,037 0.157 avg.   26,755,250  
  *Material Crushed to -1 inch      

 

The Johnson Camp Mine lies within the Cochise mining district. Production by mine for the entire district is summarized in Table 6-4 with data from [Cooper et al., 1964], [Curtis Associates, 2011], and [Zimmerman, 2017] for the years 1902-2010.

 

Table 6-4: Historical Copper and Zinc Production, Cochise Mining District

 

Operation Name

Production

Period

ktons of Material

Commodity

Johnson Camp Mine 1975-2010 39,000 Copper
Moore Mine 1951-1954 250 Copper, Zinc
Republic/Mammoth Mine 1882-1952 550 Copper, Zinc
Copper Chief Mine 1905-1919 24.1 Copper, Silver
Peabody Mine 1907-1918 14.2 Copper, Silver
Black Prince Mine 1902-1918 1.4 Copper, Silver
Keystone Mine 1916-1937 1.8 Copper
Centurion Mine 1908-1944 1.5 Copper, Silver, Gold
Texas Arizona Mine 1910-1928 0.7 Copper, Lead, Silver, Gold
Total 1902-2010 39,844  

 

Note: Data for 1902 through 2010 compiled from Cooper and Silver (1964), Curtis Associates (2011) and Zimmerman (2017).

 

In addition to the operations listed in Table 6-4, several small-scale production operations with poorly preserved production records existed in the district in the late 1800s to early 1900s. This included tungsten production from vein systems in the Texas Canyon Quartz Monzonite (Cooper et al., 1964).

 

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7GEOLOGICAL SETTING AND MINERALIZATION

 

The information presented in this section of the report is derived from multiple sources, as cited. Mr. Bickel has reviewed this information and has determined this summary accurately represents the Johnson Camp Mine area geology and mineralization as it is presently understood.

 

7.1Regional Geologic Setting

 

The Johnson Camp Mine is located within the Mexican Highland region of the Basin and Range province. The region is characterized by fault-bounded mountain ranges, typically with large intrusions forming the cores of the ranges. The ranges are separated by extensional grabens containing thick sequences of Tertiary and Quaternary volcanic and alluvial deposits that overlie a basement of Precambrian through Mesozoic rocks.

 

The project lies on the eastern edge of the Little Dragoon Mountains shown in Figure 7-1 within the Cochise mining district. The Little Dragoon Mountains are an isolated, fault bounded horst block comprised of rocks spanning from 1.4 billion years ago (Ga) Pinal Group schists to Holocene sediments. The southern portion of the Little Dragoon Mountains consists predominately of the Texas Canyon Quartz Monzonite of Tertiary age, whereas the Pinal Group schists and a sequence of Paleozoic sedimentary units dominate the northern half of the range.

 

The oldest rocks in the area, the Pinal Group schists, are composed of sandstones, shales and volcanic flows that have been metamorphosed to greenschist and amphibolite facies. The Precambrian Apache Group unconformably overlies the Pinal Group schists and is composed of conglomerates, shales and quartzite that were subsequently intruded by diabase sills. The Apache Group is then unconformably overlain by Paleozoic rocks that host most of the mineralization in the district. At Johnson Camp, the important Paleozoic host is the Cambrian Abrigo Formation.

 

The Texas Canyon Quartz Monzonite is porphyritic with large potassium feldspar phenocrysts from 1 to 10 cm in length. Livingston et. al. [1967] determined the age to be 50.3 ± 2.5 Ma (not recalculated to current decay constants). Reynolds et. al. [1986] listed eight determinations ranging from 49.5 to 55.0 Ma. The intrusion crops out to the southwest of the Burro Pit at the Johnson Camp Mine.

 

Several deformations have occurred in the area with the most recent being the latest Cretaceous-Paleocene Laramide Orogeny compression, followed by Miocene and younger Basin and Range extension that has modified the topography to its current appearance. Proterozoic, pre-Apache Group deformation of the Pinal Schist Group included isoclinal folding with steep to overturned fold axes with a general northeastern structural trend. Minor deformations took place in late Precambrian and post-Paleozoic but pre-Cretaceous times. The post Paleozoic-pre-Cretaceous deformation is characterized by steep northeast to easterly striking faults with displacements up to hundreds of feet.

 

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(modified from Richard et al., 2000)

Figure 7-1: Regional Geology Little Dragoon Mountains with Historical Boundary

 

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The Laramide deformation produced structures striking in a northwesterly direction and was more or less perpendicular to the Pre-Apache Group deformation. Pre-late Cretaceous faults were reactivated and modified, and folds and thrust faults are common features of the Laramide.

 

Two episodes of block faulting have created the Basin and Range topography that dominates the current landscape and postdates the mineralization in the region.

 

7.2Property and Deposit Geology

 

The Johnson Camp property’s geology is characterized by a package of upper Precambrian and lower Paleozoic rocks striking to the northwest and dipping moderately to the northeast. Copper mineralization is hosted throughout the geologic section although it is most abundant in the Cambrian Abrigo formation, which is sub-divided into upper, middle, and lower units at the property. The Abrigo formation is underlain by the Cambrian Bolsa quartzite and finally the Apache Group rocks of the upper Precambrian, specifically the Precambrian diabase and Pioneer Shale which are underlain by Precambrian Pinal Schist. A description of relevant geological units is given in Table 7-1. Note that the Bolsa quartzite at the Johnson Camp property is inappropriately applied to the formation directly below it, the Dripping Springs quartzite, which is part of the Precambrian Apache Group. There is no angular discordance between the two formations, however the basal unit of the Dripping Springs quartzite, the Barnes Conglomerate, can be easily identified in the open pits at Johnson Camp. Despite some subtleties, the two units are largely indistinguishable and historical operators at Johnson Camp lumped them together. For the purposes of this technical report, the “Bolsa quartzite” will refer also to the Dripping Springs quartzite and Barnes Conglomerate.

 

Table 7-1: Geologic Descriptions of Relevant Johnson Camp Mine Formations

 

Rock or Formation

Age

Approximate Thickness

Geologic Description

Upper Abrigo formation Upper Cambrian 150 feet Thin sandy dolomite beds with minor quartzite altered to white and green calc-silicate hornfels
Middle Abrigo formation Upper Cambrian 300 feet Thin bedded crenulated limestone with minor shale altered to distinct brown garnet-rich skarn

 

Lower Abrigo formation

 

Upper Cambrian

 

250 feet

Shale with interbedded limestone and dolomite altered to a dark grey/black calc-silicate hornfels

 

Bolsa Quartzite/ Dripping Springs Quartzite

 

Middle Cambrian/ Upper Precambrian

 

200 feet

Quartzite with minor shale beds altered to calc-silicate hornfels. Distinct red-brown color A 10-foot-thick conglomerate (Barnes Conglomerate) marks the base of the unit

 

Diabase

 

Upper Precambrian

 

30 feet

Thin sills of metadiabase intruding the Pioneer Shale. Two distinct sills (upper and lower) and defined in the Johnson Camp area

 

Pioneer Shale (Apache Group)

 

Upper Precambrian

 

150 feet

Shale with quartzite interbeds. Distinct purple-maroon and white color and reduction marks throughout with cubic pyrite.

 

The stratigraphic package is rotated generally thirty degrees to the northeast. Figure 7-2 shows a cross section of the Johnson Camp Mine geology through the Burro Pit area.

 

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Figure 7-2: Cross Section Through the Burro Pit at the Johnson Camp Mine

 

To the southwest of the property, the surface geology is dominated by outcrops of Precambrian Pinal schist and the Tertiary Texas Canyon quartz monzonite stock, as mapped by Cooper. To the northeast of the property, the Devonian Martin formation and Mississippian Escabrosa limestone overlie the Abrigo formation. The Texas Canyon quartz monzonite stock is thought to be the source of metallization in the district and at Johnson Camp. Roughly 750 feet to the southwest of the Burro Pit, the “altered phase” of the stock (as mapped by Cooper) crops out in a road cut on the south end of the old leach pad and the unit continues to the south and west of the property. The altered phase in this area and generally district-wide contains cm-scale quartz or quartz-orthoclase veins with coarse muscovite halos. These vein sets can be followed in a south-southwesterly direction from the outcrop where weak mineralization can be observed in and around the veins. No quartz monzonite is recognized in the Burro or Copper Chief pit nor recognized in any drilling at Johnson Camp. However, similar styles of veining observed in the stock can be identified at the Johnson Camp property.

 

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According to historical interpretations, three sets of faults are recognized at Johnson Camp: north-northeast striking faults with apparent right-lateral displacement and steep dips usually to the southeast, east-northeast striking faults with apparent right-lateral displacement and moderate to steep dips to the south-southeast, and northwest-striking faults with apparent reverse or normal displacement and steep dips variably to either the northeast or southwest. It is likely that the northwest-striking set covers two separate tectonic events but is grouped together for the sake of this technical report. In all sets of faults, displacements are relatively minor (usually less than 200 feet of vertical or lateral displacement). Immediately to the south of the property, the Keystone fault, which is another north-northeast-striking fault with right-lateral displacement, shows significant throw juxtaposing the Mississippian section against the Cambrian. None of the faults in the Johnson Camp area, however, show displacement close to the magnitude of the Keystone Fault.

 

 

Source: GCC, December 2021

Figure 7-3: Property Geologic Setting for the Johnson Camp Mine with Historical Boundary

 

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7.3Alteration

 

Moderate to intense calc-silicate alteration of the stratigraphic units at Johnson Camp is widespread throughout the property, especially in the Cambrian Abrigo formation. Calc-silicate minerals including garnet, epidote, and diopside are common in various assemblages which are primarily controlled by protolith mineralogy and secondarily controlled by proximity to structures. The Middle and Lower sub-units of the Abrigo formation contain the most intense calc-silicate alteration in the area. In the Middle Abrigo Formation, brown-tan garnet and epidote alteration is consistent and diagnostic of the unit. In the Lower Abrigo Formation, the rock is dominantly altered to dark grey to black hornfels with interbedded sub-units containing diopside-rich and/or garnet-epidote lenses similar to alteration in the Middle Abrigo Formation. Pervasive quartz veining occurs in both the Abrigo Formation and underlying Bolsa Quartzite throughout the Johnson Camp Mine area. Quartz vein orientations are typically sub-parallel to the stratigraphic units. Distinctive vein halos containing coarse muscovite can be observed in certain areas of the property, especially in the Bolsa Quartzite at the Copper Chief Pit.

 

7.4Mineralization

 

Primary copper mineralization at Johnson Camp is dominantly found along bedding planes or in veins and replacements as chalcopyrite along with quartz and pyrite, closely associated with skarn and calc-silicate alteration in the rock. The presence of copper mineralization at JCM is generally within the Bolsa Quartzite, Diabase Units, Lower and Middle Abrigo Formations. The deposit has been oxidized variably and oxidation is strongly controlled by structural features such as faults and stratigraphic contacts, as well as general depth profiles. Oxide copper consists primarily of chrysocolla, malachite, copper limonite, and manganiferous wad. Supergene chalcocite and occasional native copper occur generally in transitional zones between the oxide and primary sulfide mineralization. Transitional zones void of significant supergene chalcocite are categorized as mixed at JCM. Primary copper mineralization is dominated by chalcopyrite mineralogy. North-northwest and north-northeast fault sets appear to have had some influence on mineralizing fluids although the structural zones themselves are not significant in terms of bulk mineralization. Locally in the diabase sills and Bolsa quartzite, copper has been observed as exotic accumulations on fractures, presumably derived from dissolution of copper in the immediately overlying lower Abrigo Formation. This is especially apparent in the Copper Chief pit, where mobilized and precipitated copper oxides can be easily observed on joint planes and fractures (Curtis Associates, 2011).

 

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8DEPOSIT TYPES

 

The Johnson Camp Mine (JCM) copper deposit is a sub-type of or related to a classic copper skarn (Einaudi et al.,1980) and (Meinert et al., 2005). Skarn deposits range in size from a few million to 500 million tonnes and are globally significant, particularly in the southwestern US. They can be stand-alone copper skarns, which are generally small, or can be spatially and temporally closely associated with porphyry copper deposits, in which case they tend to be very large. The skarn at JCM and collectively in the Cochise mining district is presumably related to the Texas Canyon Quartz Monzonite, despite the intrusive itself hosting very little-known economic mineralization. Mineralization in the quartz monzonite would require more specialized conditions involving the metal and volatile content of the magma, depth of emplacement, or other factors (Burt, 1977).

 

Copper skarns generally form in calcareous shales, dolomites, and limestones peripheral or adjacent to the margins of diorite to granite intrusions that range from dikes and sills to large stocks or phases of batholithic intrusions, and frequently are associated with mineralized intrusions. Copper mineralizing hydrothermal fluids are focused along structurally complex and fractured rocks and convert the calcareous shales and limestones to andradite-rich garnet assemblages near the intrusive body, and to pyroxene and wollastonite rich assemblages at areas more distal to the intrusive. Retrograde evolution of the hydrothermal fluids produces actinolite-tremolite-talc-quartz-epidote-chlorite assemblages that overprint earlier garnet and pyroxene. Mineralization at JCM occurs approximately 500 ft northeast of known occurrences of the Texas Canyon Quartz Monzonite intrusion in the Cochise mining district, which is thought to be the source of mineralizing hydrothermal fluids. Therefore, JCM can be sub-categorized as proximal skarn related to a porphyry copper system. This assumption is supported by the high abundance of garnet-epidote alteration in the mineralized zones, and the characterization of the deposits in numerous historical publications. The anatomy of a telescoped porphyry copper system model illustrated in Figure 8-1 by (Sillitoe, 2010) can be used as a conceptual model to understand the spatial relationship of proximal skarns in the district.

 

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Source: Sillitoe, 2010

Figure 8-1: Schematic Model

 

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9EXPLORATION

 

This section summarizes the exploration work carried out at the Johnson Camp Mine. Mr. Bickel has reviewed the information and has determined it is suitable for disclosure in this technical report.

 

9.1Historical Exploration

 

Exploration in the JCM area has taken place since the late 1800s and during that time, mining at JCM was considered archaic (Curtis Associates, 2011). Open pit mining commenced in 1975 by Cyprus and replaced the underground mining operations following the completion of an exploratory drilling program that defined the historical reserve of the Burro deposit. Cyprus and Arimetco collectively drilled 254 holes within both the Burro and Copper Chief pits. In 1999, Nord focused drilling exploration efforts on prospective targets outside of the pits such as the North and Keystone-Walnut areas. As a result of the four-phase exploration drilling program, 43 holes were drilled in the North area and 17 in the Keystone-Walnut area. Of the 60 drillholes, it was determined that no copper mineralization could be classified as reserves (Curtis Associates, 2011). Geological mapping was conducted by Nord in 2005 throughout the Burro and Copper Chief pit areas to identify and update existing geological maps. In 2008, Nord completed 25 drillholes that were placed at the extents of the Burro and Copper Chief pits to further delineate the resource. The drillholes confirmed mineralization to the north and south of the respective pits. An additional 6 drillholes were completed in 2010 by Nord that confirmed the geological and mineralogical continuity between the Burro and Copper Chief pits. The exploration programs carried out by Nord further defined the copper resources at the Burro and Copper Chief pits, along with indicating potential target areas for future development.

 

9.2GCC Exploration

 

From 2016-2017, GCC catalogued and evaluated all data, drill core, pulp, and coarse reject material in the core shed inherited from Nord and subsequently commenced a re-logging and re-sampling program focused on soluble copper mineralization and assays.

 

In 2018, RESPEC began evaluating data provided by GCC for the purposes of building a new database to eventually create a new mineral resource estimate. These activities included:

 

●Review of historical documentation prepared by GCC that discuss the overall project geology, details on historical soluble-copper analyses, and historical modeling of total copper and soluble copper.
   
●Review of the Nord “10a” total copper and soluble copper resource modeling methodologies.
   
●Detailed statistical analysis of historical data vs GCC results from 2016 and 2017 resampling of historical drill core and re-analyses of historical pulps.

 

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●Implementation of the transformation of certain project data from original mine-grid coordinates (JCM Grid) into NAD1927 State Plane Arizona East FIPS coordinates using a 2-point rotation determined in 2016 by Darling Geomatics.
   
●The re-creation of a version of the Nord “10a” block model in the new project coordinates.
   
●Creation of project topography by contouring DEM, topography, and USGS 10 m NED data.
   
●Creation of a RESPEC project drill-hole database.

 

In 2022-2024, GCC completed several drilling programs at JCM in which 77 drill holes were completed totaling 29,377.5 feet.

 

●In 2022, GCC completed a drilling program at JCM in which 44 drill holes were completed totaling 15,313 feet.

 

●In 2023, GCC completed a drilling program at JCM in which 21 drill holes were completed totaling 11,872 feet.
   
●In 2024, GCC completed a drilling program at JCM in which 12 drill holes were completed totaling 2,192.5 feet.

 

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10DRILLING

 

All of the drilling summarized in this section was conducted by historical operators from the 1960s through 2010. GCC completed a drilling program in 2022 to 2024 at the property focused on the Burro pit area.

 

This section summarizes the historical drilling and the drilling completed by GCC and the information presented in this section of the technical report is derived from multiple sources, as cited. The QP has reviewed this information and believe this summary accurately represents drilling done at the Johnson Camp Mine.

 

10.1Summary

 

The Johnson Camp Mine database contains 390 drill holes total 135,600 feet of drilling. Several drilling campaigns and operators span the contents of the database. Based on RESPEC’s current knowledge, historical operators of the campaigns include Cyprus Mining (171 drill holes), Arimetco (83 drill holes), Nord (31 drill holes), Sumitomo (12 drill holes), and 16 drill holes were completed by an operator unknown to RESPEC. GCC completed 77 drill holes in 2022 to 2024. Drilling is concentrated in and immediately around the historically producing open pits. Figure 10-1 below shows the collar locations for the drill holes in the database, and Table 10-1 is a breakdown of the drilling and operators in the Johnson Camp Mine area. Representative cross-sections detailing the author’s interpretation of the intersected mineralization in the Burro Pit and Copper Chief pits are shown in Figure 14-5 and Figure 14-6, respectively. Significant drilling intercepts are provided in Appendix C.

 

Table 10-1: Summary of Johnson Camp Drilling

 

Operator Year Holes Feet
Cyprus Mining 1960 – 1986 171 59,818
Arimetco 1989 - 1997 83 24,637.5
Summo USA Corp. 1998 12 5,800
Nord Resources Corp. 2008-2010 31 14,368
GCC 2022 - 2024 77 29,377.5
Unknown   16 1,599
Totals 390 135,600

 

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Figure 10-1: Map of Johnson Camp Drill Holes

10.21960-1986 Historical Drilling by Cyprus Mining

 

Cyprus Mining (“Cyprus”) drilled a total of 61,417 feet in 187 holes, of which 10 were drilled vertically and 3 were angle holes. These holes were drilled generally in the period of 1960-1986, although exact dates of each hole are not known to RESPEC. The drilling was done on approximately 100-foot centers (Curtis Associates, 2013). Cyprus drilled NQ size (1.8-inch core diameter) holes. No information is available regarding the drill contractor(s), rig type(s) or methods and procedures for collar and down-hole surveys, if any were conducted. The current drill hole database does not include downhole surveys for the holes.

 

10.31989-1997 Historical Drilling by Arimetco

 

Arimetco drilled a total of 24,638 feet in 83 holes, of which 180 were drilled vertically and 7 were angle holes. These holes were drilled generally in the mid-1990s (Curtis Associates, 2013). Exact drilling dates of each hole are not known to RESPEC. Arimetco drilled primarily reverse circulation holes with some core drilling (Bikerman et al., 2007). No information is available regarding the drill contractor(s), rig type(s) or methods and procedures for collar and down-hole surveys, if any were conducted. The current drill hole database does not include downhole surveys for the holes.

 

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10.41998 Historical Drilling by Summo USA Corp.

 

Summo USA Corp. (“Summo”) drilled a total of 5,800 feet in 12 holes, of which 7 were drilled vertically and 5 were angle holes. These holes were drilled in 1998. Summo drilled them all by reverse circulation methods. No information is available regarding the drill contractor(s), rig type(s) or methods and procedures for collar and down-hole surveys, if any were conducted. The current drill hole database does not include downhole surveys for the holes.

 

10.52008-2010 Historical Drilling By Nord Resources Corp.

 

Nord Resources Corp. (“Nord”) drilled a total of 14,368 feet in 31 holes, of which 27 were drilled vertically and 4 were angle holes. Twenty-five of these holes were drilled in 2008 and the remainder were drilled in 2010. Nord drilled by reverse circulation methods. No information is available regarding the drill contractor(s), rig type(s) or methods and procedures for collar and down-hole surveys, if any were conducted. The current drill hole database does not include downhole surveys for the holes.

 

10.62022-2024 DRILLING BY GCC

 

The drill contractor for the 2022 - 2024 program was Godbe Drilling, using both LF70 and LF90 drill rigs. Godbe drilling set steel casing through the first five feet of bedrock, or through backfill in the pit and first five feet of bedrock. Downhole surveys were completed by Godbe drilling upon completion of drill hole using directional survey methods. Godbe drilling abandoned holes with mud and a grout cap. All GCC drillhole collars have been surveyed by Darling Geomatics using a Trimble GPS, which can be accurate to 0.05 ft horizontally and 0.2 ft vertically. GCC completed an infill and metallurgical core drilling program in the Burro pit area. 36 HQ core size (2.5-inch core diameter) infill holes and 8 PQ core size (3.3-inch core diameter) metallurgical holes were completed. Downhole surveys were conducted on all but 10 core holes of which two of the holes were redrilled with the original hole lacking a survey. In 2023, GCC completed metallurgical holes, 14 PQ core size and 1 PQ/HQ core size holes, and 6 condemnation holes, 2 PQ/HQ core size and 4 HQ core size holes. Downhole surveys were conducted on all, three of the drill holes were redrilled. In 2024, GCC completed 12 metallurgical holes, all of which were PQ core size. Downhole surveys were conducted on 4 of 12 drill holes, two of the drill holes were redrilled. Figure 10-1 above shows the collar locations for the drill holes in the database, with the blue holes illustrating the drillholes completed by GCC during the 2022 – 2024 drill programs.

 

10.72025 Blast Hole Drilling by GCC

 

GCC began production at the Johnson Camp Mine in 2025. Over 20,000 feet of blast hole drilling has been completed associated with advancement of production. Blast hole samples are assayed and logged; however, no formal QA/QC sampling has been established for the sampling of these holes and therefore they do not meet industry standards for sampling protocols. The author does not consider this drilling relevant for the mineral resources estimated in this report.

 

10.8Summary Statement

 

Mr. Bickel has determined that the drilling sampling procedures provided samples of drill intercepts that are representative of significant copper mineralization at JCM and of sufficient quality for use in the interpretations herein, and for the resource estimations discussed in Section 14. The QP is unaware of any sampling or recovery factors that materially impact the mineral resources discussed in Section 14. Figure 14-1 through Figure 14-6 show representative drill sections through the mineral deposit for lithology, oxidation, and mineralization.

 

There is a general lack of down-hole deviation survey data for the historical holes in the Johnson Camp Mine area. While the paucity of such data is not unusual for drilling done prior to the 1990s, the lack of deviation data contributes a level of uncertainty as to the exact locations of drill samples at depth. However, these uncertainties are mitigated to a significant extent by the vertical orientation of nearly all drill holes, and the open-pit nature of any potential future mining operation that is based in part on data derived from the historical holes.

 

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11SAMPLE PREPARATION, ANALYSES AND SECURITY

 

This section summarizes all information known to Mr. Bickel relating to sample preparation, analysis, and security, as well as quality assurance/quality control procedures and results, which pertain to the Johnson Camp Mine. The information has either been compiled by Mr. Bickel from historical records as cited or provided by GCC.

 

11.1Historical Sample Preparation and Analysis

 

Mr. Bickel is unaware of any information on the methods and procedures used by Nord for the preparation of their drilling samples. Incomplete records indicate that all samples were analyzed for copper and some were analyzed for soluble copper, but the analytical methods are not known.

 

According to Bikerman et al. (1974), all Cyprus drilling was NQ size, and general procedures involved delivering the core from the rig to a core facility on site where it was marked and split by geologists. Core splitting was completed on a concrete pad to avoid contamination, and that the samples were shipped to a certified independent certified lab. The samples were subject to QA/QC standards, and Cyprus did perform check assays through multiple labs. Cyprus also used performed a QA/QC procedure of compositing sample pulps of a given intersection and comparing the composited assay to the original analyses (Bikerman et al., 2007). Based on copies of assay certificates provided by GCC, the majority of the samples submitted by Cyprus were assayed at Southwestern Assayers and Chemists (“SWAC”) in Tucson, Arizona. The samples were analyzed for total copper and soluble copper. The author has no information on the analytical methods and procedures used. The author infers that SWAC was independent of Cyprus.

 

Arimetco drilling, which was primarily by reverse-circulation methods, was sampled using a sample cone and Jones splitter (Bikerman et al., 2007). Arimetco use certified labs to perform the analyses. No information is available on the methods and procedures used for sample preparation and analysis.

 

Samples from the Summo USA Corp drill-holes were analyzed by Actlabs-Skyline, another predecessor to what Skyline Assayers and Laboratories is now. Samples were analyzed for total copper and sequential analysis of acid-soluble and cyanide-soluble copper. No information is available on the methods and procedures used for sample preparation and analysis.

 

Nord samples from their 2008 and 2010 drilling campaigns were analyzed by Skyline Assayers and Laboratories. Samples were analyzed for total copper and sequential analysis of acid-soluble and cyanide-soluble copper. No information is available on the methods and procedures used for sample preparation and analysis.

 

11.2GCC Resampling Procedures

 

Following GCC’s purchase of the Johnson Camp Mine, a detailed inventory of historical drill core and sample pulp from the existing storage site near at the mine was undertaken. The core and pulp material at the Johnson Camp core shed was found to be well-organized. However, the physical state of the core shed itself was in poor condition. The facility had been exposed on one side by a broken bay door, and some core boxes and pulp containers were dilapidated or destroyed by rodents. GCC salvaged what material remained in-tact and transported it to their core facility in Casa Grande. Drill core and pulp remaining from historical drilling was inspected and selected intervals were re-sampled by GCC in 2016 and 2017. The core was logged, photographed, and inspected by GCC staff. Samples were selected based on criteria developed by GCC for the purposes of data investigations. The criteria were limited by core and pulp availability. Samples existed as half core (originally split by historical operators). These samples were split to ¼ core. Pulps were transferred into new bags, shaken up, and a minimum of 20 grams was separated for re-sample. All core samples were mechanically split and placed in bags. Internal QA/QC samples (standards, blanks, and ¼ core duplicates) were inserted approximately every tenth sample in the sequence.

 

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The GCC samples were prepared and analyzed at Skyline Laboratories (“Skyline”) in Tucson, Arizona. Skyline is an independent commercial laboratory that holds ISO 9001:2015 and ISO/IEC 17025:2017 accreditations.

 

The samples were crushed to plus 75% passing -10 mesh, then split and pulverized with standard steel to plus 95% passing -150 mesh.

 

The analytical methods for the assays are as follows:

 

Total Cu (TCu) analyses: Samples are digested in a mixture of hydrochloric, nitric and perchloric acids. This solution is heated and taken to dryness. The contents are treated with concentrated hydrochloric acid and the solution is brought to a final volume of 200 mL with de-ionized water. This solution is read by Atomic Absorption using Standard Reference Materials made up in 5% hydrochloric acid.

 

Sequential Analysis of Acid-Soluble Cu (ASCu) and Cyanide-Soluble Cu (CNCu) analyses: Samples are digested in 5% sulfuric acid and supernatant solution is diluted to 100 mL with de-ionized water. The residue is digested in 10% sodium-cyanide solution and diluted to 100 mL. The ASCu samples are read on Atomic Absorption units using 0.5% H2SO4 calibration standards. The CNCu samples are read on Atomic Absorption units using 1% NaCN calibration standards.

 

11.3GCC 2022-2024 Sample Preparation and Analysis

 

From 2022 to 2024, GCC completed an infill and metallurgical core drilling program. The core was logged, photographed, and inspected by GCC staff and contractors. Samples were selected based on a suggested 10-foot length with flexibility to sample on geologic contacts and mineralization boundaries. All core samples were split using diamond blade saws and placed in bags. Internal QA/QC samples (standards, blanks, and ¼ core duplicates) were inserted approximately every tenth sample in the sequence. Metallurgical holes were sampled for assay by cutting an approximately 1/8 core slice down the core’s long axis for each interval. Slice locations were chosen by the logging geologist to ensure representative mineralization from the core was selected for each slice.

 

The GCC samples were prepared and analyzed for ASCu and CNCu analyses (described in Section 11.2) at Skyline Laboratories (“Skyline”) in Tucson, Arizona. Skyline is an independent commercial laboratory that holds ISO 9001:2015 and ISO/IEC 17025:2017 accreditations.

 

11.4Sample Security

 

The author has no information on the sample security methods and procedures used by historical operators. Drill core remaining from the historical drill campaigns has been stored at the GCC core facility in Casa Grande, AZ. GCC’s samples were selected and stored in bags at the GCC core facility. The bags were placed into large mobile bins and made available for direct pickup by Skyline labs. Upon pickup by Skyline, Chain of Custody sheets were filled out and signed by GCC and Skyline.

 

For the 2022 to 2024 drilling program, drill core was temporarily stored at the GCC core facility at the Johnson Camp Mine for sample preparation; after sample preparation was complete, it was moved to the GCC core facility in Casa Grande, AZ. GCC’s samples were collected and stored in bags at the GCC core facility. The bags were placed into large mobile bins and made available for direct pickup by Skyline labs or were delivered to Skyline Labs by FCC staff. Upon pickup by Skyline or delivery to Skyline, Chain of Custody sheets were filled out and signed by GCC and Skyline.

 

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11.5Quality Assurance/Quality Control

 

11.5.1Historical QA/QC Results

 

Little information is provided in the historical records pertaining to the results of historical QA/QC programs. According to Bikerman et al., (2007), a QA/QC procedure whereby Cyprus composited sample pulps and re-submitted the composite for assay as a comparison to the composite grade of original assays was practiced during exploration of the property. Some original assay certificates for this procedure are available, and those that exist compare assays from Southwestern Assayers and Chemists to Union. Others compare results from Hazen labs to an unknown source of assays.

 

11.5.2GCC 2016-2017 Drilling QA/QC Methods and Results

 

CRMs for Resampling Program. GCC purchased commercial certified reference materials (“CRMs”) for use in the 2016-2017 resampling program. The CRMs were inserted into the re-sample stream and analyzed with the core samples for total copper. The results were used to evaluate the analytical accuracy and precision of the analyses in GCC’s samples.

 

In the case of normally distributed data, 95% of the CRM analyses are expected to lie within the two standard-deviation limits of the certified value, while only 0.3% of the analyses are expected to lie outside of the three standard-deviation limits. Note, however, that most assay datasets from metal deposits are positively skewed. Samples outside of the three standard-deviation limits are typically considered to be failures. As it is statistically unlikely that two consecutive analyses of CRMs would lie between the two and three standard-deviation limits, such samples are also considered to be failures unless further investigations suggest otherwise. All potential failures should trigger investigation, possible laboratory notification of potential problems, and possible reanalysis of all samples included with the failed standard result.

Table 11-1 lists the CRMs used by GCC for the 2016-2017 core drilling program.

 

Table 11-1: Certified Reference Materials for 2016-2017 Assays

 

Reference Material Certified Value (%Cu) 2 Std Dev (%Cu) No. of Skyline Analyses
AMIS 0249 0.37 0.01 147
AMIS 0370 0.70 0.05 16

 

The Skyline copper analyses of the GCC CRMs returned excellent results, with generally good precision and accuracy for both AMIS 0249, shown in Figure 11-1, and AMIS 0370, shown in Figure 11-2. Only one technical ‘failure’ occurred in standard analyses, shown on the chart for AMIS 0370. The value reported from the lab, 0.64, is slightly below the ‘failure’ threshold of 0.6418. GCC considered that the reporting precision from the lab is two decimal places, and that the value is likely within the threshold limits if reported with higher precision. Therefore, the sample was not considered an actual failure. The author considers this conclusion reasonable.

 

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Figure 11-1: 2016 – 2017 AMIS 0249 Total Copper Analyses

 

 

Figure 11-2: 2016 – 2017 AMIS 0370 Total Copper Analyses

 

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Coarse Blanks for Resampling Program. Coarse blanks are samples of barren material that are used to detect possible contamination in the laboratory, which is most common during sample preparation stages. In order for analyses of blanks to be meaningful, they must be sufficiently coarse to require the same crushing and pulverizing stages as the drill samples. It is also important for a significant number of the blanks to be placed in the sample stream within, or immediately following, a set of mineralized samples, which would be the source of most contamination issues. In practice, this is much easier to accomplish with core samples than RC.

 

Blank results that are greater than five times the lower detection limit of the relevant analyses are typically considered failures that require further investigation and possible re-assaying of associated drill samples. The detection limit of the Skyline analyses was 0.01% for total copper. Blank samples assaying in excess of five times these detection limits (0.005%) are considered to be failures. A chart of the Skyline analyses of the coarse blanks is shown in Figure 11-3. There were no coarse blank failures among the samples analyzed.

 

 

Figure 11-3: 2016 – 2017 Coarse Blank Copper Values

 

Core-Duplicates for Resampling Program. Core field duplicates are secondary splits of original core samples collected simultaneously with the primary sample splits. One half split core is quartered to create the duplicate. Core duplicates are used to evaluate the total variability introduced by subsampling, including in the laboratory as well as the variability in the analyses. Core-duplicates should therefore be analyzed by the primary analytical laboratory.

 

GCC’s resampling program included a total of 32 pairs of total copper analyses from core-duplicate samples. Figure 11-4 is a scatter plot of the core-duplicate results.

 

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Figure 11-4: 2016 – 2017 Core-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays

 

GCC’s resampling program included a total of 44 pairs of total copper analyses from pulp-duplicate samples. Figure 11-5 is a scatter plot of the pulp-duplicate results.

 

 

Figure 11-5: 2016 – 2017 Pulp-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays

 

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There is no obvious bias in the duplicate sample results. The average assay duplicate assay values for copper are within 10% of the average original values. No outliers were removed.

 

11.5.3GCC 2022 Drilling QA/QC Methods and Results

 

CRMs. GCC purchased commercial certified reference materials (“CRMs”) for use in the 2022 core drilling program. The CRMs were inserted into the sample stream and analyzed with the core samples for total copper. The results were used to evaluate the analytical accuracy and precision of the analyses in GCC’s samples.

 

Table 11-2 lists the CRMs used by GCC for the 2022 core drilling program.

 

Table 11-2: Certified Reference Materials for 2022 Assays

 

Reference Material

Certified Value (%Cu) 2 Std Dev (%Cu) No. of Skyline Analyses
A106009X 0.136 0.02 39
AMIS0358 0.7568 0.0396 4
CDN-ME-2001 1.06 0.04 45

 

The Skyline copper analyses of the GCC CRMs returned excellent results, with generally good precision and accuracy, shown in Figure 11-6 to Figure 11-8. A106009X and AMIS0358 returned no values outside of 2 standard deviations. CDN-ME-2001 had a slight low bias and returned 5 values below 2 standard deviations.

 

 

Figure 11-6: 2022 A106009X Total Copper Analyses

 

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Figure 11-7: 2022 AMIS 0358 Total Copper Analyses

 

 

Figure 11-8: 2022 CDN-ME-2001 Total Copper Analyses

 

Coarse Blanks for 2022 Drilling Program. Blank results that are greater than five times the lower detection limit of the relevant analyses are typically considered failures that require further investigation and possible re-assaying of associated drill samples. The detection limit of the Skyline analyses was 0.01% for total copper. Blank samples assaying in excess of five times these detection limits (0.005%) are considered to be failures. A chart of the Skyline analyses of the coarse blanks are shown in Figure 11-9. There was one blank failure that was determined to be a sample swap. Four samples around the failure were re-run to confirm the swap. The failure was removed from the blank figure below.

 

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Figure 11-9: 2022 Coarse Blank Copper Values

 

Core-Duplicates. Field-duplicates are taken by quartering the core and submitting two quarter core samples with different sample numbers and are collected at a rate of approximately 1 in 40 samples. GCC’s 2022 core drilling program included a total of 33 pairs of total and acid-soluble copper analyses from core-duplicate samples. Figure 11-10 and Figure 11-11 are scatter plots of the core-duplicate results for TCu and ASCu. If one outlier and the lower grade values below a threshold of 0.9 percent TCu are removed, then there is no bias in the data. If one outlier and the lower grade values below a threshold 0.05 percent ASCu are removed, then there is a 3% bias in ASCu. There is no obvious bias in the field-duplicate sample results. The average assay duplicate assay values for copper are within 10% of the average original values. Assay results for the TCu and ASCu comparisons but are included in the figures below.

 

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Figure 11-10: 2022 Field-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays

 

 

Figure 11-11: 2022 Field-Duplicate Acid-Soluble Copper (“ASCu”) Results Relative to Primary Sample Assays

 

A crush-duplicate is a split of the reject prior to pulverization and is done by the lab at a rate of approximately 1 in 40 samples.

 

GCC’s 2022 program included a total of 23 pairs of total and acid-soluble copper analyses from crush-duplicate samples. The results for TCu and ASCu are in Figure 11-12 and Figure 11-13. There is no obvious bias in the crush-duplicate sample results. The average assay duplicate assay values for copper are within 10% of the average original values. No outliers were removed.

 

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Figure 11-12: 2022 Crush-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays

 

 

Figure 11-13: 2022 Crush-Duplicate Acid-Soluble Copper (“ASCu”) Results Relative to Primary Sample Assays

 

A pulp duplicate is collected by the lab by producing two pulps from the sample and is done at a rate of approximately 1 in 20 samples. GCC’s 2022 program included a total of 48 pairs of total and acid-soluble copper analyses from pulp-duplicate samples. There is no obvious bias in the pulp-duplicate sample results. The average assay duplicate assay values for copper are within 10% of the average original values. No outliers were removed.

 

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Figure 11-14: 2022 Pulp-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays

 

 

Figure 11-15: 2022 Pulp-Duplicate Acid-Soluble Copper (“ASCu”) Results Relative to Primary Sample Assays

 

11.5.4GCC 2023 Drilling QA/QC Methods and Results

 

CRMs. GCC purchased commercial certified reference materials (“CRMs”) for use in the 2023 core drilling program. The CRMs were inserted into the sample stream and analyzed with the core samples for total copper. The results were used to evaluate the analytical accuracy and precision of the analyses in GCC’s samples.

 

Table 11-3 lists the CRMs used by GCC for the 2023 core drilling program.

 

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Table 11-3: Certified Reference Materials for 2023 Assays

 

Reference Material Certified Value (%Cu) 2 Std Dev (%Cu) No. of Skyline Analyses
AMIS0249 0.3699 0.028 25
AMIS0370 0.7129 0.0474 10
CDN-ME-2001 0.106 0.04 6

 

The Skyline copper analyses of the GCC CRMs returned excellent results, with generally good precision and accuracy, shown in Figure 11-16 to Figure 11-18. AMIS0249, AMIS0370 and CDN-ME-2001 returned no values outside of 2 standard deviations.

 

 

Figure 11-16: 2023 AMIS 0249 Total Copper Analyses

 

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Figure 11-17: 2023 AMIS 0370 Total Copper Analyses

 

 

Figure 11-18: 2023 CDN-ME-2001 Total Copper Analyses

 

Coarse Blanks. For the 2023 drilling program, blank results that are greater than five times the lower detection limit of the relevant analyses are typically considered failures that require further investigation and possible re-assaying of associated drill samples. The detection limit of the Skyline analyses was 0.01% for total copper. Blank samples assaying in excess of five times these detection limits (0.005%) are considered to be failures. A chart of the Skyline analyses of the coarse blanks are shown in Figure 11-19. There were no blank failures for the 2023 drilling.

 

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Figure 11-19: 2023 Coarse Blank Copper Values

 

Core-Duplicates. Field-duplicates are taken by quartering the core and submitting two quarter core samples with different sample numbers and are collected at a rate of approximately 1 in 40 samples. GCC’s 2023 core drilling program included a total of 21 pairs of total and acid-soluble copper analyses from core-duplicate samples. Figure 11-20 and Figure 11-21 are scatterplots of the core-duplicate results for TCu and ASCu. The duplicates for TCu, shows good correlation across all grades, with higher variance at the higher grades. There is no obvious bias in the field-duplicate sample results. The average assay duplicate assay values for copper are within 10% of the average original values. Assay results for the TCu and ASCu comparisons are included in the figures below. No outliers were removed.

 

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Figure 11-20: 2023 Field-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays

 

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Figure 11-21: 2023 Field-Duplicate Acid-Soluble Copper (“ASCu”) Results Relative to Primary Sample Assays

 

A crush-duplicate is a split of the reject prior to pulverization and is done by the lab at a rate of approximately 1 in 40 samples.

 

GCC’s 2023 program included a total of 18 pairs of total and acid-soluble copper analyses from crush-duplicate samples. The results for TCu and ASCu are in Figure 11-22 and Figure 11-23. There is no obvious bias in the crush-duplicate sample results. The average assay duplicate assay values for copper are within 10% of the average original values. No outliers were removed.

 

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Figure 11-22: 2023 Crush-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays

 

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Figure 11-23: 2023 Crush-Duplicate Acid-Soluble Copper (“ASCu”) Results Relative to Primary Sample Assays

 

A pulp duplicate is collected by the lab by producing two pulps from the sample and is done at a rate of approximately 1 in 20 samples. GCC’s 2023 program included a total of 37 pairs of total and acid-soluble copper analyses from pulp-duplicate samples. The results for TCu and ASCu are in Figure 11-24 and Figure 11-25. There is no obvious bias in the pulp-duplicate sample results. The average assay duplicate assay values for copper are within 10% of the average original values. No outliers were removed.

 

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Figure 11-24: 2023 Pulp-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays

 

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Figure 11-25: 2023 Pulp-Duplicate Acid-Soluble Copper (“ASCu”) Results Relative to Primary Sample Assays

 

11.5.5 GCC 2024 Drilling QA/QC Methods and Results

 

CRMs. GCC purchased commercial certified reference materials (“CRMs”) for use in the 2024 core drilling program. The CRMs were inserted into the sample stream and analyzed with the core samples for total copper. CRMs were inserted at a rate of approximately 1 in 20 samples. The results were used to evaluate the analytical accuracy and precision of the analyses in GCC’s samples.

 

Table 11-4 lists the CRMs used by GCC for the 2024 core drilling program.

 

Table 11-4: Certified Reference Materials for 2024 Assays

 

Reference Material

Certified Value (%Cu) 2 Std Dev (%Cu) No. of Skyline Analyses
AMIS0249 0.3699 0.028 11

 

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The Skyline copper analyses of the GCC CRMs returned excellent results, with generally good precision and accuracy, shown in Figure 11-26. AMIS0249 returned no values outside of 2 standard deviations.

 

 

Figure 11-26: 2023 AMIS 0249 Total Copper Analyses

 

Coarse Blanks. For the 2024 drilling program, blank results that are greater than five times the lower detection limit of the relevant analyses are typically considered failures that require further investigation and possible re-assaying of associated drill samples. The detection limit of the Skyline analyses was 0.01% for total copper. Blank samples assaying in excess of five times these detection limits (0.005%) are considered to be failures. A chart of the Skyline analyses of the coarse blanks are shown in Figure 11-27. There were no blank failures for the 2024 drilling. Blanks were inserted at a rate of approximately 1 in 40 samples.

 

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Figure 11-27: 2024 Coarse Blank Copper Values

 

Core-Duplicates. Field-duplicates are taken by quartering the core and submitting two quarter core samples with different sample numbers and are collected at a rate of approximately 1 in 40 samples. GCC’s 2024 core drilling program included a total of 6 pairs of total and acid-soluble copper analyses from core-duplicate samples. Figure 11-28 and Figure 11-29 are scatterplots of the core-duplicate results for TCu and ASCu. The duplicates for TCu, shows good correlation across all grades, with higher variance at the higher grades. There is no obvious bias in the field-duplicate sample results. The average assay duplicate assay values for copper are within 13% of the average original values. Assay results for the TCu and ASCu comparisons are included in the figures below. No outliers were removed.

 

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Figure 11-28: 2024 Field-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays

 

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Figure 11-29: 2024 Field-Duplicate Acid-Soluble Copper (“ASCu”) Results Relative to Primary Sample Assays

 

A crush-duplicate is a split of the reject prior to pulverization and is done by the lab at a rate of approximately 1 in 40 samples.

 

GCC’s 2024 program included a total of 5 pairs of total and acid-soluble copper analyses from crush-duplicate samples. The results for TCu and ASCu are in Figure 11-30 and Figure 11-31. There is no obvious bias in the crush-duplicate sample results. The average assay duplicate assay values for copper are within 10% of the average original values. No outliers were removed.

 

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Figure 11-30: 2024 Crush-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays

 

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Figure 11-31: 2024 Crush-Duplicate Acid-Soluble Copper (“ASCu”) Results Relative to Primary Sample Assays

 

A pulp duplicate is collected by the lab by producing two pulps from the sample and is done at a rate of approximately 1 in 20 samples. GCC’s 2024 program included a total of 10 pairs of total and acid-soluble copper analyses from pulp-duplicate samples. The results for TCu and ASCu are in Figure 11-32 and Figure 11-33. There is no obvious bias in the pulp-duplicate sample results. The average assay duplicate assay values for copper are within 10% of the average original values. No outliers were removed.

 

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Figure 11-32: 2024 Pulp-Duplicate Total Copper (“TCu”) Results Relative to Primary Sample Assays

 

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Figure 11-33: 2024 Pulp-Duplicate Acid-Soluble Copper (“ASCu”) Results Relative to Primary Sample Assays

 

11.6 Summary Statement

 

The certification status of some of the historical analytical laboratories is not known. Southwestern Assayers and Chemists is the predecessor to Skyline. Mr. Bickel believes the historical labs were independent commercial laboratories that were widely recognized and used by the mining industry at that time.

 

Documentation of the methods and procedures used for historical sample preparation, analyses, and sample security, as well as for quality assurance/quality control procedures and results, is incomplete and in many cases not available. Despite this, some of the historical assay certificates have been preserved and GCC was able to reasonably duplicate and/or verify the original results through resampling of historical core (described in Section 12.2.4) and new drilling. Mr. Bickel is therefore satisfied that the historical analytical data are adequate to support the current resources, interpretations, conclusions, and recommendations summarized in this technical report.

 

GCC’s sample preparation and analyses were performed at a well-known certified laboratory, and the sample security and QA/QC procedures are adequate to support the current resources, interpretations, conclusions, and recommendations summarized in this technical report.

 

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12DATA VERIFICATION

 

Mr. Bickel has verified the Johnson Camp project database and compiled and analyzed available quality QA/QC data collected by GCC. Data verification, as defined in NI 43-101, is the process of confirming that data has been generated with proper procedures, has been accurately transcribed from the original source and is suitable to be used. There were no limitations on, or failure to conduct, the data verification for this technical report other than those discussed later in this section. Additional confirmation on the drill data’s suitability for use are the analyses of the Johnson Camp Mine QA/QC procedures and results as described in Section 11.4.

 

12.1Site Visit

 

Mr. Bickel visited the Johnson Camp Mine project site on several occasions, most recently on February 26, 2026. During the site visits, Mr. Bickel observed drilling and sampling procedures, reviewed core and logging procedures with GCC staff, inspected the surface geology of the Johnson Camp Mine open pit areas (including new areas exposed by laybacks in 2025); reviewed drill data; and carried out discussions of the current geologic interpretations with GCC personnel.

 

Mineralization verification procedures were conducted, and core was inspected. Mr. Bickel has also maintained a relatively continual line of communication through telephone calls and emails with GCC personnel in which the project status, procedures, and geologic ideas and concepts have been discussed. The result of the site visits and communications is that the author has no significant concerns with the project procedures.

 

RESPEC personnel managed and oversaw the initial setup and startup of the standard operating procedures (SOP) for core drilling and sampling programs in 2022, and RESPEC is not aware of GCC changing any material aspects of the SOP after GCC took control of management of the program.

 

12.2Database Verification

 

The current drill-hole database, which supports the resource estimation of the Johnson Camp project area, was provided to RESPEC along with available original historical paper records and reports in the possession of GCC. This drill-hole information was then supplemented with GCC’s sampling data and results through May 30, 2024. The historical information was subjected to various verification measures, the primary one consisting of the core re-sampling campaign conducted by GCC in 2016-2017 which was subsequently analyzed and evaluated by RESPEC. Analysis of soluble copper assay data has been a particular focus of RESPEC’s analysis. Historical operators of the Johnson Camp Mine have taken multiple approaches with respect to soluble copper assay values in the database including variable analysis methods and calculated soluble copper assay values. RESPEC’s analysis isolated only those soluble copper values in the database which could be verified and considered suitable for resource estimation and discarded those that did not meet those criteria. The Johnson Camp Mine has historically produced copper through heap leaching and solvent-extraction/electrowinning processing methods. As such, the reliability of the soluble copper data upon which resource estimates are generated is critical to future mining of the resource. RESPEC’s analysis and conclusions are described herein. RESPEC also reviewed the historical cyanide soluble copper assays for use in resource estimation. Historical cyanide soluble copper assays were from the Nord drilling programs completed in 2008 through 2010 and there are assay certificates available to confirm the results. The other two sources of cyanide soluble copper data include the GCC’s 2016-2017 resampling program and the 2022 to 2024 drilling programs.

 

The author notes that blast hole drilling associated with production beginning in 2025 has been qualitatively reviewed for studies outside of this report, but these data cannot be verified due to a lack of industry standard sampling protocols. Blast hole drilling is therefore not included in the estimation of mineral resources herein.

 

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12.2.1Drill-Collar Verification

 

The Johnson Camp Mine database contains 313 historical drill-holes and 77 GCC drill-holes. Based on data availability, historical drill-hole-collar coordinates and hole orientations in the database were compared to original paper documentation in the possession of GCC. The database was found to reasonably match the historical paper documents with the exception of hole BP-50, for which historical coordinates could not be located and location could not be verified. RESPEC excluded hole BP-50 from the resource area as a result of this finding.

 

All historical drill-holes were transformed from local coordinates to NAD1927 State Plane Arizona East FIPS coordinates using a two-point rotation determined in 2016 by Darling Geomatics, a land surveyor company. Control points used in determining the coordinate transformation included historical collars from Nord Resources Corp drill-holes.

 

Collar locations for the 2022-2024 drill program were collected by Darling Geomatics using a Trimble Global Positioning System (“GPS”), which can be accurate to 0.05 ft horizontally and 0.2 ft vertically.

 

12.2.2Down-Hole Survey Verification

 

Down-hole deviation data does not exist for any of the historical Johnson Camp Mine drill-holes. All but 19 of the drill-holes (6%) were drilled vertically. Based on the vertical nature of the holes, GCC’s recent drilling campaign, and the open-pit mining method planned for the resource, Mr. Bickel considers the lack of down-hole deviation data in historical drilling to be immaterial to the mineral resources reported herein.

 

Down-hole deviation data was collected on 34 of 44 holes for the 2022 GCC core drilling program, 21 holes for the 2023 GCC core drilling program, and 4 of 12 holes for the 2024 GCC core drilling program. The holes were surveyed using a magnetic deviation survey tool.

 

12.2.3Assay Database Verification

 

Historical Assays: RESPEC completed an analysis of the original drill-hole database provided by GCC containing historical assays and used it to build a ‘final’ database to be used in RESPEC’s resource estimation. The final build excluded some assays from the original based on the judgement of the author.

 

Historical paper records, including copies of original assay certificates were reviewed and compared to the GCC database under the supervision of Mr. Bickel. Assay data from the original lab certificates were generally available for review. RESPEC conducted an audit on the database using select historical assay certificates and found them to match except for four discrepancies. One error was found for a TCu historical assay, which was corrected in the RESPEC database. Three historical sample intervals were excluded from the RESPEC database due to historical ASCu values that are significantly higher than the associated historical TCu values.

 

The existence of calculated, “untrusted” soluble copper assays in the original database were known to RESPEC, based on concerns raised from GCC. RESPEC found that a 1,512 of the soluble copper assays were calculated by on a set of linear equations. In the author’s opinion, calculated soluble copper values are not appropriate to use in mineral resource estimations. The calculated values were excluded from the RESPEC database.

 

Arimetco soluble copper data have also been excluded from RESPEC the database due to the high-temperature nature of the analyses, which differs from the ambient temperature of the remaining analyses of soluble copper in the database. These are two distinct methods of analysis and are not appropriate to use mixed together in a resource estimation.

 

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No soluble copper data from the eight Summo holes drilled in the Copper Chief area were accepted in the RESPEC database, due to their anomalously high soluble copper values compared to adjacent holes; the mean of the TCu/ASCu ratios is 0.90 for these holes. The four drilled in the Burro area, which were apparently drilled in a different program and potentially analyzed by different methods, do not appear to have anomalous values compared to adjacent holes and therefore these ASCu results were accepted. Although all Summo ASCu analyses are labelled as “not trusted” in the original database provided by GCC due to suspicious ASCu values, RESPEC could not identify reasons for the label upon further investigation.

 

GCC Assays: RESPEC received electronic records directly from the assay lab with the results from GCC’s 2016-2017 re-sampling program. These data were prioritized in the RESPEC database according to the hierarchy discussed in Section

 

12.2.4. For the 2022 core drill program, RESPEC received electronic records from the client. 99% of electronic records from the lab were checked against the GCC database. One minor discrepancy was found due to a re-assay, and the GCC accepted result was updated in the database.

 

12.2.4GCC 2021 Re-Samples

 

GCC re-sampled selected intervals of historical drill core and pulp and submitted them to Skyline for analysis. The samples were selected from a spatial distribution of drill holes throughout the deposit, as well as a distribution of drill holes from the various historical operators who originally drilled and explored the property. The program was limited by availability of either core or pulp. GCC was able to make comparisons to Arimetco, Cyprus, and Nord samples based on availability.

 

Results from the re-sampled intervals of pulps represent pulp-duplicate analyses, and re-sampled intervals of ¼ core represent core-duplicate analyses. Mr. Bickel compared the 2016 and 2017 pulp-duplicate and core-duplicate analyses with the historical analyses by operator in the RESPEC database and conducted a mean of pair (“MOP”) analysis for each respective duplicate type by year of re-sample and historical operator.

 

The MOP analysis for 2017 total copper (“TCu”) pulp-duplicate samples in holes drilled by Arimetco is provided in Figure 12-1. A total of 1,449 samples were submitted to Skyline for analysis from 48 Arimetco drill-holes. The average relative difference between the new data and historical data is -1%. No outliers were removed. The assays pair compare well and show expected variability.

 

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Figure 12-1: 2017 Total Copper (“TCu”) Pulp-Duplicate Analyses Relative to Historical Arimetco Analyses

 

The MOP analysis for 2016 total copper (“TCu”) pulp-duplicate samples in holes drilled by Arimetco is provided in Figure 12-2. A total of 150 samples were submitted to Skyline for analysis from 2 Arimetco drill-holes. The average relative difference between the new data and historical data is -5%. No outliers were removed. The assays pair compare reasonably well and perhaps show a slight low bias in the new data versus the old.

 

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Figure 12-2: 2016 Total Copper (TCu) Pulp-Duplicate Analyses Relative to Historical Arimetco Analyses

 

The MOP analysis for 2017 total copper (“TCu”) core-duplicate samples in holes drilled by Arimetco is provided in Figure 12-3. A total of 115 samples were submitted to Skyline for analysis from 7 Arimetco drill-holes. The average relative difference between the new data and historical data is -2%. Four outlier pairs were removed. The assays pair compare reasonably well.

 

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Figure 12-3: 2017 Total Copper (TCu) Core-Duplicate Analyses Relative to Historical Arimetco Analyses

 

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The MOP analysis for 2016 total copper (“TCu”) core-duplicate samples in holes drilled by Arimetco is provided in Figure 12-4. A total of 113 samples were submitted to Skyline for analysis from 2 Arimetco drill-holes. The average relative difference between the new data and historical data is -3%. Six outlier pairs were removed. The assays pair compare reasonably well.

 

 

Figure 12-4: 2016 Total Copper (TCu) Core-Duplicate Analyses Relative to Historical Arimetco Analyses

 

Soluble copper assays from the Arimetco drill-holes are not considered appropriate for resource estimation because of the analysis method used to generate the values. This conclusion is discussed in Section 12.2.3. Therefore, no comparison was made to the GCC ASCu values and the Arimetco ASCu values. GCC ASCu analyses for the Arimetco holes have been used in the RESPEC database for the 1,572 samples that were analyzed. For those samples, GCC TCu values also replaced the Arimetco TCu values in the RESPEC database to maintain consistency and ensure that appropriate ratios are used in the estimation.

 

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The MOP analysis for 2017 total copper (TCu) pulp-duplicate samples in holes drilled by Cyprus is provided in Figure 12-5. A total of 127 samples were submitted to Skyline for analysis from 5 Cyprus drill-holes. The average relative difference between the new data and historical data is 2%. Ten outlier pairs were removed. Although the average difference suggest that the assay data pairs compare reasonably well, the author notes that the variability is high for pulp-duplicates. This might be explained by the low-grade nature of the assays showing the most variability.

 

 

Figure 12-5: 2017 Total Copper (TCu) Pulp-Duplicate Analyses Relative to Historical Cyprus Analyses

 

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The MOP analysis for 2017 total copper (TCu) core-duplicate samples in holes drilled by Cyprus is provided in Figure 12-6. A total of 524 samples were submitted to Skyline for analysis from 17 Cyprus drill-holes. The average relative difference between the new data and historical data is -29%, showing a consistent low bias in the GCC samples compared to the original Cyprus assays. No outlier pairs were removed. The data suggest that significant core loss occurred in the Cyprus drill-holes, which is unsurprising given the age of the core.

 

 

Figure 12-6: 2017 Total Copper (TCu) Core-Duplicate Analyses Relative to Historical Cyprus Analyses

 

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The MOP analysis for 2017 total copper (TCu) core-duplicate samples in holes drilled by Cyprus is provided in Figure 12-7. A total of 114 samples were submitted to Skyline for analysis from 5 Cyprus drill-holes. The average relative difference between the new data and historical data is -122%, showing a consistent low bias in the GCC samples compared to the original Cyprus assays, with variability almost exclusively on the low side. No outlier pairs were removed. The data suggest that significant core loss occurred in the Cyprus drill-holes, which is unsurprising given the age of the core.

 

 

Figure 12-7: 2016 Total Copper (TCu) Core-Duplicate Analyses Relative to Historical Cyprus Analyses

 

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The MOP analysis for 2017 soluble copper (ASCu) core-duplicate samples in holes drilled by Cyprus is provided in Figure 12-8. A total of 124 samples were submitted to Skyline for analysis from 5 Cyprus drill-holes. The average relative difference between the new data and historical data is -155%, showing a consistent low bias in the GCC samples compared to the original Cyprus assays, with variability almost exclusively on the low side. No outlier pairs were removed. The data are consistent with and slightly lower than the total copper core-duplicate data, suggesting that soluble copper was preferentially lost in the Cyprus core.

 

 

Figure 12-8: 2017 Soluble Copper (“ASCu”) Core-Duplicate Analyses Relative to Historical Cyprus Analyses

 

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The MOP analysis for 2016 total copper (TCu) pulp-duplicate samples in holes drilled by Nord is provided in Figure 12-9. A total of 13 samples were submitted to Skyline for analysis from 1 Nord drill-hole. The average relative difference between the new data and historical data is less than 1%. No outlier pairs were removed. The data, while limited, show good reproducibility from the original samples.

 

 

Figure 12-9: 2016 Total Copper (“TCu”) Pulp-Duplicate Analyses Relative to Historical Nord Analyses

 

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The MOP analysis for 2016 soluble copper (“ASCu”) pulp-duplicate samples in holes drilled by Nord is provided in Figure 12-10. A total of 13 samples were submitted to Skyline for analysis from 1 Nord drill-hole. The average relative difference between the new data and historical data is less than 1%. No outlier pairs were removed. The data, while limited, show good reproducibility from the original samples.

 

 

Figure 12-10: 2016 Soluble Copper (“ASCu”) Core-Duplicate Analyses Relative to Historical Nord Analyses

 

Prioritization of GCC Data for Importing into RESPEC Database

 

When multiple sets of TCu and ASCu are available for any single historical interval, the following hierarchy was followed (from highest to lowest priority):

 

2017 pulp checks > 2016 pulp checks > 2017 core resamples > 2016 core resamples

 

Pulps were prioritized over core resamples due to the evidence of loss of TCu/ASCu from historical core. The 2017 analyses were chosen over 2016 because (1) there are many more analyses from the 2017 resampling program than from 2016; and (2) the 2016 TCu analyses tend to be lower than those from 2017, and the 2017 TCu and ASCu agree well with matched historical data.

 

Note that the choice of any prioritization would be very unlikely to lead to significantly different results in a resource estimation. For example, prioritization of pulp over core affects only 119 historical sample intervals (all from Arimetco holes ACC06 and AJ63).

 

In Mr. Bickel’s opinion, a more important rule to follow is that if a certain ASCu dataset is chosen for use in the project database, the corresponding TCu values from the same set of analyses should also be used.

 

Table 12-1 summarizes the source of analyses chosen to be included in the RESPEC database, by historical operator.

 

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Table 12-1: Summary of Analyses in RESPEC Database

 

Data Sample Intervals Comments
Arimetco TCu 978 Arimetco + 1,572 GCC = 2,550 1,572 GCC values used
Arimetco ASCu 0 Arimetco + 1,572 GCC = 1,572 1,572 GCC values used
Arimetco CNCu 0 Arimetco + 1,572 GCC = 1,572 1,572 GCC values used

 Nord TCu

 2,325 Nord + 0 GCC = 2,325

13 GCC pulp checks not used and 13 Nord values were not used

 Nord ASCu

 2,323 Nord + 0 GCC = 2,323

13 GCC pulp checks not used and 13 Nord values were not used

 Nord CNCu

 2,278 Nord + 0 GCC = 2,278

13 GCC pulp checks not used and 13 Nord values were not used

 

 

Cyprus TCu

6,054 Cyprus + 363 GCC = 6,417 1,001 GCC values available
140 GCC pulp checks 140 GCC values used
638 GCC core duplicates 0 GCC values used
223 GCC core samples not sampled by Cyprus 223 GCC values used
Cyprus ASCu 2,888 Cyprus + 363 GCC = 3,251 GCC values used as per TCu
Cyprus CNCu 0 Cyprus + 363 GCC = 363 GCC values used as per TCu
Summo TCu 499 Summo + 0 GCC = 499 0 GCC values used
Summo ASCu 362 Summo + 0 GCC = 362 0 GCC values used
Summo CNCu 0 Summo + 0 GCC = 0 0 GCC values used
Unknown TCu 80 unknown + 0 GCC = 80 Possibly Quintana
Unknown ASCu 0 unknown + 0 GCC = 0  
Unknown CNCu 0 unknown + 0 GCC = 0  
GCC 2022 TCu 1,541 GCC  
GCC 2022 ASCu 1,541 GCC  
GCC 2022 CNCu 1,541 GCC  
GCC 2023 TCu 740 GCC  
GCC 2023 ASCu 740 GCC  
GCC 2023 CNCu 740 GCC  
GCC 2024 TCu 214 GCC  
GCC 2024 ASCu 214 GCC  
GCC 2024 CNCu 214 GCC  
RESPEC DB TCu 9,936 historical + 4,430 GCC = 14,366  
RESPEC DB ASCu 5,573 historical + 4,430 GCC = 10,003  
RESPEC DB CNCu 2,278 historical + 4,430 GCC = 6,708  
12.3Independent Verification of Mineralization

 

Verification of mineralization was conducted during Mr. Bickel’s visits to GCC’s properties in March and May of 2021. During these site visit, drill core was examined pit faces with visible copper were observed at the property. The existence of the Johnson Camp Mine has been widely known in the industry for many years prior to GCC’s involvement and there is a documented production history of the mine from several companies (Cyprus, Arimetco, and Nord) that were well-known and reputable operators.

 

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12.4Summary Statement on Data Verification

 

Mr. Bickel has undertaken extensive verification of the historical data. The core-duplicate analyses performed in 2016-2017, along with the GCC drilling campaign from 2022-2024, allowed Mr. Bickel to verify that the historical assay data in the Johnson Camp Mine database is of sufficient quality for use in the estimations of the current resources.

 

Explicit modeling of the copper mineralization was the most critical component to the estimation of the project mineral resources. This ‘hands-on’ approach provided meaningful verification of the historical data, whereby continuity and sensibility of meaningful geological variables, and the assays in the context of those variables, were carefully evaluated and considered.

 

Mr. Bickel experienced no limitations with respect to data verification activities related to the Johnson Camp Mine other than limited availability of some of the historic data. In consideration of the information summarized in this and other sections of this technical report, Mr. Bickel has verified that the project data are adequate as used in this technical report, most significantly to support the estimation and classification of the mineral resources reported herein.

 

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13MINERAL PROCESSING AND METALLURGICAL TESTING

 

13.1Introduction

 

This technical report focuses on continued heap leaching of the JCM oxide copper zones, supplemented by a new pad on which deeper transition and primary sulfide mineralization will be heap leached with additives and supplemental air (as the oxygen source). Since oxide leaching will continue, this section on Mineral Processing and Metallurgical Testing will be included from past studies. Additional text specific to heap leaching of the deeper resource is presented in Section 13.4.

 

The Johnson Camp District was an historic producer of copper, gold, silver, lead, zinc, and tungsten beginning in 1881. The current Johnson Camp Mine (JCM) was developed by Cyprus Minerals and commissioned in 1975 at a capital cost of $3.3 million (in 1975 dollars) for the SX-EW plant1. The plant was modeled on the original Cyprus Bagdad, AZ, SX-EW circuit that was built in the early-1970s and is still in operation. JCM was either the third or fourth domestic heap leach/SX-EW operation, after Ranchers Bluebird, AZ and Cyprus Bagdad, and has undergone few changes during its long life. However, the basic design has stood the test of time. The plant was partially modernized in 2019-2020, and modernization is again underway.

 

The total design PLS flowrate is nominally 3,880 USGPM delivered to two parallel SX circuits comprising 2 extraction stages in series and one strip stage with an SX copper recovery of 92 percent from a PLS grade of approximately 1.6 gpl copper. The electrowinning section was designed with a cathode capacity of 25 million pounds annually and consists of two blocks of polymeric concrete cells with 56 cells in one block and 32 in the second block.

 

From 1975 through 1984, the operation produced about 100 million pounds of copper from 15 million tons of material assaying 0.8% TCu. A prolonged depression in copper prices forced closure of JCM, as well as most other Arizona copper properties, including Morenci, Bagdad, and Ajo in the early-to-mid 1980s. In 1984, Arimetco acquired the property for $1 million and began operating JCM in 1991, leaching about 3 million tons of ROM material annually for several years, followed by crushing the material for a 2-year period to improve copper recovery. However, JCM was closed again in 1997 in response to low copper prices. Mineralized material placement on the heap pad by Cyprus and Arimetco totaled 31.8 million tons and yielded 157 million pounds of copper, averaging 4.94 pounds of cathode recovered per ton of material leached.

 

Nord Resources acquired JCM in 2008 and mined and stacked crushed and ROM material on the original heap leach pad from 2009 through June 2010. Most of this material came from Lower Abrigo and Upper Diabase lithologies mined from both the Copper Chief and Burro pits, although a small amount of Bolsa Quartzite was included in the mixture. Grades averaged 0.32% TCu and 0.15% ASCu by the standard ambient assay procedure. No additional material was mined after 2010.

 

In 2015, GCC acquired the JCM assets for $8.4 million. This acquisition provided GCC with a past operating mine and a 25 million pound per year capacity SX-EW facility.

 

 

1 “Mining Directory 1994/95”, Randol International, page 207.

 

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13.2Laboratory Metallurgical Tests for General Leaching Response

 

13.2.1Column Leaching Tests

 

13.2.1.12010-2012 Column Tests for Nord Resources

 

Column leaching tests performed between 2010 and 2012 were reported by Dr. Ronald J. Roman. The tests were conducted in 8.5-inch diameter columns for the minus 1-inch sample sizes and 20-inch diameter columns for the minus 6-inch sample sizes. Columns were approximately 20 feet high and used samples from the JCM active mining operation in the Copper Chief Pit (“CC”) and Burro Pit (“BP”). Some samples were crushed and screened to minus 1-inch fragment size, blended, agglomerated, cured, and loaded into the columns which were all leached concurrently. Other samples were crushed and screened to minus 6-inch fragment size. These received no curing or agglomeration.

 

For the minus 1-inch columns, the samples varied significantly in breakage characteristics with the minus 6-mesh fraction ranging from 20 to 47 percent of the total sample weight. Agglomeration of fines and curing of the samples with dilute aqueous sulfuric acid was done by mixing the samples and solution in a portable cement mixer to a target of 8% moisture. The amount of 100% sulfuric acid in the curing solution that was added to the samples varied from 9.8 to 14.3 lb/ton of sample and averaged 12.2 lb/ton. This quantity was added to the eventual net acid consumption estimate.

 

The 8.5-inch diameter columns were then charged with the minus 1-inch agglomerated and cured samples and the 20-inch diameter columns were charged with the minus 6-inch samples. Both were irrigated with a lixiviant consisting of acidified JCM SX raffinate. The recorded flowrates of approximately 13 liters per day for the 8.5-inch diameter columns and approximately 71 liters per day for the 20-inch diameter columns were somewhat variable and resulted in average solution application rates between 0.0054 and 0.0062 gpm/ft2. Head assays were calculated from residue and solution weights or volumes and assays. Acid consumptions were average values at the copper extractions shown in Table 13-1. The assays shown were conducted after hot acid digestion because that procedure gave results that correlated most closely to column copper extractions. However, they overstate the ASCu head assays. GCC uses a more industry-standard ambient acid soluble assay technique. Nord also assayed several columns using an ambient assay technique. ASCu copper extractions for some of the columns using the ambient technique are shown in the far right-hand column in Table 13-1.

 

Table 13-1: 2010-2012 Column Leaching Tests

 

Column #

Size

Pit

Formation Name

Assayed Head (HOT)

Leach Days

Acid Consumption Copper Extraction

%TCu

%ASCu

lbs/ton

lb/lb

%TCU

%ASCu HOT %ASCu AMBIENT
1 -1” CC Bolsa Quartzite 0.49 0.47 79 19 3.9 67 70 95
2 -1” CC Pioneer Shale 1.23 1.21 111 11 2.1 82 84 92
3 -1” CC Lower Abrigo 0.24 0.20 70 45 29.6 48 58 177
4 -1” CC Diabase 0.47 0.44 102 33 5.9 73 79 233
5 -1” BP Pioneer Shale 0.26 0.24 102 24 7.0 74 81 120
6 -1” BP Bolsa Quartzite 0.22 0.20 62 15 4.2 76 83 152
8* -1” BP Diabase 0.36 0.33 95 37 6.4 76 82 161
9 -6” BP Bolsa Quartzite 0.25 0.16 111 29 18.9 33 52  
10 -6” BP Lower Abrigo 0.26 0.24 137 9 8.9 49 53  
11 -6” CC Bolsa Quartzite 0.67 0.48 155 29 4.6 71 98  
12 -6” CC Diabase 0.51 0.17 155 66 15.9 45 133  
13 -6” BP Mid/Up Abrigo 1 0.34 0.32 165 56 18.3 49 51  

 

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Column #

Size

Pit

Formation Name

Assayed Head (HOT)

Leach Days

Acid Consumption Copper Extraction

%TCu

%ASCu

lbs/ton

 lb/lb

 %TCU

%ASCu HOT %ASCu AMBIENT
14 -6” BP Lower Abrigo 0.63 0.55 162 44 9.6 43 49  
15 -6” BP Mid/Up Abrigo 3 0.31 0.27 74 40 28.0 24 28  
16 -6” BP Mid/Up Abrigo 2 0.40 0.37 126 36 13.8 37 40  
17 -1” BP Mid/Up Abrigo 1 0.29 0.28 87 43 9.9 48 50  
18 -1” BP Lower Abrigo 0.91 0.85 164 77 6.5 58 63  
19 -1” BP Mid/Up Abrigo 3 0.24 0.22 87 39 52.1 16 17  
20 -1” BP Mid/Up Abrigo 2 0.38 0.37 87 39 9.9 43 44  
21 -1” CC Lower Abrigo 0.24 0.20 93 39 30.1 26 34 194
22 -1” CC Lower Abrigo 0.24 0.20 93 41 25.6 30 37 245
23 -1” CC Lower Abrigo 0.24 0.20 91 43 36.8 24 29 174
24 -1” CC Lower Abrigo 0.24 0.20 91 57 47.9 24 30 179

 

*Note: Column 7 was discontinued due to plugging

 

There were 35 tests, but some results were inconclusive, and the laboratory daily reporting sheets are missing for some. Results from the 23 reliable and well-documented tests are summarized in Table 13-1.

 

It is important to note that the far right-hand column, summarizing results for Column Leaching Tests numbered 1-6, 8*, 21 and 22, presents ASCu leaching extractions well in excess of 100 percent. This probably is because transitional minerals like chalcocite, which do not report to the ambient ASCu assay technique, will dissolve over a longer period of time, and in the presence of sufficient ferric iron, in a column leach test, thus contributing more extracted copper than indicated by the ambient assay. This interpretation bears directly on Sections 13.3 and 13.4.3 that discuss predicted sulfide leaching extractions.

 

The data presented in Table 13-1 require a few additional comments and tentative conclusions. Questionable values are highlighted in red. The % ASCu extraction for column number 12 appears suspicious and a likely error was the low ASCu head assay. Also, the acid consumption appears high for diabase and the minus 6-inch fragments surely would not consume more acid that the fine minus 1-inch crushed samples, especially with a shorter leach retention time. Samples of the Abrigo formation show some variability in acid consumption, but the lb acid/ton and lb acid/lb figures reported for Column 24 appear too high and may have been incorrect calculations.

 

It is important to note that acid consumptions and copper extractions obtained from column tests do not faithfully predict acid consumptions or copper extractions that will be obtained in commercial heaps, as both will depend on leach cycle time, as well as various factors including care taken during heap construction and operation. Also, the original reports expressed copper recovery, which is misleading. It is more correct to use copper extraction. Copper recovery should apply to commercial cathode production and is always somewhat lower than the leaching extraction during column or heap leaching. For example, this difference can be attributed partially to the residual copper in the acidified raffinate (typically 5-10 percent of the copper in the PLS), which may not be completely recovered in subsequent leaching cycles.

 

There were only a few comparisons between fine and coarse column feeds, but they do not make a strong case for converting JCM from ROM to crushing and agglomeration. Nonetheless, a minus 6-inch fragment population probably does not represent ROM very faithfully, so it is quite possible that ROM underperforms a finer heap feed sufficiently to justify reactivating the crushing and screening plant.

 

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13.3Predicted JCM Oxide Heap Leaching Performance

 

Four column tests were conducted at Johnson Camp in 2022. These heap simulation tests were run on whole core intervals that were nominally minus 3 inches in diameter. The columns were 470 mm (18.5 inches) in diameter by 2.5 meters tall. All cores were Lower Abrigo lithology and had been logged as weak oxide and transition mineralization. Head assays ranged from 0.38 to 0.49% TCu with 0.02 to 0.27% CNCu and 0.08 to 0.14% ASCu. All four columns were acid-cured, but two were cured with a slow drip of acidic solution, while two were cured quickly and rested for 7 days before application of leaching solution. However, the curing solution was very strong with 200 grams of H2SO4 per liter, which not only dissolved a significant amount of gangue with free acid as low as pH 0.2, but also led to distorted net acid consumptions. Also, the relatively low ASCu head assays suggest either incorrect assays or extraction of most of the total copper. A comprehensive interpretation of the test results is not possible.

 

Information to date for a minus 1-inch (25 mm) to minus ½-inch (12.5 mm) crush indicates 80% average ASCu extraction for Bolsa Quartz lithology, and 80% for Lower Abrigo. ROM extractions will be approximately 10% lower. Net acid consumption in pounds per ton of leach pad material will be approximately as follows for ROM: Upper Abrigo, 70; Middle Abrigo, 70; Lower Abrigo, 26; and Bolsa Quartzite, 22. For a minus 1-inch crushed and agglomerated heap feed, the net acid consumption will be about 35% higher for each lithology.

 

The 2024 pit shell design was based on more conservative copper extractions of 55% than the 72% extractions shown in Table 13-2 below that represent column-to-ROM heap adjustments to the QP’s interpretation of available data.

 

Table 13-2: Pit Shell Assumed Copper Extractions

 

Crush Size

Lithology

ASCu Extraction (%) CNCu Extraction (%) SCu Extraction (%) Acid Consumption (lb/ton)

 

 

ROM

Bolsa Quartz 72 45 15 22
Upper/Middle Abrigo 72 45 15 70
Lower Abrigo 72 45 15 26

 

Minus 1-inch

Bolsa Quartz 86 76 15 33
Upper Abrigo - - 15 -
Lower Abrigo - - 15 -

 

13.4Augmented Heap Leaching of Chalcopyritic Mineralization

 

The first industrial scale demonstration of the Nuton™ technologies is taking place at JCM, which is discussed at the end of this subsection.

 

13.4.1Current Process Development by Nuton

 

The following paragraph is based on information as provided by Rio Tinto/Nuton:

 

Since 2022, Rio Tinto and its wholly-owned subsidiary, Nuton LLC, have been commercializing their process for enhanced bio-heap leaching of primary copper sulfides, especially, chalcopyrite, referred to as the Nuton™ technologies. At the core of the Nuton™ technologies is a portfolio of proprietary copper leaching technologies and capabilities – the culmination of almost 30 years of research and development. The Nuton™ technologies offer the potential to economically unlock known low-grade copper sulphide resources, copper sulphides with high-amounts of deleterious elements (such as arsenic), and copper-bearing waste and tailings, and also to achieve higher copper recoveries from primary copper sulphide material, allowing for significantly improved copper production. One of the associated advantages of NutonTM is the potential to deliver superior environmental performance, including more efficient water usage, lower carbon emissions, and the ability to reclaim mine sites by reprocessing mine waste. The current work is based on studies that were developed at Rio Tinto’s Bundoora Technical Development Centre in Australia and at Kennecott Utah Copper. It appears that the degree of augmentation may be increased by reliance on microbes that are unusually tolerant of very high temperatures.

 

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Nuton has collected samples from JCM and is running column testwork on these samples using the Nuton™ technologies. Although the work is not yet complete, some generalizations can be made. With the aid of microorganisms and additives, primary sulfide zone samples in which chalcopyrite dominates the sulfide copper mineralization will result in copper leaching extractions up to 84% as indicated by column testing results. As with essentially all commercial heap leaching operations containing significant sulfide mineralization, there will be inter-lift aeration with low-pressure blowers.

 

13.4.2Predicted Heap Leaching Performance from JCM Transition and Sulfide Mineralization

 

It is the opinion of the QP for this section that the following copper heap leaching results in Table 13-3 can be obtained at Johnson Camp, given reasonable care, and adherence to design operating conditions, and with tertiary crushing to a ½-inch (12.5 mm) P80. This prediction recognizes the need for conservatism, while assuming that significant near-term progress by NutonTM will be made on heap leaching of chalcopyrite and other refractory copper minerals. Anticipated sulfuric acid consumptions are 22 lb/ton for Bolsa quartzite and 26 lb/ton for Lower Abrigo under ROM conditions.

 

Table 13-3: Predicted ROM Heap Leaching Extractions

 

  ASCu CNCu SCu*
ROM without augmentation 72% 45% 15%
* SCu denotes chalcopyrite and other refractory sulfides

 

13.5Risks and Opportunities

 

Oxidation and leaching of pyrite and copper sulfides, especially chalcopyrite, will generate sulfuric acid, so these reactions will cause the net acid requirement for heap leaching to diminish during the first year of operation.

 

Copper recoveries may be higher or lower than currently estimated.

 

Acid consumption may be higher or lower than currently estimated.

 

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14MINERAL RESOURCE ESTIMATES

 

14.1Introduction

 

The mineral resource estimation for the Johnson Camp Mine was completed in accordance with NI 43-101 standards. The modeling and estimation of the copper mineral resources were completed under the supervision of Jeffrey Bickel. The effective date of the mineral resource estimate is December 31, 2025. Mr. Bickel is independent of GCC by the definitions and criteria set forth in NI 43-101 as of the effective date of this technical report. There is no affiliation between Mr. Bickel and GCC except that of independent consultant/client relationships.

 

The Johnson Camp Mine mineral resources are classified in order of increasing geological and quantitative confidence into Inferred, Indicated, and Measured categories in accordance with the “CIM Definition Standards - For Mineral Resources and Mineral Reserves” (2014) and therefore NI 43-101. CIM mineral resource definitions are given below, with CIM’s explanatory text shown in italics:

 

Mineral Resource

 

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 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 covers mineralization 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 judgment by the Qualified Person in respect of the technical and economic factors likely to influence the prospect of economic extraction. The Qualified Person should consider and clearly state the basis for determining that the material has reasonable prospects for eventual economic extraction. Assumptions should include estimates of cut-off grade and geological continuity at the selected cut-off, metallurgical recovery, smelter payments, commodity price or product value, mining and processing method and mining, processing, and general and administrative costs. The Qualified Person should state if the assessment is based on any direct evidence and testing.

 

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 time periods in excess of 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 of time.

 

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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.

 

An Inferred Mineral Resource is based on limited information and sampling gathered through appropriate sampling techniques from locations such as outcrops, trenches, pits, workings, and drill holes. Inferred Mineral Resources must not be included in the economic analysis, production schedules, or estimated mine life in publicly disclosed Pre-Feasibility or Feasibility Studies, or in the Life of Mine plans and cash flow models of developed mines. Inferred Mineral Resources can only be used in economic studies as provided under NI 43-101.

 

There may be circumstances, where appropriate sampling, testing, and other measurements are sufficient to demonstrate data integrity, geological and grade/quality continuity of a Measured or Indicated Mineral Resource, however, quality assurance and quality control, or other information may not meet all industry norms for the disclosure of an Indicated or Measured Mineral Resource. Under these circumstances, it may be reasonable for the Qualified Person to report an Inferred Mineral Resource if the Qualified Person has taken steps to verify the information meets the requirements of an Inferred Mineral Resource.

 

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.

 

Mineralization may be classified as an Indicated Mineral Resource by the Qualified Person when the nature, quality, quantity, and distribution of data are such as to allow confident interpretation of the geological framework and to reasonably assume the continuity of mineralization. The Qualified Person must recognize the importance of the Indicated Mineral Resource category to the advancement of the feasibility of the project. An Indicated Mineral Resource estimate is of sufficient quality to support a Pre-Feasibility Study which can serve as the basis for major development decisions.

 

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

 

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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.

 

Mineralization or other natural material of economic interest may be classified as a Measured Mineral Resource by the Qualified Person when the nature, quality, quantity, and distribution of data are such that the tonnage and grade or quality of the mineralization can be estimated to within close limits and that variation from the estimate would not significantly affect potential economic viability of the deposit. This category requires a high level of confidence in, and understanding of, the geology and controls of the mineral deposit.

 

Modifying Factors

 

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.

 

The mineral resources are reported herein at cut-offs that are reasonable for deposits of this nature given anticipated mining methods and plant processing costs, while also considering economic conditions, because of the regulatory requirements that a resource exists “in such form and quantity and of such a grade or quality that it has reasonable prospects for eventual economic extraction”.

 

14.2DATA

 

The Johnson Camp Mine copper resources were modeled and estimated using information provided by GCC under Mr. Bickel’s supervision. The information is derived from historical core holes drilled by Cyprus Mining, Arimetco, Summo USA Corp., and Nord Resources Corp. GCC completed 65 diamond drill holes in the Burro Pit area and surrounding area in 2022 and 2023. In 2024, GCC completed 12 diamond drill holes in the Burro Pit area. The drill hole database also includes analyses performed by GCC on the historical core. This data, as well as digital topography of the project area, were provided to RESPEC by GCC in a digital database in Arizona State Plane, East Zone coordinates in US Survey feet using the NAD27 datum.

 

Modeling of the Johnson Camp Mine mineral domains, oxidation models, and estimation of the mineral resources were performed using GEOVIA Surpac mining software as well as proprietary software developed at RESPEC. Lithologic models were built in Leapfrog. The oxidation model was used to constrain the estimation of total copper (TCu), the acid-soluble (ASCu) ratio (ASCu/TCu), and the cyanide-soluble (“CNCu”) copper ratio (CNCu/TCu). The Johnson Camp Mine resource block model extents and dimensions are provided in Table 14-1.

 

Table 14-1: Block Model Extents and Dimensions

 

In Feet X Y Z
Min Coordinates 532,624 397,419.6 4,000
Max Coordinates 536,624 405,019.6 6,000
Block Size 20 20 20
Rotation 0 -54 0

 

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14.3Deposit Geology Pertinent to Resource Block Model

 

The copper mineralization at the Johnson Camp Mine occurs primarily in lower Paleozoic and upper Precambrian sedimentary units and upper Precambrian intrusive diabase sills. The primary controls on mineralization are (i) favorable stratigraphic units within geologic formations; (ii) diabase sills; (iii) the intersection of favorable units with important structures; and (iv) oxidation of primary mineralization. Geologic factors critical to the grade domain modeling of Johnson Camp copper mineralization therefore include lithology, structure, and oxidation.

 

14.4Geologic and Oxidation Models

 

RESPEC created three-dimensional geologic and oxidation models. The geologic model interpretations were mainly based on previous models generated by Nord Resources Corp and were updated by RESPEC incorporating new drilling conducted by GCC. The geologic interpretations included solidified wireframes of geologic formations and three-dimensional fault surfaces. Representative cross sections showing the geologic model interpretations for the Burro and Copper Chief areas are shown in Figure 14-1 and Figure 14-2 respectively.

 

The oxidation model interpretations were based on the acid-soluble and cyanide-soluble to total copper ratios primarily projected along bedding following the geologic model. Where both acid-soluble and cyanide-soluble data were available sulfide copper ratios were also calculated. Visual characterization of core photos in combination with copper ratios were used in the modeling of oxidation. Five oxidation groups were modeled including oxide, iron-rich oxide, mixed, transition, and sulfide. The criteria for the oxidation groups are summarized below in Table 14-2. Representative cross sections showing the oxidation model interpretations for the Burro and Copper Chief areas are shown in Figure 14-3 and Figure 14-4 respectively.

 

Table 14-2: Oxidation Group Modeling Criteria

 

Oxidation Group Criteria
Oxide >50% ASCu/TCu ratio
Iron-rich oxide >50% CuS/TCu ratio and >10% ASCu/TCu ratio
Mixed Remaining blocks not populated
Transition >50% CNCu/TCu ratio
Sulfide >50% CuS/TCu ratio and ≤10% ASCu/TCu ratio

 

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Figure 14-1: Geologic Cross Section with Geologic Model Burro Pit Area

 

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Figure 14-2: Geologic Cross Section with Geologic Model Copper Chief Pit Area

 

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Figure 14-3: Geologic Cross Section with Oxidation Model Burro Pit Area

 

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Figure 14-4: Geologic Cross Section with Oxidation Model Copper Chief Pit Area

 

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14.5Density

 

Density values from previous models by Nord Resources Corp were used to code the RESPEC model. The values were based on bulk test work by previous operators. Additional samples were collected by GCC within the Burro pit area, and the density values were updated and converted to Tonnage Factors to correspond to geologic formations, and oxidation groups for the Upper Abrigo, Middle Abrigo, Lower Abrigo, and Bolsa Quartzite as summarized in Table 14-3.

 

Table 14-3: Average Tonnage Factors by Lithology and Oxidation

 

Lithologic Unit

Lithologic Code

Oxidation Group

Tonnage Factor – Ft3 per Ton
Martin Formation 1   12.51

 

 

 

Upper Abrigo

 

 

 

2

Sulfide 11.63
Transition 11.63
Mixed 11.55
Oxide 11.55
Iron-rich oxide 11.55

 

 

 

Middle Abrigo

 

 

 

3

Sulfide 10.52
Transition 10.52
Mixed 10.74
Oxide 10.57
Iron-rich oxide 10.57

 

 

 

Lower Abrigo

 

 

 

4

Sulfide 11.44
Transition 11.85
Mixed 11.59
Oxide 11.97
Iron-rich oxide 11.97

 

 

 

Bolsa Quartzite

 

 

 

5

Sulfide 11.84
Transition 12.05
Mixed 12.18
Oxide 12.18
Iron-rich oxide 12.18
Upper Diabase 6   11.28
Upper Pioneer Shale 7   12.00
Lower Diabase 8   11.28
Lower Pioneer Shale 9   12.00
Pinal Schist 10   12.51
OB (Alluvium) 11   16.26
Dump 12   16.26

 

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14.6Mineral Domain Modeling

 

A mineral domain encompasses a volume of rock that is ideally characterized by a single, natural population of metal grades that occurs within a specific geologic environment. Mineral domains were modeled by RESPEC to respect the lithologic and structural interpretations of the deposit. Following statistical evaluation of the drillhole data, mineral domains were modeled on cross sections for total copper. Low-, mid-, and high-grade domains were modeled for total copper and were numbered 100, 200, and 300, respectively. Material outside the 100, 200, and 300 domains was assigned to the 0 domain. These grade domains were based on assay data populations. Soluble copper and cyanide-soluble domains were not explicitly modeled; instead, the soluble copper to total copper ratio and the cyanide-soluble to total copper ratio was used in the block model to calculate the grade for soluble-copper and cyanide-soluble copper, described in detail below.

 

14.6.1Copper Domain Modeling

 

In order to define the mineral domains at the Johnson Camp Mine, the natural populations of total copper grades were identified on population-distribution graphs for all drillhole samples in the deposit area. The analysis led to identification of distinct populations. Ideally each of these populations can be correlated with geologic characteristics which then can be used in conjunction with the grade populations to interpret the bounds of each of the mineral domains. The approximate grade ranges of the domains are listed in Table 14-4.

 

Table 14-4: Grade Domain Ranges

 

Domain Total Copper (%)
100 ~0.025 to ~0.15
200 ~0.15 to 0.7
300 > ~0.7

 

Using these grade populations in conjunction with lithologic and structural interpretations, grade domains were independently modeled within the Johnson Camp Mine deposit by interpreting mineral domain polygons on a set of 100 ft-spaced cross sections oriented along the approximate direction of dip (036° azimuth). Representative cross sections showing the copper mineral domains in the Burro and Copper Chief areas are shown in Figure 14-5 and Figure 14-6, respectively.

 

The final cross-sectional mineral-domain polygons were projected horizontally to the drill data in each sectional window, and these three-dimensional polygons were then sliced vertically along 20-foot planes that are orthogonal to the cross sections. These slices, along with similar slices lithologic and structural surfaces, were used to guide the final rectification of the copper mineral domains on the long sections. The 20-foot long-section plane locations coincide with resource-model block centroids along y-axis columns within the rotated model. Long sections were chosen over level plans for rectification purposes due to the generally gently dipping nature of the mineralization. The product of this work is a set of 20-foot-spaced long sectional copper domain polygons that span the full extents of the drilled mineralization.

 

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Figure 14-5: Geologic Cross Section with Copper Domains Burro Area Mineralization and $4.30/lb Cu Pit Shells

 

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Figure 14-6: Geologic Cross Section with Copper Domains Copper Chief Area Mineralization and $4.30/lb Cu Pit Shells

 

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14.6.2Copper Ratios

 

There are two methods for estimating acid-soluble copper or cyanide-soluble copper: directly, using composites of the soluble copper or cyanide soluble copper analyses from the database; or indirectly, by estimating the acid-soluble copper to total copper ratios (“ASCu Ratio”) or the cyanide-soluble copper to total copper ratios (“CNCu Ratio”). In the latter case, the ratios are determined for each drill interval that has both acid-soluble- and total copper analyses or cyanide-soluble and total copper analyses, and these ratios are then coded, composited, and used to estimate the ratios into the model blocks. The estimated acid-soluble copper or cyanide-soluble copper model values are then derived by multiplying the estimated ratio by the estimated copper value in each block.

 

Remobilization of supergene copper is not ubiquitous at Johnson Camp. It is evident locally, especially in the certain geologic units at the Copper Chief pit where it can be found as exotic accumulations on fractures in the Bolsa Quartzite and diabase sills (Curtis Associates, 2013). Where remobilization does exist, the distance of transport is typically inconsequential, and the remobilized copper has the same geologic controls on mineralization as the primary mineralization (along favorable stratigraphic units). Based on geological and statistical analyses, the author has concluded that the oxidation of copper minerals at Johnson Camp is strongly stratigraphically controlled and does not adhere to more classical oxidation profile that is influenced primarily by elevation as observed in other deposits in the district. As such, the modeled oxidation groups to control the estimate of various copper ratios are mostly influenced by stratigraphy and faulting.

 

The estimation of ratios for soluble-copper or cyanide-soluble copper can negate possible biases created by intervals that were selectively analyzed for total copper but not acid-soluble copper or cyanide-soluble copper. In the Johnson Camp database, 70% of the total copper samples have acid-soluble copper analyses and 47% of the total copper samples have cyanide-soluble copper analyses.

 

RESPEC used estimated ratios to code the Johnson Camp block model with acid-soluble copper and cyanide-soluble copper values. The ratio estimation was confined to blocks with estimated total copper values. The ratios for soluble-copper and cyanide-soluble copper were coded to the blocks for the oxidation model and the lithologic units independently.

 

The sulfide copper (CuS) grade was calculated by taking the total copper grade and subtracting the estimated acid-soluble copper grade and estimated cyanide-soluble copper grade within the sulfide, mixed, and transition zones in the oxidation model. The remaining value is considered the residual sulfide copper grade within the blocks coded as sulfide, mixed, or transition zones. However, residual copper in the oxide and iron-rich oxide zones, can occasionally exist in non-sulfide minerals. Because of this possibility, sulfide grades and ratios were set to zero in the model within the oxide and iron-rich oxide zones.

 

14.7Assay Coding, Capping, and Compositing

 

The cross-sectional mineral-domain polygons described in Section 14.6 were used to code drillhole assay intervals to their respective copper mineral domains. The polygons were coded 10 feet either side of the section plane from which they were created. Acid-Soluble copper and cyanide-soluble copper ratios were coded to the oxidation model and the modeled geologic units. Assay caps were determined by domain to identify high-grade outliers that might be appropriate for capping. Visual reviews of the spatial relationships concerning possible outliers and their potential impacts during grade interpolation were also considered in the assay cap definitions. Table 14-5 provides the caps used by each domain for total copper.

 

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Table 14-5: Grade Caps

 

Copper Cap (% TCu)
0 0.6
100 0.8
200 1.1
300 3.0

 

Descriptive statistics of the coded assays of capped and uncapped copper analyses are provided in Table 14-6. All soluble copper ratios were capped at 1. Soluble copper ratio statistics are provided in Table 14-7.

 

Table 14-6: Coded Total Copper (TCu) Assay Statistics

 

Domain Assays Count Mean (%TCu) Median (%TCu) Std. Dev. CV Min. (%TCu) Max. (%TCu)
0 TCu 1,034 0.03 0.01 0.08 2.47 0.00 0.86
TCu Cap 1,034 0.03 0.01 0.07 2.29 0.00 0.60
100 TCu 5,944 0.08 0.07 0.06 0.79 0.00 1.76
TCu Cap 5,944 0.08 0.07 0.06 0.75 0.00 0.80
200 TCu 6,795 0.30 0.26 0.18 0.58 0.01 4.00
TCu Cap 6,795 0.30 0.26 0.16 0.52 0.01 1.10
300 TCu 1,256 0.99 0.88 0.52 0.52 0.06 9.58
TCu Cap 1,256 0.98 0.88 0.43 0.44 0.06 3.00
100+200+300 TCu 13,995 0.28 0.17 0.33 1.18 0.00 9.58
TCu Cap 13,995 0.28 0.17 0.31 1.12 0.00 3.00

 

Table 14-7: Coded Acid-Soluble (ASCu) Copper Ratio and Cyanide-Soluble (CNCu) Ratio Statistics (Capped)

 

Domain Assays Count Mean (Ratio)

Median

(Ratio)

Std. Dev. CV

Min.

(Ratio)

Max.

(Ratio)

Iron-rich oxide 3,215 0.35 0.32 0.18 0.5 0.00 1.00
Oxide   3,079 0.63 0.65 0.22 0.34 0.00 1.00
Sulfide ASCu Ratio Cap 2,286 0.46 0.44 0.22 0.48 0.00 1.00
Transition   711 0.33 0.3 0.19 0.57 0.00 1.00
Mixed   485 0.12 0.06 0.16 1.32 0.00 1.00
Iron-rich oxide 2,546 0.1 0.07 0.09 0.92 0.00 1.00
Oxide CNCu Ratio Cap 2,132 0.12 0.06 0.15 1.29 0.00 1.00
Sulfide   1,081 0.19 0.13 0.16 0.88 0.00 1.00
Transition   457 0.5 0.52 0.21 0.42 0.03 1.00
Mixed   371 0.16 0.12 0.11 0.7 0.02 1.00

 

The capped assays were composited at 10-foot down-hole intervals, respecting the mineral domain boundaries. Descriptive statistics of the composites for each metal are given in Table 14-8.

 

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Table 14-8: Composite Statistics

 

Total Copper Composites by Domain
Domain Hole Count Comp. Count Mean (%TCu) Median (%TCu) Std. Dev. CV Min. (%TCu) Max. (%TCu)
0 118 835 0.029 0.01 0.067 2.31 0 0.6
100 345 4,766 0.082 0.07 0.058 0.72 0 0.8
200 362 5,694 0.303 0.27 0.154 0.51 0.01 1.1
300 193 1,126 0.988 0.89 0.418 0.42 0.06 3
All 381 11,586 0.278 0.177 0.307 1.11 0 3

 

Soluble Copper Ratio Composites by Oxidation

 

Domain Hole Count Comp. Count Mean (Ratio) Median (Ratio) Std. Dev. CV Min. (Ratio) Max. (Ratio)
Iron-rich oxide 173 2,347 0.35 0.32 0.17 0.49 0.00 1.00
Oxide 210 2,562 0.63 0.64 0.21 0.34 0.00 1.00
Sulfide 176 2,115 0.46 0.44 0.21 0.47 0.00 1.00
Transition 72 650 0.33 0.29 0.19 0.56 0.00 1.00
Mixed 64 444 0.12 0.06 0.16 1.31 0.00 0.92

 

Cyanide Soluble Copper Ratio Composites by Oxidation

 

Domain Hole Count Comp. Count Mean (Ratio) Median (Ratio) Std. Dev. CV Min. (Ratio) Max. (Ratio)
Iron-rich oxide 120 1,644 0.1 0.07 0.08 0.8 0.01 0.58
Oxide 210 2,562 0.63 0.64 0.21 0.34 0.00 1.00
Sulfide 111 831 0.18 0.13 0.14 0.77 0.00 0.79
Transition 51 395 0.5 0.52 0.21 0.41 0.03 1.00
Mixed 47 329 0.16 0.12 0.1 0.66 0.03 1.00

 

14.7.1Variography

 

Using all total copper composites, variogram ranges of 500 feet along the strike of the sedimentary units (305°) and 300 feet in the dip direction (-30° at 125°) were obtained. These ranges were used as a check for reasonableness for the search ellipsoids used in the estimate. Additionally, a kriged estimate was performed purely for the purposes of statistical checking, and the variography was used to define the kriging parameters in the grade interpolations.

 

14.8Block Model Coding

 

The 100-foot-spaced cross-sectional mineral-domain polygons were used to code 20 x 20 x 20 (x, y, z)-foot blocks that comprise a digital model rotated to a bearing of 306°. The percentage volume of each mineral domain, as coded directly by the cross-sections, is stored within each block as a “partial percentage”, as is the partial percentage of the block that lies outside of the modeled metal domains (Domain 0). In other words, each block stores the partial percentage of each of the four domains for total copper. The oxidation model was used to domain the acid-soluble copper ratio and cyanide-soluble copper ratio estimates.

 

The Johnson Camp geologic formations were coded to each block to a single lithology on a ‘majority wins’ basis. The Johnson Camp digital topographic surface was used to code the block model on a partial percentage basis. The tonnage factor values shown in Table 14-3 were assigned to the model blocks based on the geologic formation and oxidation codes in each model block.

 

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The mineralization has a variety of orientations. Wireframe solids were therefore created to encompass model areas with similar mineral domain orientations, and the solids were used to code the model blocks to these areas on a block-in/block-out basis. This coding was then used to control search-ellipse orientations during copper interpolations. The orientations given in Table 14-9 were applied to all domains for total copper, acid-soluble copper and cyanide-soluble ratios.

 

Table 14-9: Estimation Area Orientations

 

Area Bearing Plunge Tilt
301 306 0 -30
302 306 0 -40

 

14.9Grade Interpolation

 

Total copper grades, as well as acid-soluble copper and cyanide-soluble copper ratios, were interpolated using inverse distance, ordinary kriging, and nearest-neighbor methods. The mineral resources reported herein were estimated by inverse distance interpolation as this method led to results that most appropriately respected the drill data and geology of the deposit. This is particularly true with respect to the estimation of the lowest-grade areas in the model, where potential overestimation of volumes could materially impact the resource estimation at grades close to potential open-pit mining cut-offs. The nearest-neighbor estimation was completed for the purposes of statistical checking of the various estimation iterations. The parameters applied to the grade estimations at Johnson Camp Mine are summarized in Table 14-10.

 

Table 14-10: Estimation Parameters

 

Estimation Pass

Search Ranges (feet) Composite Constraints
Major Semi-Major Minor Min Max Max/Hole
Pass 1 350 350 175 2 15 3
Pass 2 650 650 325 2 15 3
Pass 3 1000 1000 1000 1 15 3

 

Grade interpolations were completed using 10-foot composites. The estimation passes were performed independently for each of the mineral domains, so that only composites coded to a particular domain were used to estimate grade into blocks coded to that domain. Blocks coded as having partial percentages of more than one domain had multiple grade interpolations, one for each domain coded into the block. The estimated grades for each of the metal domains 0, 100, 200, and 300 coded to a block were coupled with the coded partial percentages of those domains to enable the calculation of a single volume-weighted grade of each of the metal species for each block. These resource block grades are therefore diluted to the full block volumes using this methodology.

 

14.10Mineral Resources

 

The Johnson Camp Mine mineral resources have been estimated to reflect potential open-pit extraction and potential processing by heap leaching. To meet the requirement of the resources having reasonable prospects for eventual economic extraction, a pit optimization was completed in 2025 using the parameters summarized in Table 14-11, with expected acid consumption summarized in Table 14-12, and expected recoveries summarized in Table 14-13.

 

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Table 14-11: Pit Optimization Parameters

 

Parameter Value Unit
Copper Price $4.30 $/lb Cu sold
Mine Cost In-situ $2.25 $/ton Mined
Mine Cost Loose $1.50 $/ton Mined
Incremental Mining Cost $0.01 $/to/20ft bench below 5000’
Demonstration Processing Cost $7.80 $/ton Processed
G&A Cost $0.05 $/lb Cu Produced
SX-EW Cost $0.25 $/lb Cu Produced
Acid Cost $150 $/ ton
Royalty Acid Sol/ CN Sol 95% NSR
Royalty Sulfide 95% NSR
Overall Pit Slope Angle 45 deg  

 

Table 14-12: Expected Acid Consumption Parameters by Formation

 

Formation

Acid Consumption (lb/ton)
Conventional ROM Conventional 1″ Crush
Upper Abrigo 70  
Middle Abrigo 70  
Lower Abrigo 26  
Bolsa Quartzite 22 33
Diabase 50  
Pioneer Shale 20  

 

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Table 14-13: Expected Copper Recoveries

 

Formation Conventional ROM Conventional 1″ Crush
Acid Soluble Copper
Upper Abrigo 75%  
Middle Abrigo 75%  
Lower Abrigo 55%  
Bolsa Quartzite 55% 86%
Diabase 80%  
Pioneer Shale 80%  
Cyanide Soluble Copper
Upper Abrigo 45%  
Middle Abrigo 45%  
Lower Abrigo 45%  
Bolsa Quartzite 45% 76%
Diabase 48%  
Pioneer Shale 48%  
Sulfide Copper
Upper Abrigo 15%  
Middle Abrigo 15%  
Lower Abrigo 15%  
Bolsa Quartzite 15% 15%
Diabase 15%  
Pioneer Shale 15%  

 

The pit shells created using these parameters were used to constrain the project mineral resources. The pit shells were limited on the west side of the Burro Pit to prevent from encroaching on the process plant and the leach pad. The in-pit mineralization was further constrained by the application of a cut-off of 0.12% TCu to all model blocks within the pit shells.

 

All reported in-pit mineralization is classified as Measured, Indicated, or Inferred shown in Table 14-14. Mineral resources that are not mineral reserves do not have demonstrated economic viability.

 

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Table 14-14: Johnson Camp In-Pit Mineralization by Mineral Resources Classification

(0.12% TCu cut-off)

Classification Tons % TCu % ASCu % CNCu % CuS lbs TCu lbs ASCu lbs CNCu lbs CuS
Measured 28,700,000 0.37 0.15 0.08 0.08 211,627,451 86,877,975 43,772,993 46,840,993
Indicated 67,915,000 0.34 0.15 0.06 0.06 456,179,565 209,866,810 75,574,932 74,818,932
M&I 96,615,000 0.35 0.15 0.06 0.06 667,807,000 296,745,000 119,348,000 121,660,000
Inferred 24,962,000 0.32 0.15 0.05 0.05 160,723,920 75,102,728 24,316,026 23,798,736

 

1.The effective date of the mineral resources is December 31, 2025.
2.The project mineral resources are comprised of all model blocks at a 0.12% TCu cut-off that lie within optimized resource pits.
3.Mineral resources that are not mineral reserves do not have demonstrated economic viability.
4.The estimate of mineral resources may be materially affected by geology, environmental, permitting, legal, title, taxation, sociopolitical, marketing, or other relevant issues.
5.Rounding as required by reporting guidelines may result in apparent discrepancies between tons, grade, and contained metal content.

 

Table 14-15 provides a breakdown of tons and grade of the JCM mineral resources by oxidation groups defined in modeling at a cut-off grade of 0.12% TCu that fit within the simulated economic pit shell.

 

Table 14-15: Johnson Camp Mineral Resources by Oxidation Group

(0.12% TCu cut-off)

 

Classification

Oxidation Group

tons

% TCu

% ASCu

% CNCu

% CuS

lbs TCu

lbs ASCu

lbs CNCu

lbs CuS

Measured

Sulfide

3,452,000 0.49 0.04 0.08 0.36 33,832,000 2,948,000 5,738,000 25,147,000
Indicated 3,051,000 0.40 0.06 0.07 0.27 24,607,000 3,708,000 4,541,000 16,357,000
Inferred 86,000 0.4 0.08 0.08 0.24 694,000 145,000 136,000 414,000
Measured

Transition

5,472,000 0.43 0.14 0.20 0.09 46,552,000 15,044,000 22,109,000 9,426,000
Indicated 6,376,000 0.36 0.12 0.16 0.08 45,713,000 14,893,000 20,448,000 10,400,000
Inferred 773,000 0.32 0.07 0.2 0.04 4,921,000 1,159,000 3,101,000 661,000
Measured

Mixed

5,920,000 0.32 0.16 0.07 0.10 38,328,000 18,435,000 7,875,000 12,137,000
Indicated 19,042,000 0.36 0.16 0.08 0.13 138,088,000 60,044,000 29,920,000 48,124,000
Inferred 9,148,000 0.36 0.15 0.08 0.13 65,792,000 28,232,000 14,340,000 23,220,000
Measured

Oxide

8,495,000 0.36 0.23 0.03 0.00 60,335,000 38,605,000 5,787,000 0
Indicated 23,271,000 0.34 0.21 0.03 0.00 158,222,000 97,057,000 12,975,000 0
Inferred 7,249,000 0.35 0.22 0.03 0.00 50,203,000 31,381,000 3,975,000 0
Measured

Iron-rich oxide

5,361,000 0.30 0.11 0.02 0.00 32,323,000 11,738,000 2,376,000 0
Indicated 16,175,000 0.28 0.11 0.02 0.00 89,725,000 34,153,000 7,561,000 0
Inferred 7,707,000 0.26 0.09 0.02 0 40,484,000 14,467,000 3,340,000 -

 

14.11Mineral Resource Classification

 

The Johnson Camp mineral resources were classified as Inferred before GCC’s 2022-2024 drilling campaigns. New drilling has upgraded a portion of the Burro Pit area to Measured and Indicated, based on new drilling campaign’s confirmation of historical data. Measured and Indicated were classified using two drill holes with at least one sample from one GCC hole. Distances chosen for Measured and Indicated were influenced by geological confidence as well as ranges identified in variography. Measured is reported at a distance of 100 feet from two samples with one being from a GCC hole, and Indicated is reported at a distance of 350 feet with one being from a GCC hole. Additional

 

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Measured and Indicated resources were classified based on the positive results from the data validation section for the Arimetco drilling campaigns. A similar classification scheme was used as the GCC data with half the distances for Measured and Indicated. Measured is reported at a distance of 50 feet from two samples with one being from an Arimetco hole and Indicated is reported at a distance of 175 feet with one being from an Arimetco hole. A summary of the classification parameters is in Table 14-16.

 

Table 14-16: Resource Classification Parameters

 

Classification Criteria

Measured

Minimum of 2 holes contributing composites, including at least 1 drilled by GCC, that lie within an average distance of 100 feet from the block or minimum of 2 holes contributing composites, including at least 1 drilled by Arimetco, that lie within an average distance of 50 feet from the block

Indicated

Minimum of 2 holes contributing composites, including at least 1 drilled by GCC, that lie within an average distance of 350 feet from the block or minimum of 2 holes contributing composites, including at least 1 drilled by Arimetco, that lie within an average distance of 175 feet from the block
Inferred all other blocks that meet the resource constraints

 

The Johnson Camp in-pint mineralization covers an aerial extent of over 1.2 miles along strike with two distinct spatial areas: The Burro Pit and the Copper Chief Pit. Figure 14-7 is a representative cross section through the block model along section line 2000 in the Burro Pit Area. Figure 14-8 is a representative cross section through the block model along section line 5400 in the Copper Chief Pit area.

 

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Figure 14-7: Geologic Cross Section 2000 with Total Copper (“TCu”) Block Model Grades

 

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Figure 14-8: Geologic Cross Section 5400 with Total Copper (TCu) Block Model Grades

 

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Table 14-17 and

Table 14-17 and Table 14-18 provides a breakdown of tons and grade of the JCM mineral resources by pit area and oxidation groups, respectfully, defined in modeling at a cut-off grade of 0.12% TCu that fit within the simulated economic pit shell.

 

Table 14-17: Johnson Camp In-Pit Mineralization by Pit Area

(0.12% TCu cut-off)

 

Mineral Resource Classification Pit tons % TCu % ASCu % CNCu % CuS lbs Cu lbs ASCu lbs CNCu lbs CuS
Measured

Burro

28,388,000 0.37 0.15 0.08 0.08 209,970,000 85,893,000 43,698,000 46,816,000
Indicated 51,039,000 0.35 0.15 0.06 0.07 352,707,000 156,377,000 64,089,000 66,464,000
Inferred 11,497,000 0.35 0.16 0.06 0.08 81,493,000 35,763,000 13,409,000 17,473,000
Measured

Copper Chief

312,000 0.27 0.16 0.01 0 1,657,000 985,000 75,000 26,000
Indicated 16,876,000 0.31 0.16 0.03 0.02 103,473,000 53,490,000 11,486,000 8,354,000
Inferred 13,465,000 0.3 0.15 0.04 0.03 80,601,000 39,620,000 11,483,000 6,822,000

 

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Table 14-18: Johnson Camp In-Pit Mineralization by Oxidation Group

(0.12% TCu cut-off)

 

Mineral Resource Classification

Oxidation Group

Tons

% TCu

% ASCu

% CNCu

% CuS

lbsTCu

lbsASCu

lbsCNCu

lbs CuS

Measured

Sulfide

3,452,000 0.49 0.04 0.08 0.36 33,832,000 2,948,000 5,738,000 25,147,000
Indicated 3,051,000 0.40 0.06 0.07 0.27 24,607,000 3,708,000 4,541,000 16,357,000
Inferred 86,000 0.4 0.08 0.08 0.24 694,000 145,000 136,000 414,000
Measured

Transition

5,472,000 0.43 0.14 0.20 0.09 46,552,000 15,044,000 22,109,000 9,426,000
Indicated 6,376,000 0.36 0.12 0.16 0.08 45,713,000 14,893,000 20,448,000 10,400,000
Inferred 773,000 0.32 0.07 0.2 0.04 4,921,000 1,159,000 3,101,000 661,000
Measured

Mixed

5,920,000 0.32 0.16 0.07 0.10 38,328,000 18,435,000 7,875,000 12,137,000
Indicated 19,042,000 0.36 0.16 0.08 0.13 138,088,000 60,044,000 29,920,000 48,124,000
Inferred 9,148,000 0.36 0.15 0.08 0.13 65,792,000 28,232,000 14,340,000 23,220,000
Measured

Oxide

8,495,000 0.36 0.23 0.03 0.00 60,335,000 38,605,000 5,787,000 0
Indicated 23,271,000 0.34 0.21 0.03 0.00 158,222,000 97,057,000 12,975,000 0
Inferred 7,249,000 0.35 0.22 0.03 0.00 50,203,000 31,381,000 3,975,000 0
Measured

Iron-rich oxide

5,361,000 0.30 0.11 0.02 0.00 32,323,000 11,738,000 2,376,000 0
Indicated 16,175,000 0.28 0.11 0.02 0.00 89,725,000 34,153,000 7,561,000 0
Inferred 7,707,000 0.26 0.09 0.02 0.00 40,484,000 14,467,000 3,340,000 -

 

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Table 14-19 presents the Johnson Camp Mine mineral resources compared to subsets of mineralized material tabulated with increasing cut-off grades. This is presented to provide grade-distribution data that allows for detailed assessment of the project resources. All of the tabulations are constrained as lying within the same optimized pit shells used to constrain the current mineral resources, which means the tabulations at cut-offs higher than the resource cut-off grade of 0.12% TCu represent subsets of the current resources.

 

Table 14-19: Johnson Camp In-Pit Mineralization at Various Cut-offs

 

Mineral Resource Classification

%TCu

Cut-off

Tons

%TCu

%ASCu

%CNCu

%CuS

lbs TCu

lbs ASCu

lbs CNCu

lbs CuS

  0.1 32,990,000 0.35 0.15 0.07 0.07 229,845,000 96,256,000 46,420,000 49,419,000
  0.12 31,493,000 0.36 0.15 0.07 0.08 226,707,000 94,697,000 46,007,000 49,075,000
  0.15 29,691,000 0.37 0.16 0.08 0.08 222,022,000 92,320,000 45,349,000 48,519,000
  0.2 25,906,000 0.40 0.17 0.08 0.09 209,066,000 86,273,000 43,483,000 46,774,000
  0.3 16,569,000 0.49 0.20 0.11 0.12 163,244,000 65,785,000 35,992,000 38,123,000
Measured

0.4

0.5

8,794,000

5,311,000

0.63

0.75

0.24

0.28

0.14

0.16

0.17

0.22

110,337,000

79,824,000

42,733,000

29,902,000

23,879,000

16,876,000

29,248,000

23,457,000

  0.6 3,727,000 0.84 0.31 0.18 0.27 62,679,000 22,751,000 13,205,000 19,898,000
  0.7 2,657,000 0.92 0.32 0.19 0.32 48,921,000 17,002,000 10,355,000 17,034,000
  0.8 1,868,000 1.00 0.33 0.21 0.38 37,182,000 12,199,000 7,972,000 14,086,000
  0.9 1,192,000 1.08 0.34 0.23 0.44 25,774,000 8,125,000 5,546,000 10,491,000
  1 746,000 1.16 0.34 0.26 0.52 17,364,000 5,035,000 3,816,000 7,711,000
  0.1 75,008,000 0.32 0.15 0.05 0.05 478,798,000 220,288,000 78,839,000 77,770,000
  0.12 69,720,000 0.34 0.15 0.06 0.05 467,732,000 214,921,000 77,380,000 76,624,000
  0.15 64,624,000 0.35 0.16 0.06 0.06 454,563,000 208,595,000 75,525,000 75,318,000
  0.2 56,409,000 0.38 0.17 0.06 0.06 426,517,000 194,967,000 71,720,000 72,498,000
  0.3 33,205,000 0.47 0.21 0.08 0.09 310,991,000 140,566,000 54,176,000 57,960,000
Indicated

0.4

0.5

16,227,000

9,320,000

0.60

0.73

0.27

0.32

0.11

0.13

0.12

0.16

196,345,000

135,674,000

87,117,000

59,344,000

35,329,000

24,897,000

40,205,000

29,803,000

  0.6 5,799,000 0.84 0.36 0.16 0.20 97,601,000 42,184,000 17,982,000 22,876,000
  0.7 3,726,000 0.95 0.41 0.17 0.23 71,024,000 30,765,000 12,858,000 17,120,000
  0.8 2,515,000 1.06 0.45 0.19 0.27 53,105,000 22,781,000 9,657,000 13,449,000
  0.9 1,674,000 1.16 0.49 0.22 0.31 38,947,000 16,437,000 7,227,000 10,480,000
  1 1,081,000 1.28 0.54 0.25 0.36 27,743,000 11,579,000 5,419,000 7,745,000
  0.1 28,426,000 0.30 0.14 0.05 0.04 169,349,000 78,898,000 25,951,000 25,326,000
  0.12 24,968,000 0.32 0.15 0.05 0.05 162,130,000 75,406,000 24,895,000 24,295,000
  0.15 22,532,000 0.35 0.16 0.05 0.05 155,824,000 72,610,000 23,902,000 23,544,000
  0.2 19,301,000 0.38 0.18 0.06 0.06 144,827,000 67,809,000 22,471,000 22,484,000
  0.3 10,320,000 0.48 0.23 0.08 0.08 99,865,000 47,060,000 16,045,000 16,771,000
Inferred

0.4

0.5

4,781,000

2,802,000

0.65

0.80

0.31

0.39

0.11

0.14

0.12

0.17

62,424,000

45,089,000

30,114,000

21,653,000

10,555,000

7,740,000

11,949,000

9,441,000

  0.6 1,955,000 0.92 0.44 0.16 0.21 35,936,000 17,064,000 6,402,000 8,204,000
  0.7 1,419,000 1.02 0.48 0.19 0.26 29,063,000 13,599,000 5,347,000 7,260,000
  0.8 1,071,000 1.12 0.51 0.21 0.30 23,897,000 10,930,000 4,511,000 6,408,000
  0.9 795,000 1.21 0.55 0.24 0.34 19,251,000 8,686,000 3,771,000 5,449,000
  1 581,000 1.31 0.57 0.26 0.39 15,220,000 6,660,000 3,055,000 4,589,000

 

1.The project mineral resources are shown in bold and are comprised of all model blocks at a 0.12% TCu cut-off that lie within optimized resource pits.
2.Tabulations at higher cut-offs than used to define the mineral resources represent subsets of the mineral resource.
3.Mineral resources that are not mineral reserves do not have demonstrated economic viability. Potential risk factors include changes in metal prices, increases in operating costs, fluctuations in labour costs and availability, availability of investment capital, infrastructure failures, changes in government regulations, community engagement and socio-economic community relations, civil disobedience and protest, permitting and legal challenges, and general environmental concerns.
4.Rounding as required by reporting guidelines may result in apparent discrepancies between tons, grade, and contained metal content.

 

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14.12Discussion of Resources and Recommendations

 

Future drilling, exploration, and resource definition at Johnson Camp Mine should focus on increasing the understanding of the distribution of cyanide soluble and primary sulfide copper mineralization and detailed mineralogical characterization of the various modeled oxidation groups. Though Johnson Camp Mine has a long history of drilling, exploration, and mining, collection of cyanide soluble copper assay data is limited throughout the property and therefore the current understanding of cyanide soluble copper mineralization could be improved. Infill drilling in key areas of lower classification to increase drill density, and drill-testing of the unconstrained limits of the deposit, particularly down-dip from known mineralization, are also notable areas of focus for future development of the property. The author recommends collecting more structural data for the purposes of bolstering current geological understanding of the deposit and mineralization controls. Drilling more angle holes to test structures is recommended for this purpose.

 

The Johnson Camp copper resources have complex oxidation profile groups. The groups were modeled based on available data, mainly from assay ratios, grades, and lithologies. Continued modeling of these oxidation groups based on new data should be considered in future resource estimate iterations to ensure the best possible estimate of copper ratios into the model and accurate mineralogical characterization of the resources.

 

Sulfide copper has been estimated based on the residual copper value from total and soluble copper estimates. The author believes that this assumption is valid based on knowledge of deposit mineralogy. Sulfide copper values in the oxide and iron-rich oxide zones have been eliminated from the blocks model to account for copper in silicates and oxides which do not report to the various soluble copper assays. Analytical work, focused on the mineralogy of residual copper in these zones, is recommended to confirm these assumptions and improve the overall mineralogical understanding of various geological and spatial zones in the deposit.

 

The Johnson Camp Mine began production in 2025 and these estimates are current as of the effective date of the mineral resource estimate. Minor amounts of production data from blast hole sampling have been reviewed by the author and are not considered material to the mineral resource estimates. It is the author’s opinion that these data generally agree with previous models.

 

The estimate of mineral resources may be materially affected by geology, environmental, permitting, legal, title, taxation, sociopolitical, marketing, or other relevant issues. Potential risk factors include changes in metal prices, increases in operating costs, fluctuations in labour costs and availability, availability of investment capital, infrastructure failures, changes in government regulations, community engagement and socio-economic community relations, civil disobedience and protest, permitting and legal challenges, and general environmental concerns. However, Mr. Bickel is not aware of any such factors that may materially affect the Johnson Camp Mine mineral resources as of the date of this technical report. The impact of taxation was taken into consideration when establishing cut-off grade and further details are provided in Section 22: Economic Analysis.

 

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15MINERAL RESERVE ESTIMATES

 

No mineral reserves are reported in this technical report.

 

The author cautions that GCC has decided to commence construction and proceed production at the Project. GCC did not base this production decision on any feasibility study of Mineral Reserves demonstrating economic and technical viability of the mines. As a result, there may be increased uncertainty and risks of achieving any level of recovery of minerals from the mine at the Project or the costs of such recovery. As the Project does not have established Mineral Reserves, GCC faces higher risks that anticipated rates of production and production costs will not be achieved, each of which risks could have a material adverse impact on GCC’s ability to continue to generate anticipated revenues and cash flows to fund operations from the Project and ultimately the profitability of the operation.

 

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16MINING METHODS

 

Mining of the Johnson Camp (JCM) deposit for the Nuton Demonstration is currently being conducted using conventional open pit hard rock mining methods by a contract miner. At the end of 2025, one year of the 2.5 year mine plan had been completed. The mine plan was developed with the goal of producing sulfide material for the Nuton demonstration as quickly as possible. Mining of the deposit is intended to be accomplished with front-end loaders, excavators and 70-100 ton haul trucks. Mining is planned on 20-ft bench heights.

 

A monthly mine schedule was developed by GCC which was reviewed by IMC. Two types of mineralized leach material are planned to be produced over the mine life:

 

1.Material for the Nuton Demonstration focusing on primary sulfides.

 

2.Run of mine (ROM) material.

 

All mined material will be hauled to Leach Pad 5 where material for the Nuton Demonstration will be crushed, mixed with additives and microorganisms, and placed on an engineered heap. ROM will be dump placed in a separate location on the heap. Waste produced from the mine plan will be placed in a storage facility directly east of the pit.

 

16.1Mine Phase Design

 

The Nuton Demonstration material is planned to be sourced from the Johnson Camp deposit in two phases from the Burro pit.

 

The initial phase targets the Nuton material (primary sulfides) with the least amount of waste stripping necessary. Phase 1 was on the 4560 ft bench at the end of 2025. This phase has narrow road widths and is planned to be mined with 9 cubic yard loaders and excavators loading 70-ton haul trucks down to the 4480 ft bench.

 

The second phase was at the 4760 ft bench at the end of 2025 and extends the pit deeper to capture additional Nuton Demonstration material. This phase is planned to be mined with 14 cubic yard loaders and excavators loading 100-ton trucks down to the 4540 ft bench. The ramp narrows below the 4540 ft bench necessitating mining with 70-ton trucks below the 4540 ft bench.

 

The parameters used for phase design are provided on Table 16-1. The overall slope angle on the southwest highwall below the historic leach pad is currently designed at 37 degrees overall slope angle and avoids undercutting the pioneer formation.

 

Table 16-1: Parameters for Phase Design

 

  Parameter Value
  Mining Width 200 ft
Phase 1 Road Width 65 ft
Road Grade 10%

Phase 2

Mining Width 180 ft
Road Width Above 4540 ft bench 82 ft
Road Grade Above 4540 ft bench 10%
Road Width Below 4540 ft bench 65 ft
Road Grade Below 4540 ft bench 11%
Both Phases 60 ft Bench Height Triple Benched 20 ft x 3
Rock Interramp Angle 50 deg

 

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16.2Geotechnical and Pit Slopes

 

Call & Nicholas, Inc. (CNI) was engaged by GCC to examine the slopes for the next phase of mining which will primarily be on the north and east walls of the pit within the Abrigo Formation and Bolsa Quartzite. Some mining of an existing unleached stockpile at the top of the northeast highwall will be conducted.

 

In 2023 and 2024, CNI participated in the geological data collection studies being conducted on the existing pit. The data collection portion of the study included field reconnaissance, review of core drilling, testing of collected rock core samples, and the completion of aerial drone flights. The drone flights were used to survey the achieved bench slopes and to collect geological structure information.

 

The main objective of the geotechnical pit slope study was to: 1) provide interramp slope angles and geotechnical constraints for mine planning to develop an updated life-of-mine pit shell and for designing new pushbacks, 2) evaluate the pushback designs relative to overall slope height, the rock types exposed in the slope walls, and major structures that could impact slope stability, and 3) provide recommendations for future geotechnical work that can add value and increase the chance of mining success. For this study, the design acceptance criteria for the slope design are an 80 percent bench and interramp slope reliability, and an overall slope factor of safety of 1.2 using two-dimensional limit equilibrium slope analysis.

 

The Johnson Camp pit is aligned with the sedimentary units that form the mineralized material body. The main sedimentary rock units exposed in the walls are the Abrigo Formation, Bolsa Quartzite, and Pioneer Shale. A large diabase sill occurs within the Pioneer Shale and is parallel with the general orientation of the beds. These sedimentary rocks strike approximately 320° to the northwest and dip ~35° to the northeast. The proposed pit expansion is primarily to the north and east walls. To the west and southwest, the crest of the existing pit is near the toe of a large leach stockpile, and to the northwest, the pit is close to the existing plant facilities. Smaller unleached stockpiles exist to the east and will be re-handled as part of the next pushbacks. The existing pit is 500 feet deep with a pit bottom at the 4560 elevation. The proposed mining will develop a new pit bottom 160-200 feet deeper.

 

16.2.1North and Northeast Highwalls - Abrigo Formation and Bolsa Quartzite

 

The Abrigo Formation and Bolsa Quartzite are generally hard jointed rocks with a GSI of 40 to 60. Bedding dips favorably for stability back into the wall at ~35°. Overall slope analysis in the north and northeast highwalls are all substantially above the DAC (Factor of Safety of 1.2). Therefore, the slope angles in the Bolsa Quartzite and Abrigo Formation are limited by bench configuration and achievable bench slope angles. To evaluate the achievable bench configuration, CNI conducted a pit inspection, did geological structure mapping, and conducted an aerial drone survey to map the existing benches. CNI also visually examined the core from the latest drill campaign and collected samples for rock strength testing.

 

In the main northeast highwall, the combination of the bedding joints and the cross joints between the bedding controls the achievable bench face angles. These two joint sets create a stepped path that will form the bench faces after blasting and digging. Based on the spacing and length of the two sets from the mapping, CNI estimated that the average bench face angle will be 68 to 72° in these units.

 

The recommended interramp slope angle in the Bolsa Quartzite and Abrigo Formation is 50°. Either pre-split blasting or controlled blasting with fully relieved trim shots can be used to achieve the 50° angle provided 40-foot high final benches are mined (double stack). Pre-split blasting of a 60-foot triple bench stack could potentially achieve a steeper ISA of 52° in the Bolsa and Abrigo highwall slopes.

 

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16.2.2South and Southwest Highwalls – Pioneer Shale and Diabase

 

The Pioneer Shale underlies the Dripping Springs/Bolsa Quartzite at the Johnson Camp Mine and is the primary rock type in the south and southwest walls. The Pioneer Shale has a GSI of 30 to 40, is thinly bedded, and is much weaker than the other rock types at the mine. The as-mined slope angle in the shale is 36 to 38°. Bedding in the shale dips unfavorably into the pit on this side of the mine. Over time, the Pioneer Shale benches have eroded, and few benches still remain in the existing slope.

The shale was intruded by two continuous sills of diabase. The diabase is parallel to the shale and is approximately 35 to 40 feet thick. The diabase is exposed in the lowermost section of the southwest wall and runs along the entire strike length of the southwest wall. The diabase is relatively strong and unjointed but is altered and weaker on its margins near the contact with the rocks above and below.

 

The slope angles for the southwest wall in the shale and diabase are limited by overall slope stability given the weak strength and the unfavorable bedding orientation. Based on the field reconnaissance conducted, CNI recommends that any additional mining in the Pioneer Shale and diabase continue with the existing slope angle of 36°. Piezometers are recommended for this wall to determine if slope dewatering will be needed. Additionally, CNI has recommended that the mine plan avoid daylighting bedding and undercutting of the upper diabase sill (PCDU)/Upper Pioneer Shale (AGIOU) contact.

 

16.2.3Constructing Slopes in Existing Stockpiles

 

Only visual inspection has been conducted to date on the existing stockpiles. However, given the general character of the unleached stockpiles, a preliminary slope angle of 27° for the top 20 feet of the stockpile and 36° for the lower slope is recommended. The stockpile materials will be tested in the future and the stability analysis updated to ensure that the piles will be stable long term.

 

16.2.4Rock Strengths

 

In 2023 and 2024, laboratory samples were collected at the mine from the Pioneer Shale, diabase, Bolsa Quartzite, and Abrigo Formations. The Abrigo formation samples were separated into three groups based on their position in the stratigraphy: Upper Abrigo, Midde Abrigo, and Lower Abrigo. Boulder samples of the diabase and loose soil-like samples of the diabase contact were also collected for shear strength testing. All testing was conducted at the CNI Rock Mechanics Laboratory in Tucson.

 

Joint Shear Strength Testing

 

Joint shear testing focused on the Abrigo Formation. Three tests were conducted on the lower Abrigo, five on the middle Abrigo, and five on the upper Abrigo. Joint roughness and shear strength were similar for the three units. One test was conducted on the Pioneer Shale.

 

Table 16-2: 2023 Johnson Camp Small Scale Direct Shear Testing Summary

 

Rock Unit Number Tests Friction Angle (deg) Cohesion (psi)
Upper Abrigo 3 30.6 2.4
Middle Abrigo 5 24.2 4.1
Lower Abrigo 5 31.7 3.9
All Abrigo 13 28.5 3.4
Pioneer Shale 1 28.8 2.3

 

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Intact Rock Strength Testing

 

Intact rock strength was investigated by testing core samples in both tension and triaxial compression. Triaxial compression confinements varied from 100 to 1000 psi. Testing was conducted on all the main rock types at the Johnson Camp Pit.

 

Table 16-3: 2023 Johnson Camp Intact Rock Strength Testing Summary

 

Rock Type Number Tests Phi (deg) C (psi) Estimated UCS (psi)
Upper Abrigo 5 60.7 1,177.8 9,009.1
Middle Abrigo 6 62.1 1,723.3 13,897.6
Lower Abrigo 4 63.6 2,999.8 25,534.6
All Abrigo 13 56.3 2,797.9 18,449.4
Bolsa Quartzite 4 62.2 2,102.0 17,008.0
Pioneer Shale 5 53.8 456.8 2,792.9
Diabase 4 29.2 2,372.8 8,087.6

 

Table 16-4: 2023 Johnson Camp Disc Tension Testing Summary

 

Rock Type Number of Tests Disc Tension (psi) Density (pcf)
Upper Abrigo 5 797.3 175.3
Middle Abrigo 6 1054.2 175.1
Lower Abrigo 4 1690.6 171.5
All Abrigo 15 1138.2 174.2
Diabase 3 577.4 170.6

 

The testing shows that the Abrigo Formation gets stronger at depth. The Pioneer Shale and diabase are weaker in comparison to the Bolsa and Abrigo.

 

16.2.5Geological Structure

 

Exposed structure was mapped by CNI during several site visits. A drone survey was flown to map the achieved bench face angles (BFA) and map geologic structures that form the stable bench face slopes. Slope stability throughout the mine is generally controlled by the bedding structures along with shorter cross joints that occur between the bedding joints. In the southwest wall, the slope is parallel to the bedding resulting in a plane shear condition. The achievable slope angles in the southwest wall are lower than the rest of the mine. In the northeast wall, the bedding is dipping favorably back into the wall and a stepped path along cross joints connected by bedding joints controls slope stability and the bench face angles. In this area, steeper slope angles are achievable.

 

Drone Survey

 

A drone flight was conducted in October 2023. The focus of the aerial survey was the north and northeast walls comprised of the Abrigo Formation and Bolsa Quartzite. The drone survey was used to audit the previously achieved bench face angles and review the structures that control bench stability. A stepped path consisting of sliding along cross joints connected by bedding joints is evident in the existing bench faces in the northeast wall.

 

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Bench Stability Analysis

 

The geological structures mapped via the drone survey were used in a stability analysis of the proposed bench slopes for the expanded pit. CNI used a probabilistic approach to estimate the bench-face angle (BFA) distribution and for estimating the catch bench reliability. This distribution is directly related to the amount of back break estimated from the known joint structures. Back break is defined as the distance behind the crest that a vertical bench sloughs into the pit along daylighted geologic structures, and therefore BFAs calculated in the analysis are defined as the angle from the bench toe to the bench crest after back break has occurred (effective BFA).

 

For Johnson Camp, the bench face angle distributions have been estimated using stability analysis of plane shear, wedge, and step-path sliding geometries. For the northeast wall where most of the pit expansion will take place, the step-path geometry controls the stable bench face angles. The estimated step-path angle is calculated using the orientation, length, and spacing of the cross joints and bedding joints.

 

Table 16-5: Step-Path Angle Calculated for Abrigo Formation in North Wall

 

Geological Structure  
Mean length of Master Joint 17.0
Mean Spacing of Master Joint 4.8
Mean Dip of Master Joint 56.3
Mean Dip of Cross Joint 122.0; (58.0)
Percent overlap of Master Joints (0.0-1.0) 0.0
Step-Path Angle 70.4

 

Rock Quality Designation (RQD)

 

Geomechanical drill logs provided by GCC include core recovery length and RQD length data for 11,667 feet of core from 22 drillholes. These holes penetrated the Abrigo Formation and the Bolsa Quartzite. The RQD data were analyzed for quality assurance and grouped by rock type. Distributions of RQD were analyzed by rock type and mineralization type. Mean RQD values were used in the calculation of rock-mass strength parameters. The Upper and Middle Abrigo Formations have higher RQD compared to the Lower Abrigo Formation as shown in Table 16-6. Additionally, the oxide and sulfide mineralization types in the lower Abrigo are more broken than the mixed and transitional mineralization types in this geological unit.

 

Table 16-6: RQD by Rock Type

 

Rock Type

Drilled RQD
Length (ft)

Mean RQD (%)

Martin Formation 468 58
Upper Abrigo 632 57
Middle Abrigo 2812 62
Lower Abrigo 6566 37
Bolsa Quartzite 1054 57

 

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16.3Mine Production Schedule

 

The shift schedule for mining is 2-12 hour shifts 5 days per week plus 2 Saturdays a month through April 2026. This is expected to reduce to 1 shift per day starting in May of 2026. Measured and Indicated material with net of process greater than $0.01/ton is scheduled to be sent to the leach pad for processing.

 

16.3.1Mining of Phase 1

 

Phase 1 was at the 4,820 ft bench at the end of 2025 and the bottom of the phase is 4,480 ft. Drilling, blasting, loading, and hauling will all occur on 20 ft benches triple benched to 60 ft benches at the phase extents.

 

16.3.2Mining of Phase 2

 

Phase 2 completes the ultimate pit of the Nuton Demonstration. Phase 2 was at the 4760 ft bench at the end of 2025 and the bottom of the pit is the 4,360 ft bench. Drilling and blasting and loading and hauling is planned to occur on 20 ft benches triple benched to 60ft benches at the extents of the ultimate pit.

 

16.3.3Cut-off Grade Calculation

 

The cut-off grade used for scheduling is $0.01/ton net of process. The calculation of net of process is provided below:

 

 

 

16.4Placement of Leach Material

 

Crushing and placement of the Nuton Demonstration material will be performed by a Contractor within the footprint of the leach pad.

 

Placement of ROM leach material will be truck dumped in 15 to 30 ft lifts on the leach pad.

 

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16.5Waste Storage

 

The waste storage area is directly east of the pit. The waste dump is planned to be constructed in 40 ft lifts at a deposition angle of 2.5:1. The geometry of the waste dump at the end of the mine plan can be seen in Figure 16-1.

 

16.6Mine Fleet

 

An estimate of equipment requirements for a contractor operated mine fleet to execute the mine production schedule is presented in this section. Mining is planned to be executed using a conventional open pit mining fleet. The reference to specific equipment manufacturers is to illustrate equipment size and is not to be considered a recommendation.

 

Production drilling is expected to be accomplished with 35,000 pull-down force class drills with mast lengths capable of single pass drilling 30 ft benches. Holes will be loaded with ANFO when dry and an emulsion slurry when wet.

 

Phase 1:

 

Drilling and blasting of Phase 1 is planned to be accomplished on 20 ft bench heights triple benched to 60ft benches at the ultimate pit limits. Loading and hauling will be performed on 20 ft benches by 9 cubic yard front end loaders or excavators loading 70 ton-haul trucks.

 

Phase 2:

 

((4760 ft bench – 4600 ft bench)

 

In order to achieve the planned mining rates in 2026, Phase 2 may need to be mined on 30 ft bench heights double benched to 60ft benches at the ultimate pit limits down to the 4600 ft bench. Loading and hauling will be performed by 14 cubic yard front end loader or excavator loading 100-ton haul trucks and 70-ton trucks.

 

(4600 ft bench – 4360 ft bench)

 

Below 4600 ft bench, drilling and blasting of Phase 2 is planned to be accomplished on 20 ft bench heights triple benched to 60 ft benches at the ultimate pit limits. Loading and hauling will be performed on 20 ft benches by 14 cubic yard front end loaders and excavators loading 100-ton haul trucks down to the 4540 ft bench. Below the 4540 ft bench, loading and hauling will be performed on 20 ft benches by 9 cubic yard front end loaders or excavators loading 70 ton-haul trucks.

 

A fleet of auxiliary equipment to support the main operating equipment will be required. This will include 2- 410 hp and 1-300 hp tracked dozers to maintain the waste dump, the placed ROM leached material, and cleanup in the mining phases. There will be 2-8,000 gallon water trucks and 2 motor graders with 14 ft/16 ft moldboards. There will also be a track drill and an excavator.

 

An estimate of equipment requirements is provided on Table 16-7. The equipment estimate is based on 2-12 hour shifts 5 days per week plus 2 Saturdays a month through April 2026 followed by a reduction to 1 shift per day starting in May of 2026.

 

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Table 16-7: Expected Major Mining Equipment

 

Equipment Type

2026

Q1

2026

Q2

2026

Q3

2026

Q4

2027

Q1

2027

Q2

Cat MD6200 Blast Hole Drill 3 3 3 3 1 1
9 Cubic Yard Loader/Backhoe 3 3 3 3 2 1
15 Cubic Yard Loader/Backhoe 2 2 2 2 0 0
100 ton Haul Truck 6 6 6 6 0 0
410 hp Track Dozer 2 2 2 2 2 2
300 hp Track Dozer 1 1 1 1 1 1
Cat 14M/16M Motor Grader 2 2 2 1 1 1
70 ton Water Truck 8kgal 2 2 2 1 1 1
70 ton Haul Truck 12 14 14 18 10 6
Track Drill 1 1 1 1 1 1
Cat 336 Excavator 1 1 1 1 1 1
Total 23 22 18 16 15 10

 

16.7Owner Staff Requirements

 

GCC will maintain a staff of mine supervision and technical services. They will be responsible for engineering, geology, mineralized material control and blast hole sampling.

 

16.8Mine Plan Drawings

 

Figure 16-1 illustrates the pit and waste dump configurations at the end of open pit mining in 2027.

 

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Figure 16-1: Pit and Dump Configuration at end of Mining in 2027

 

16.9Pit Dewatering

 

For the planned three-year initial mining phase from the Burro Pit, the current dewatering rate of 50 gpm is representative of what can be expected during this phase of mining. As the pit is slightly deepened, this may increase to as much as 100 gpm.

 

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17RECOVERY METHODS

 

17.1Summary

 

JCM is a conventional open pit, heap leach operation using solvent extraction and electrowinning (SX-EW) to yield Grade A copper cathodes to ship to market. The plant consists of a permanent heap leach pad, solution ponds, the SX circuit, a Tank Farm, the EW Tankhouse including a cathode stripping section, and reagents storage and make-up areas.

 

The new leach pad area, Pad 5, which largely completed construction in 2025, is located northeast of the existing plant facility and has been designed such that leach solutions will flow by gravity to the combined ILS-PLS (Intermediate Leach Solution and Pregnant Leach Solution from Pad 5) pond located down slope of the new leach pad. The combined ILS-PLS solution will be pumped back to the existing Johnson Camp Mine SX-EW plant. A storm water pond has also been designed to capture contact overflow solutions from Pad 5.

 

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(Source: M3, 2024)

Figure 17-1: JCM Overall Flowsheet

 

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17.2

Design Basis

 

The design basis for the Johnson Camp Mine includes a single SX-EW facility that can produce 25 million lbs of cathode copper per annum. The SX-EW will operate on a 365-day per year basis with an availability of 90%. Figure 17-2 shows the layout of Pad 5 and the other facilities, mine waste dumps, ponds, and plant area at the Johnson Camp Mine.

 

 

Figure 17-2: Johnson Camp Mine Site Plan for Nuton Demonstration

 

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17.3Leach Pad 5

 

Pad 5 was initially designed by Glasgow Engineering, based on an analysis of topographic, geologic, and hydrologic characteristics. The Glasgow design was previously permitted in 2021. Pad 5 and ancillary facilities are located in a drainage northeast of the Copper Chief Pit expansion. Pad 5 was detailed designed in 2024-25 by WSP as shown in Figure 17-3 and constructed in Q1 through Q4 of 2025.

 

The leach pad design is approximately 8,000,000 ft2 in area and oriented to match existing topography so that it allows gravity drainage of solutions down to the eastern toe of the pad at 4,900 ft elevation for collection and transport by pumping system back up to the PLS storage pond at approximately 5,030 ft elevation. The fully contained pad will include: soil liner, HDPE geomembrane liner, containment berms, leachate collection pipe system, and appropriate overliner material with sufficient bearing strength and capacity to stack up to 48,000,000 tons of leachable material. The current design includes a capacity to hold 44,000,000 tons of leachable material.

 

Pad 5 has been developed in four phases: Phase 1 hosts Run-of-Mine (ROM) oxide and transition materials in the initial phase of mining that commenced in Q3 2025 (see Figure 17-3). Phase 2 hosts primary sulfides which comprise material for the Nuton Demonstration. Phase 3 hosts the crushing, agglomerating, and other equipment used for the Nuton Demonstration. Ultimately, after the completion of the Nuton Demonstration, Phase 3 will be stored ROM or crushed material. Phase 4 will also be used for ROM or crushed material. Construction of the four phases of Pad 5 were advanced to near completion during 2025, which is considered to be Year -1 of the mine plan.

 

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Figure 17-3: Pad 5 Footprint showing Phases and Emergency Runoff Pond

 

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The pad was constructed on a prepared base that has been cut from within the pad area and filled with borrow materials from within the pad or from elsewhere on the mine site. It is anticipated that cut and fill volumes will be approximately 542,000 yd3 net. About 275,000 yd3 of soil liner (a clayey alluvial material) will be taken from within the pad perimeter and shall be screened then graded to form a 12-inch layer beneath the HDPE liner. After installing a HDPE geomembrane liner over the entire pad, a system of perforated leachate collection pipes will be installed upon the liner (and in some cases upon a pipe bedding material).

 

 

Figure 17-4: Liner Installation on Pad 5

 

The collection pipe system was buried in a course of overliner material consisting of minus 1 ½” to plus ¾” material (also referred to as Liner Protection material). This overliner material was placed to a depth of 24 inches above the HDPE liner. This material totals approximately 527,000 yd3 of crushed overliner that was taken from on-site stockpiles of Bolsa Quartzite and crushed using the contractors overliner crushing plant. The overliner meets standard specifications for hydraulic conductivity.

 

17.3.1Containment System

 

An estimated 13,000,000 gallon lined overflow pond for non-storm water and emergency solution outflow was constructed in 2025 in compliance with prescriptive BADCT guidelines, and a 3,400 ft lined containment trench in which to route all process piping, as shown in purple in Figure 17-3.

17.3.2Pumps/Solution Management System

 

The pumping system is designed for 5,000 gallons per minute (gpm) of raffinate and 5,000 gallons of pregnant leachate solution between the pad and the SX plant.

 

Based on historical column test work reports described in Section 13.2, the material from the Burro Pit ranges in sulfuric acid consumption from 20 lbs/ton for the Pioneer Shale to 70 lbs/ton for the Upper Abrigo formation. The average acid consumption for the mineral resources in the mine plan is approximately 40 lb/ton of material.

17.4Nuton Demonstration

 

The Nuton Demonstration is an industrial- scale, engineered sulfide heap leach operation using Nuton’s proprietary suite of technologies. Nuton is a nature-based bioleaching technology that uses an elevated temperature biological leach process using naturally occurring bacteria to accelerate the leaching process and enhance recoveries. Fresh sulfide material will be mined and stacked for three years and leached for five years to test Nuton in an industrial-scale demonstration.

 

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Figure 17-5: Pad 5 Showing Location of Nuton Portion of Leach Pad

 

Sulfide mineral resources are crushed, agglomerated and treated under NutonTM conditions before stacking mechanically using grasshopper conveyors on a separate portion of Pad 5 (See Figure 17-5). To accomplish the recovery of sulfide copper, the sulfides must be oxidized. The process requires aeration of the Nuton leach pad to provide the oxygen necessary for the oxidation process. Additional testing of transition and sulfide materials from JCM is planned to test the efficacy of this method and refine the parameters of the design and the associated copper recovery kinetics.

 

The PLS from the Nuton Demonstration reports to a sump which is combined with PLS from the ROM leach pad after sampling and measuring.

 

The presence of abundant pyrite in the sulfide-bearing leach materials is projected to enhance the oxidation of copper in the form of chalcopyrite, as suggested in Section 13.4. The oxidation of pyrite generates ferric iron to enhance the oxidation of copper sulfides.

 

To achieve maximum metal extraction, several leaching parameters must be optimized in concert, based on an appropriate testing program. These include the irrigation rate, acid concentration, bacteria, and leach cycle time. The irrigation system will be laid out on the heap surface and the drip lines should be fairly closely spaced in order to wet the entire lift of material.

 

The PLS coming from various leach cells are being measured and sampled before mixing and being pumped to the existing JCM PLS pond. This mixing helps maintain a uniform PLS grade going to the solvent extraction plant. The PLS pond promotes settling of any solids entrained in the PLS due to a precipitation event or a broken leach line. However, it may be advantageous to settle solids or to filter them at the Pad 5 collection sump prior to pumping solution down to the JCM PLS pond, which is not included in the current plans.

 

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17.5Solution Ponds

 

Figure 17-6 shows the JCM ponds as they are configured next to the JCM SX-EW plant. HDPE piping from the PLS sump at Pad 5 has a design capacity of 5,000 gpm to the PLS Pond. Three 400 HP Raffinate vertical turbine pumps (2 operating, 1 standby), shown in Figure 17-7, circulate acidified raffinate back to the leach pad.

 

 

Source: M3, 2024

Figure 17-6: Solution Ponds at JCM

 

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Figure 17-7: Raffinate Pumps at JCM

 

17.6Solvent Extraction

 

The existing JCM SX circuit consists of two trains of mixer-settlers that strip copper from the PLS and transfer it to the lean electrolyte solution. Each train has two extraction settlers and one strip settler. The extraction settlers use an extractant dissolved in a petroleum-based diluent (collectively called the “organic”) to extract copper from the aqueous phase. The strip settlers (one in each train) use a high-acid solution (lean electrolyte) to strip copper from the organic phase. The aqueous phase (strong electrolyte) is then pumped to the existing JCM tankhouse for recovery by electrowinning. Figure 17-8 is a flowsheet of the JCM solvent extraction (SX) circuit.

 

The SX trains for the JCM plant are operated in series such that the entire PLS flow through each train passes through both extraction settlers in the train (Figure 17-9). The organic passes counter-current through both extraction settlers, transferring copper from the PLS and becoming “loaded organic”. The copper-bearing loaded organic is mixed with lean electrolyte in the strip pumper mixers to transfer the copper from the extractant in the organic phase to the aqueous electrolyte solution. The strip settler allows the immiscible liquids to separate in laminar flow. The rich electrolyte then flows to the Electrolyte Filter Feed Tank.

 

Stripped organic is sent to the extraction pumper mixers where intimate contact between the organic and PLS solutions promotes exchange of copper ions by the extractant in the organic phase. The extraction settlers allow the immiscible liquids to separate in laminar flow so that the aqueous phase (raffinate) and organic phase can be collected in separate launders at the end of the settler. Raffinate is re-acidified in the aqueous launder of the second extraction settler and flows by gravity to the Raffinate Pond. The partially loaded organic from the second extraction settler flows to the pumper mixers of the first extraction settler and exchanges copper from the other half of the PLS stream. Fully loaded organic from the first extraction settler flows to the Loaded Organic Tank. The SX process is designed to extract 92% of the copper contained within the PLS at an incoming copper grade of up to 2.6 grams per liter (g/L).

 

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Source: M3, 2016

Figure 17-8: Flowsheet showing Solvent Extraction Circuit at JCM

 

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Figure 17-9: Solvent Extraction Settlers

 

17.7Electrowinning

 

Rich electrolyte solution advances from the solvent extraction area and flows by gravity to the Electrolyte Filter Feed Tank. Electrolyte is pumped from this tank through two electrolyte filters to remove entrained organic emulsion and particulates from electrolyte prior to electrowinning. The filters are backwashed periodically with water (or lean electrolyte solution) and air from a blower.

 

Filtered electrolyte solution is pumped to an electrolyte recirculation tank through the electrolyte heat exchangers. The filtered rich electrolyte flows through one heat exchanger and is warmed by lean electrolyte returning to solvent extraction from electrowinning. Rich electrolyte is heated in the trim heater, when required, with supplemental heat from a hot water heating system to the final temperature, typically 45°C, for electrowinning. When supplemental heat is not required, lean electrolyte flows through the trim heater, countercurrent to the flow of rich electrolyte being heated.

 

After returning by gravity from the SX stripper to the rich electrolyte tank, rich electrolyte is pumped through a series of three filters and heat exchangers to the commercial electrolyte recirculation tank. The commercial solution, a blend of the rich and lean electrolyte solution, is pumped to the EW cells. The solution exits the cells overflowing by gravity to the Lean Electrolyte Tank. A portion of the lean electrolyte is pumped back to the strip stages in the SX for copper recovery with the balance of lean electrolyte overflowing through a cross-connection pipe into the commercial tank.

 

Copper is plated onto stainless steel cathode blanks in the EW cells. Figure 17-10 is a flowsheet of the JCM EW Tankhouse. Figure 17-11 shows interior and exterior photos of the JCM EW Tankhouse. The copper cathodes are harvested on a weekly basis. The tankhouse has an overhead bridge crane for transporting cathodes (and anodes) to and from the cells using a lifting “strongback” frame. Harvested cathodes are washed in the Cathode Wash Tanks using circulation pumps. Washed cathodes are removed from the stainless-steel blanks, sampled, weighed, and banded using a semi-automatic stripping machine. Copper produced by this process is LME Grade A for sale on the world market in 2-to-3-ton packages.

 

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Source: M3, 2016

Figure 17-10: Electrowinning Flowsheet at JCM

 

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Figure 17-11: JCM EW Tankhouse Interior and Exterior

 

The electrowinning operation will also require small electrolyte bleeds to control the buildup of impurities. This bleed stream can either be returned to the extraction stage or to the Raffinate pond.

 

17.8Tank Farm

 

The tank farm contains tanks, pumps, and filters for handling solutions needed for the SX-EW process. The primary process function of the tank farm is storage and transfer of solutions. However, there are two process functions that take place in the tank farm: electrolyte filtration and crud treatment.

 

Three electrolyte filters in the tank farm remove impurities from the rich electrolyte returning from SX to prevent contamination of the tankhouse and electrolyte system (Figure 17-12). Rich electrolyte flows by gravity to the Electrolyte Filter Feed Tank and is pumped through one or more anthracite-garnet filters to remove entrained organic and particulates that could interfere with electrowinning. Filtered rich electrolyte flows to the Electrolyte Recirculation Tank. The filters are periodically backwashed to remove impurities and to maintain design flow rates through the filter media.

 

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Figure 17-12: JCM Tank Farm

 

Crud is a mixture of solids, organic liquid, and aqueous solution that (a) accumulates at the organic/aqueous interface in the settlers or (b) may be any mixture of aqueous and organic liquids that requires separation. Crud is removed by suction from the settlers and needs to be treated to separate the three phases for reuse in the process or, in the case of the solids, for disposal. Crud also comes from the mixture of aqueous, organic, and solids that accumulates in the electrolyte filters. The crud treatment system consists of the following major equipment:

●Crud Holding Tank
●Crud Treatment Tank
●Crud Centrifuge (“Tri-canter”)
●Recovered Organic Tank

 

Crud from the Crud Holding Tank will be pumped to the Crud Treatment Tank, an agitated, cone-bottom tank. Amendments including clay and diatomaceous earth can be added to the Crud Treatment Tank to assist in separation of the phases. The Crud Centrifuge is a horizontal-axis centrifuge that separates the crud into its three component phases, allowing aqueous and organic liquids to be returned to the process, while solids are collected in a container for offsite disposal.

 

17.9Acid Storage and Reagents Make-up

 

JCM has three 2,500-ton sulfuric acid storage tanks that were installed in 2019, as well as a smaller tank used to feed the agglomerator added in 2025. Figure 17-13 shows the arrangement of these tanks in the background behind the SX facility at JCM.

 

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Figure 17-13: JCM Sulfuric Acid Tanks

 

A new sulfuric acid injection area was installed in 2025 between the JCM SX-EW plant and JCM solution ponds to acidify raffinate before pumping raffinate back to Pad 5. Sulfuric acid is pumped from the acid storage tanks and diluted to a suitable concentration Figure 17-14 shows the acid pumps, static mixers, electrical panels, and piping in the acid injection area.

 

 

Figure 17-14: JCM Sulfuric Acid Injection Station

 

A new PLS Collection Sump and Pump Station was installed as part of the Pad 5 build. Figure 17-15 shows the flumes fed by the collection piping beneath Pad 5, which is then pumped via 400 HP vertical turbine pumps to the JCM PLS Pond (Figure 17-16).

 

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Note: PLS piping has now been installed.

Figure 17-15: New PLS Flumes at Pad 5 showing PLS Pumps in background

 

 

Figure 17-16: New PLS Pump Station by Pad 5 showing PLS Header

 

A new Emergency Runoff Pond was installed to collect overflow from Pad 5 and the PLS Collection Sump in the event of a large rainstorm. Figure 17-17 shows the Emergency Runoff Pond with pump barge which can direct PLS back to the leach pad or to an evaporation pond at the JCM Plant.

 

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Figure 17-17: New Emergency Runoff Pond at Pad 5

 

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18PROJECT INFRASTRUCTURE

 

The Johnson Camp Mine is an existing and operating copper hydrometallurgical plant. Figure 18-1 shows the location of the open pit, waste dumps, SX-EW plant facilities and mine. The figure also shows the improvements to the mine site which include Heap Leach Pad #5, new access roads to the pad, PLS sump and pump station, emergency pond and powerlines.

 

 

Source: M3, 2024

Figure 18-1: Johnson Camp Mine Facilities

 

18.1ACCESS

 

The JCM site is accessed from the North Johnson Road exit from the I-10 freeway, by traveling approximately 1 mile north. The JCM plant area is approximately 1.6 miles from the main entrance.

 

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Inert waste rock will be deposited on the east and southeast waste rock stockpiles. Waste rock samples will be tested to confirm their inert behavior at regular production rate intervals.

 

18.2Diversions

 

Natural drainage around the new project location naturally travels from the northwest end of the proposed heap leach pad to the southeast end where it continues through the property boundary. Much of this natural drainage is captured and routed north of the heap leach pad by means of a large channel, with a bottom width of 10 ft and a linear length of 1,370 ft. The remaining natural drainage from the northwest is routed along the west perimeter of the heap leach pad, where it is routed by means of 5 – 36” culverts under the haul road ramp on the west side of the pad.

 

Figure 18-2 shows the layout of Pad 5 and its civil works including non-contact water diversions and new roads that were constructed to access the leach pad.

 

 

Figure 18-2: Pad 5 Civil Works

 

The discharge from those culverts is combined with drainage flowing south from the heap leach pad in between the two haul road ramps. This flow is routed through two 48” culverts under the east haul road ramp where it discharges to the east into a new large channel that continues east along the pad. The drainage channel with sides consisting of the south edge of the new event pond and the north edge of the new light duty road that travels east of the heap leach pad perimeter. The drainage from the channel crosses beneath the new light duty road by means of 2 – 48” culverts, where it continues drainage through the property boundary in the natural wash.

 

The new haul road near the existing Burro Pit crosses a natural drainage flow that runs from west to east. To allow the natural drainage to travel undisrupted, 2 – 36” culverts were placed under the new haul road. The embankments of some portions of the new haul roads were armored with shotcrete to be used as the sides swales to help route drainage along them.

 

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18.3ROADS

 

Haul roads and light duty roads were added to the site to keep light duty traffic and haul road traffic separated for safety purposes. A new haul road from the existing Burro Pit to the Heap Leach Pad #5 connects at two locations at opposite ends along the south side of the pad.

 

Light duty traffic is accessed off the main road and routed along the east and north perimeter of the Heap Leach Pad, to the new acid unloading facility and acid storage tanks located north of the pad. Access to the crusher Heap Leach Pad is from the acid unloading access road located north of the Heap Leach Pad. A light duty access road has been established west of the Heap Leach Pad over to the historic cross landmark. Traffic flow south of this location requires caution as the road will be shared with Haul truck traffic for the mine operation of the Heap Leach Pad and Texas Canyon traffic.

 

18.4POWER

 

JCM’s main substation by the JCM Administration Building is powered by an existing 69 kV power line that is fed from the south of the property. The 69 kV power line is owned by the Sulfur Springs Valley Electric Cooperative Inc. located in Willcox, Arizona. JCM substation is located near the SX-EW plant and has a 7.5/9.975 MVA, 69kV-4.16/2.4kV main transformer. An existing outdoor HV bus bar structure in the main substation has gang operated disconnect switches that distribute power in 4.16 kV circuits to the existing SX-EW plant, PLS pumps, Raffinate pumps, acid storage, and ancillary buildings. All process areas have their own substation with step-down transformers and electrical equipment to feed the equipment and loads.

 

The JCM Restart Project added several new process areas to the mine, each electrically supplied by their respective substation transformer skid. All of these substations are powered by a refurbished/new 13.8 kV overhead distribution power line originating from a new 5/6.25 MVA, 4.16 kV–13.8 kV step-up transformer.

 

The step-up transformer was installed as an extension of the existing main substation and is fed from the existing 69kV-4.16kV,

7.5/9.975 MVA substation transformer.

 

In addition to powering the new process areas, the 13.8 kV overhead distribution power line also supplies power to the mine’s existing water well system through a 500 kVA, 13.8 kV-4.16 kV step-down pad-mounted transformer.

 

The estimated new connected electrical load is 5.1 kW, which includes the areas in the following Table 18-1.

 

Table 18-1: Johnson Camp Mine Electrical Loads

 

Johnson Camp Mine Electrical Loads Connected Load Demand Load Operating Load
Existing Loads kW kVA kW kVA kW kVA
Ancillary Buildings 244 273 181 203 102 115
SX-EW Plant 4,904 5,425 3,927 4,329 2,935 3,236
Ponds 1,288 1,483 1,288 1,483 570 662
Total Existing Electrical Loads 6,436 7,181 5,396 6,015 3,607 4,013
New Loads kW kVA kW kVA kW kVA
Water Wells 283 326 213 248 160 186
Crushing, Agglomeration & Conveying 2,904 3,369 3,358 2,828 2,037 2,438
Sulfuric Acid & Reagents 1,147 1,349 1,014 1,200 754 889
Solution Management 1,235 1,434 686 827 555 666
Total New Electrical Loads 5,569 6,478 5,271 5,103 3,506 4,179
             
Total JCM Electrical Loads 12,005 13,659 10,667 11,118 7,113 8,192

 

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The current design includes five 200 HP blower units. Additional blowers are planned for future phases, which will increase the overall system demand. As a result, the main substation will require upgrades to accommodate the added load.

 

One potential improvement is the installation of a capacitor bank to improve power factor, thereby reducing reactive power demand and enabling the main transformer to operate more efficiently under higher electrical loading. Future blower additions will also require a new distribution substation to supply these loads.

 

In addition, a study was conducted to evaluate whether the existing harmonic filter bank at the main substation should be reconnected as part of the JCM Restart Project. The results indicate that the harmonic filter can assist with power factor correction once all loads are in operation.

 

However, prior to placing the filter back into service, a circuit breaker must be installed on the line side of the harmonic filter, in accordance with the vendor’s recommendation.

 

It was also determined that the filter was designed to mitigate specific harmonic orders and will not effectively address the harmonics generated by the rectifiers. Therefore, a more detailed assessment of the existing harmonic filter equipment is required to verify its condition and confirm that its rating and configuration are suitable for the updated system requirements.

18.5Water Supply & Distribution

 

Fresh water is supplied from three existing wells on the JCM Property and pumped to an existing process/fire water storage tank. The lower portion of the storage tank is reserved for fire water. Process water for plant use is taken from the storage tank above the fire water reserve level. Potable water for the JCM site is provided by the existing Section 19 well, chlorinator building, and potable water tank. GCC contracted Westland Resources to make potable water modifications for the HLP expansion.

 

The nominal plant water balance requires 56 m3/hr (247 gpm) as shown in Table 18-2 . The design plant water balance requires 108 m3/hr (476 gpm). The site will have adequate water resources to supply water to the plant processes.

 

Table 18-2: Johnson Camp Water Balance

 

Johnson Camp Water Balance (Design)
Water In m3/hr gpm Water Out m3/hr gpm
Hydraulic Control Wells 7.5 33 Raffinate to Pond 0.6 3
Rain to Raffinate Pond 0.1 0 Reagents Make-up Water 7 31
Fresh Water Make-up 60 266 Leach Pad Moisture 72 315
ROM Mineralized Material to Leach Pad 20 88 Leach Pad Evaporation 29 128
Other Leach Pad Solutions 20 88      
Total Water In 108 476 Total Water Out 108 476
Johnson Camp Water Balance (Nominal)
Water In m3/hr gpm Water Out m3/hr gpm
Hydraulic Control Wells 7.5 33 Raffinate to Pond 0.6 3
Rain to Raffinate Pond 0.1 0 Reagents Make-up Water 7 31
Fresh Water Make-up 25 112 Leach Pad Moisture 35 154
ROM Mineralized Material to Leach Pad 7 31 Leach Pad Evaporation 14 59
Other Leach Pad Solutions 16 71      
Total Water In 56 247 Total Water Out 56 247

 

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Mine dewatering will also make a contribution to water supply. The estimated water available as make-up water is approximately 45 m3/hr (200 gpm) and will increase to 90 m3/hr (400 gpm) later in the mine life. This mine water will be available for continued heap leaching water make-up.

 

18.6Sanitary Waste Disposal

 

Sanitary wastes from sinks, lavatories, toilets, and showers are handled by septic systems that are dedicated to individual buildings or groups of ancillary facilities that share a septic tank or leach field. The septic systems have been designed and permitted in accordance with Cochise County regulations.

 

Sinks and drains in areas where chemical handling operations occur will either direct waste to the tank farm sump, eventually discharging to the Raffinate Pond, or to a dedicated chemical containment tank. Containment tanks are serviced by licensed hazardous materials handling contractors in accordance with federal, state, and local regulations.

 

No sanitary waste modifications were required for the Heap Leach Pad 5 expansion project.

 

18.7Waste Management

 

Solid wastes are collected in approved containers, removed from site by a solid waste contractor, and disposed in accordance with federal, state, and local regulations. Excess construction materials and construction debris will be removed from site by the generating contractor.

 

Recyclable materials that are non-hazardous, such as scrap metal, paper, used oil, batteries, wood products, etc., will be collected in suitable containers and recycled with appropriate vendors.

 

Hazardous materials, such as contaminated greases, chemicals, paint, and reagents, will be collected and recycled, whenever possible, or shipped off-site for destruction, treatment, or disposal.

 

No additional solid waste containers were required for the Heap Leach Pad 5 expansion project.

 

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19MARKET STUDIES AND CONTRACTS

 

19.1Market Studies

 

19.1.1Copper price

 

Short-term and long-term copper price assumptions used in this technical report are based on the average of analyst consensus forecasts published by major financial institutions and market research groups. In the short term, consensus forecasts indicate relatively strong copper prices above $5.00/lb reflecting tight market conditions and ongoing supply disruptions. Short-term prices are expected to remain volatile due to macroeconomic conditions, inventory levels, and policy factors such as trade tariffs, which can influence demand and regional market balances.

 

Over the longer term, analyst consensus forecasts generally assume that copper prices remain well supported by structural supply and demand fundamentals. Long-term demand growth is expected to be driven by electrification, renewable energy systems, electric vehicles, grid expansion, and emerging sectors such as data centers and advanced manufacturing, all of which are highly copper-intensive. At the same time, the supply response is constrained by declining mineralized material grades, limited new discoveries, increasing capital requirements, and long development timelines for new mines. These structural factors are widely expected to tighten the copper market over time and support elevated long-term prices relative to historical averages.

 

For the purposes of this study, analyst consensus copper prices are used rather than a proprietary price forecast. Consensus pricing represents the aggregated outlook of multiple independent analysts, financial institutions, and commodity research groups, each incorporating their own supply-demand modeling, macroeconomic assumptions, and market expertise. Using consensus forecasts in a technical report provides an objective and transparent basis for the financial model, reduces reliance on any single price outlook, and aligns project economics with broadly accepted industry expectations used in investment analysis and project evaluation.

 

The analyst consensus prices by year are listed below in the “Average” line in Table 19-1.

 

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Table 19-1: Analyst Consensus Copper Prices

 

February 3,2026

Copper (US$/1b)

 

Date  Firm  2026   2027   2028   2029   LT 
29-Jan-26  CIBC  $4.75   $4.00   $4.00   $4.00   $4.00 
26-Jan-26  Cantor  $4.50   $4.50   $4.50    -    - 
26-Jan-26  Barclays  $5.68   $5.64   $5.59   $5.75   $5.00 
23-Jan-26  Morgan Stanley  $5.34    -    -    -   $4.40 
22-Jan-26  Macquarie  $4.86   $4.64   $4.46   $4.76   $4.20 
22-Jan-26  Berenberg  $5.43   $5.44   $5.33   $5.33    - 
21-Jan-26  Cormark  $4.75   $4.75   $4.75   $4.75   $4.75 
21-Jan-26  H.C. Wainwright  $5.00   $5.00   $5.00   $5.00   $5.00 
20-Jan-26  Canaccord  $5.19   $5.50   $5.50   $5.50   $4.50 
20-Jan-26  RBC  $5.25   $5.00   $5.00   $5.00   $5.00 
20-Jan-26  UBS  $5.20   $5.94   $5.81   $5.50   $5.00 
19-Jan-26  BofA  $5.33    -    -    -    - 
19-Jan-26  Desjardins  $5.35   $5.61   $5.69    -    - 
19-Jan-26  TD  $5.25   $5.00   $4.50    -   $4.50 
19-Jan-26  BMO  $5.39   $5.13   $5.17   $5.27   $4.76 
18-Jan-26  Deutsche Bank  $5.50   $4.99    -    -   $4.76 
18-Jan-26  National Bank  $5.25   $5.25   $5.00   $5.00   $4.40 
17-Jan-26  Jefferies  $5.15   $5.50   $5.75   $6.00   $4.50 
16-Jan-26  JPMorgan  $5.96    -    -    -   $5.50 
16-Jan-26  Stifel  $4.79   $5.00   $5.00   $5.00   $4.50 
15-Jan-26  BNP Paribas  $5.22   $5.44   $5.67    -   $4.08 
15-Jan-26  Citi  $5.90   $5.44    -    -   $4.99 
14-Jan-26  Raymond James  $5.13   $4.50    -    -   $4.50 
08-Jan-26  Haywood  $4.75   $4.75   $4.75   $4.75    - 
05-Jan-26  Scotia  $5.25   $5.00   $5.25   $5.50   $4.50 
05-Jan-26  HSBC  $5.02   $4.76   $4.54   $4.93   $3.75 
20-Nov-25  Paradigm  $4.75   $4.75   $4.25    -   $4.50 
Average     $5.18   $5.06   $5.02   $5.13   $4.60 
Max     $5.96   $5.94   $5.81   $6.00   $5.50 
Min     $4.50   $4.00   $4.00   $4.00   $3.75 

 

19.1.2Sulfuric Acid Price

 

Sulfuric acid is the largest single consumable in the Johnson Camp Mine. Three 2,500-ton sulfuric acid storage tanks will have a storage capacity of 30+ days plus a fourth smaller tank at the agglomerator, although the tanks will likely be refilled more frequently.

 

Johnson Camp mine, has been purchasing sulfuric acid for the past six years, from 2019 to 2025. As a result, actual historical delivered pricing is available for sulfuric acid delivered to the site. In addition, a sulfuric acid benchmark called the US spot CFR Benchmark FOB Tampa FL is available and typically used as a base price to value purchases in the United States for sulfuric acid. Data comparing the delivered-to-site price and the benchmark price are presented in Table 19-2 below. The benchmark price does not include freight costs for delivery to site. The differential is for logistics to go from CFR US Gulf port to site via rail then transloaded into a truck.

 

As a result, the delivered to site price is higher than the benchmark price.

 

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Table 19-2: Sulfuric Acid Delivered Cost and Benchmark Price

 

Order Date 

Delivered Cost

($/short ton)

  

BENCHMARK

($/short ton)

   Differential 
8/29/2019   109    56.70    192%
9/3/2019   108.9    56.7    192%
9/4/2019   108.9    56.7    192%
9/9/2019   108.9    56.7    192%
9/10/2019   108.9    56.7    192%
9/11/2019   108.9    56.7    192%
9/13/2019   108.9    56.7    192%
9/16/2019   108.9    56.7    192%
9/17/2019   108.9    56.7    192%
9/18/2019   108.9    56.7    192%
9/19/2019   108.9    56.7    192%
9/24/2019   108.9    56.7    192%
9/25/2019   108.9    56.7    192%
10/1/2019   108.9    59.4    183%
10/2/2019   108.9    59.4    183%
10/3/2019   108.9    59.4    183%
10/4/2019   108.9    59.4    183%
10/7/2019   108.9    59.4    183%
10/9/2019   108.9    59.4    183%
10/15/2019   108.9    59.4    183%
10/16/2019   108.9    59.4    183%
10/18/2019   108.9    59.4    183%
11/27/2019   113.2    66.1    171%
1/3/2020   113.2    66.1    171%
1/20/2020   113.2    66.1    171%
1/31/2020   142.2    66.1    215%
2/23/2021   109.9    73.7    149%
3/1/2024   182.0    89.3    204%
3/25/2024   218.0    89.3    244%
5/14/2024   218.0    104.9    208%
6/20/2024   218.0    113.8    191%
11/13/2024   174.0    129.5    134%
5/2/2025   218.0    127.2    171%
8/1/2025   218.0    145.1    150%
8/7/2025   218.0    145.1    150%
8/8/2025   218.0    145.1    150%
9/5/2025   218.0    120.5    181%
10/1/2025   218.0    115.2    189%
10/2/2025   218.0    104.0    210%
10/30/2025   218.0    122.8    178%
11/26/2025   218.0    122.8    178%
12/2/2025   218.0    122.8    178%
12/8/2025   218.0    122.8    178%
12/9/2025   218.0    122.8    178%

 

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A linear regression analysis was performed on the data set and resulted in the regression equation of y = 1.5235x + 23.837. The R2 is 0.8813 indicating a strong correlation of the data points. Refer below chart for details:

 

 

Figure 19-1: Delivered Acid Correlation to Benchmark

 

Next, a projection of the US spot CFR Benchmark was obtained from a leading industry analyst and the regression equation was applied to calculate the projected acid price over the next four years and long term delivered to the Johnson Camp Mine site. For clarity, these prices include freight costs for delivery to site.

 

Table 19-3: Sulfuric Acid Prices

 

 

19.1.3Diesel Pricing

 

The JCM operation will use a mining contractor, and red dyed off-road diesel (“diesel”) will be the primary fuel used by the JCM mining heavy fleet and ancillary equipment. GCC will provide diesel to the mining contractor. The price of diesel in all localities is highly correlated to the West Texas Intermediate crude (WTI) benchmark as WTI is the primary type of crude oil refined in the United States. WTI is forecast by a range of reputable banks and oil analysts resulting in a widely accepted consensus price forecast. The consensus price forecast as per Bloomberg on January 6, 2026 is shown in Table 19-4 below. The diesel price projections shown in Table 19-4 below are calculated based on a regression analysis of actual past delivered diesel prices (317 samples) to WTI benchmark past prices for the corresponding past six years and projected into the future based on the WTI consensus forecast.

Table 19-4: Diesel Prices

 

 

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19.2Contracts

 

Principal activities for GCC are construction, operations, and community relations, activities that support the development of JCM. During this period, contracting activities will continue to be driven by the need to acquire specialists and professional services firms to assist GCC with these various activities.

 

A number of contracts will need to be put into place in order to complete the Stage 2 work program. Some are already in place and others are still proposed.

 

These include:

●Mining Contract,
●Blasting Services,
●Crushing and Agglomerating Contract,
●Drilling services,
●Sulfuric acid contract, and
●Consulting services for:

 

○Groundwater hydrology and permitting
○Environmental services
 ○Geotechnical analysis related to mining and heap leach activities.

 

Contractors have been and will be pre-qualified by GCC on the basis of their:

 

●Safety record,
●Previous experience on this and similar projects,
●Quality of workmanship on previous projects,
●Quality/experience of on-site management,
●Local availability in region,
●Previous schedule performance,
●Financial stability, and
●Cost competitiveness.

 

Areas with clearly defined scopes of work will be required as unit price or lump sum contracts.

 

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20ENVIRONMENTAL STUDIES, PERMITTING AND SOCIAL OR COMMUNITY IMPACT

 

20.1Introduction

 

The Johnson Camp Mine (JCM) is an open pit mine. A processing (SX-EW) plant and associated ponds located at JCM are used to process pregnant leach solutions (PLS) from JCM. JCM has commenced construction with the plan to resume mining of the open pit and process the material in a new heap leach pad. Existing permits have been modified to address resumption of mining at JCM. Any future facility additions or modifications will require modification/amendment of these permits.

 

20.2Environmental Studies and Permitting

 

This section identifies applicable key environmental permits. Federal, state, and local government existing environmental permits are listed in Table 20-1.

 

Table 20-1: JCM Environmental Permits

 

Agency Permit Description Citation

When Required/

Permit No.

Federal
US Fish & Wildlife Service (USFW) Incidental Take Permit Mining activities that may affect species listed as endangered or threatened need to conduct studies to identify any targeted species and to apply for a permit to conduct their activities. Any identified threatened or endangered species identified in pre-mining surveys would need to be mitigated before mining could proceed.

50 CFR

Sections 7

and 10

None previously identified. New studies may be required prior to disturbing new ground.
State of Arizona
Arizona Department of Environmental Quality (ADEQ)
Air Quality Division Air Quality Control Permit Ensures air pollutants from any source do not exceed the National Ambient Air Quality Standards ARS §49-402 AQP-71633; covers the Gunnison Project and JCM
Groundwater Section Aquifer Protection Permit Covers surface impoundments, solid waste disposal facilities, mine tailings piles and ponds, heap leaching operations. This permit requires designs for the proper management of process facilities, ponds, tailings impoundments, and includes monitoring requirements to ensure compliance with the permit.

AAC R18-9

Articles 1 – 4

P-100514; JCM has amended the APP to include a new leach pad. It may require an amendment at a later date for expansion.
APP Closure Plan and Bonding for APP Facilities Closure strategy and estimated cost of closure, post closure monitoring, and surety bond. Bonding estimate must be approved by the agencies and the bond must be posted prior to commencement of construction.

AAC R18-9

Articles 1 – 4

Closure costs for the new leach pad have been provided with the APP amendment application.
Waste Management Division

EPA ID

Number

Generators of hazardous waste must have an EPA ID prior to offering the waste for shipment. ARS §49-922 Covers JCM
Pollution Prevention Plan Plan identifying opportunities to reduce waste.

ARS §49-961

thru 973

Report to be submitted annually
Toxic Release Inventory Submit Form R for quantity of copper in waste rock. 40 CFR 372 Report to be submitted annually

 

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Agency Permit Description Citation When Required/ Permit No.
Arizona Department of Water Resources Willcox Active Management Area (AMA) AMAs are subject to certain statutory and administrative regulations regarding withdrawal and use of groundwater. ARS §45-402-599 Requirements including application for Type 2 grandfathered rights, water conservation, withdrawal permits, and annual reporting may be required.
Arizona State Mine Inspector Mined Land Reclamation Plan and Bond Exploration and mining activities on private land with greater than 5 acres disturbance. Does not include facilities covered in Aquifer Protection Permit.

AAC R11-2-

101 thru 822

Approved April 2018; may require updating for future modifications.
Arizona Department of Agriculture Notice of Intent to Clear Land Ensures enforcement of Arizona Native Plant Laws ARS §3-904 60 days prior to new disturbance
Arizona Game and Fish Department   Ascertain whether or not the mining operation would endanger fish and game habitat, etc. AAC Title 12 No T&E Species identified. Additional plans may be required

 

20.2.1Aquifer Protection Permit Amendment

 

The Arizona Department of Environmental Quality (ADEQ) grants and administers Aquifer Protection Permits (APPs). ADEQ adheres to licensing timeframes for the review and approval of permit applications.

 

An APP is required for facilities that have the potential to discharge and impact groundwater quality. APP-regulated surface activities related to open pit mining operations include, but are not limited to, heap leach pads, ponds, stockpiles, and tailing facilities. The Johnson Camp Mine is currently covered under permit P-100514. The currently permitted facilities include four (4) leach pads, two (2) solution ponds, an intercept sump, a raffinate pond, an ILS pond, four (4) non-stormwater ponds, two (2) secondary containment ponds, and an emergency overflow pond associated with Leach Pad 5.

 

20.3Water Management

 

Future actions include construction of a new, lined heap leach pad with associated ponds and pipelines. Other future actions may include the construction of additional ponds at JCM. These facilities will be designed to meet prescriptive Best Available Demonstrated Control Technologies (BADCT) which identifies design requirements for stability, liner specifications, capacities, freeboard, leak detection, operations, monitoring, and closure.

 

20.4Closure and Reclamation Costs

 

GCC maintains surety bonds, posted with ADEQ for APP-regulated facilities, and Arizona State Mine Inspector (ASMI) for non-APP facilities. The closure (APP) and reclamation (ASMI) plans include cost estimates and financial assurance for implementing the plans. The Closure/Reclamation Plans and surety bonds will be updated to reflect any changes in the regulated facilities.

 

APP-regulated facilities must be closed at the end of operations and post-closure monitoring must be conducted according to the permit. Closure of APP facilities will be conducted according to the most recently approved closure plan. The solution ponds will be emptied and cleaned. Liners will be inspected for signs of leakage. The soils beneath prospective defects will be investigated and remediated as necessary. After clearance, the liner materials will be folded into the bottom of the pond for burial in place. Perimeter berms above the natural land surface will be pushed into the pond to cover the liner, contoured, and revegetated to shed surface runoff and minimize infiltration. The APP for JCM does not require that closure costs be updated until 2026. The cost for closure of any new APP-regulated facilities will be added to the total closure costs and bonded of $7,281,757.

 

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Non-APP facilities, such as buildings and infrastructure, will be reclaimed in accordance with the approved Mined Land Reclamation Program overseen by ASMI. The Reclamation Plan ensures safe and stable post-mining land use. Re-grading and resurfacing needs, if any, will be completed with good engineering practices minimizing unwanted surface disturbances.

 

20.5Community Relations

 

GCC has worked extensively to build sustainable partnerships and bring value to the community. GCC’s approach to community relations reinforces its core values and provides guidelines for making decisions on a variety of issues, ranging from charitable giving to resource development. To that end, GCC maintains a broad-based community relations and stakeholder outreach program. Various levels of activity and outreach occur as a function of the development of the Project from prefeasibility and feasibility studies, through Project construction and operations, to closure and rehabilitation. Elements of this program include:

 

●Targeted stakeholder outreach to government, community, business, non-profit and special interest groups, and leaders at the local, county and state level.
●Development of community relation and communication tools and resources (e.g., Project website, Project e-newsletter, and presentation materials);
●Public open houses, site tours and technical briefings when appropriate.

 

Crucial elements of GCC’s community relations efforts will involve ensuring consistent and ongoing communication with stakeholders and providing opportunities for meaningful two-way dialogue and active public involvement. GCC will focus on ensuring the public benefits related to JCM, such as employment opportunities, supplier services, infrastructure development and community investment are optimized for the local community.

 

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21CAPITAL AND OPERATING COSTS

 

The JCM Mineral Resource Estimate includes inferred resources. Inferred Mineral Resources are considered too speculative geologically to have the economic considerations applied to them that would enable them to be categorized as mineral reserves. In addition, NI 43-101 prohibits the disclosure of the results of an economic analysis that includes or is based on Inferred Mineral Resources. As a result, the author has determined that it is not permitted to provide forecasts of future capital or operating costs. As a result, the disclosure in this section is limited to a description of the capital and operating costs, and disclosure of historical amounts. Quarterly and annual capital and operating costs reported in this section were provided directly by GCC’s Accounting group and their CFO.

 

21.1Capital Costs

 

The total capital cost requirements to restart the JCM heap leach operation included mining cost (pre-stripping and waste dump relocation), the development of Leach Pad 5, new piping and pumping for solutions, upgrades to the electrical power distribution infrastructure, and minor Owners costs.

 

21.1.1Plant Capital Costs

 

The Johnson Camp Mine SX-EW plant was upgraded in 2019 and 2020 as part of the Stage 1 execution of the Gunnison ISR Copper Project. Upgrades included the replacement of the Raffinate pumps, the addition of three sulfuric acid tanks, and the addition of a third electrolyte filter in the Tank Farm. There were additional modifications and upgrades to some components of the JCM SX-EW plant or ponds planned as part of the JCM heap leach. Such as a new LNG storage tank and vaporizer, new organic tank, upgrades to Tankhouse 2 and SX second train, in addition to new anodes and cathodes.

 

21.1.2Capital Costs Incurred

 

The summary categories of expenditures are listed in Table 21-1 below.

 

Table 21-1: Capital Costs Incurred

 

US$’000s 2024 Q1 2025 Q2 2025 Q3 2025 Q4 2025 Total
Leach Pad 15,019 7,938 13,810 4,510 5,244 46,521
Equipment & SX-EW 6,551 5,117 6,878 11,086 4,001 33,633
General Construction 52 732 9,801 11,433 4,973 26,991
EPCM 2,227 2,155 1,645 3,361 1,520 10,908
Commissioning & Misc 205 101 60 19 5 390
Subtotal 24,054 16,043 32,194 30,409 15,743 118,443
Capitalized Carrying Costs 6,201 3,906 9,072 2,720 2,596 24,495
Total 30,255 19,949 41,266 33,129 18,339 142,938

 

The above table excludes mining costs of $47,794 incurred in 2025 that were accounted for as: $19,057 to ore stockpile inventory and $28,737 to capitalized deferred stripping costs.

 

21.2Operating Costs

 

The plant operating cost includes labor, crushing/agglomerating, stacking, heap leach operation, and SX-EW costs. The plant operating costs exclude some of the direct costs specific to the Nuton Demonstration process and reagents, which are proprietary.

 

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Table 21-2: Operating Costs

 

Unit Costs Units Q1 2025 Q2 2025 Q3 2025 Q4 2025 Total
Mining - Gross of Deferred Stripping $/ton mined 2.63 4.57 4.24 4.01 3.99
Mining - Net of Deferred Stripping $/ton mined 0.27 1.89 1.57 1.95 1.58
Leaching $/ton stacked - - 0.62 4.82 3.02
SX-EW $/lb Cu -   1.20 1.04 1.09
Cash Cost $/lb Cu - - 5.47 8.34 7.46
All-In Sustaining Cash Cost $/lb Cu - - 26.78 17.75 20.52

 

21.2.1Reclamation and Closure Cost

 

Reclamation and closure costs for the JCM Project include reclamation of the leach pads, stockpiles, and waste dumps, closure of the JCM plant site and ponds, the JCM heaps and stockpiles and demolition of the ancillary buildings. Reclamation activities will be spread over three years sometime after the cessation of operations. The Closure Bond for these activities is

$7,281,757.

 

21.3Physical Production

 

Physical production is summarized in Table 21-3. Recovery from the leach pad commenced in August 2025. JCM is still in the ramp up phase as production incrementally increases. The operating costs and quantities are indicative of project ramp up. The numbers in Table 21-3 represent combined ROM and Nuton production.

 

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Table 21-3: Physical Production

 

Mining Units 2025
Material Mined Short Tons 2,186,160
Grade - Cu % 0.336%
Grade - AsCu % 0.171%
Grade - CuCN % 0.071%
Grade - CuSU % 0.095%
Contained - Cu Short Tons 7,355
Contained - AsCu Short Tons 3,744
Contained - CuCN Short Tons 1,542
Contained - CuSU Short Tons 2,073
Waste Mined Short Tons 9,916,474
Total Material Mined Short Tons 12,102,634
Strip Ratio Waste:Ore 4.54

 

Processing Units Total
Material Stacked Short Tons 1,381,709
Grade - Cu % 0.350%
Grade - AsCu % 0.199%
Grade - CuCN % 0.147%
Grade - CuSU %  
Contained - Cu Short Tons 4,836
Contained - AsCu Short Tons 2,748
Contained - CuCN Short Tons 2,037
Contained - CuSU Short Tons  
Copper in PLS Solution lbs 1,304,651
Acid Consumption Short Tons 11,393
Cathode Produced lbs 1,410,137

 

Sales Units Total
Cathode Sold lbs 1,127,400
Realized Price $/lb 4.86
Gross Revenue US$’000s 5,923

 

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22ECONOMIC ANALYSIS

 

There are no current estimates of Mineral Reserves on the Project. GCC made decisions to commence construction and enter production at the Project without having completed final feasibility studies. Accordingly, GCC did not base its construction and production decisions on any feasibility studies of Mineral Reserves demonstrating economic and technical viability of the Project. As a result, there is increased uncertainty and risks of achieving any level of recovery of minerals from the Project or the costs of such recovery. As the Project does not have established Mineral Reserves, GCC faces higher risks that anticipated rates of production and production costs, such as those provided in this technical report, will not be achieved. These risks could have a material adverse impact on GCC’s ability to continue to generate anticipated revenues and cash flows to fund operations from and ultimately achieve or maintain profitable operations at the Project.

 

The Mineral Resource Estimate on the Project includes inferred resources. Inferred Mineral Resources are considered too speculative geologically to have the economic considerations applied to them that would enable them to be categorized as mineral reserves. In addition, NI 43-101 prohibits the disclosure of the results of an economic analysis that includes or is based on inferred Mineral Resources. As a result, the author has determined that it is not permitted to provide an economic analysis of the Project.

 

Information regarding taxation and historical production has been provided in this Section.

 

22.1TAXES

 

A Tax Partnership Agreement was formed between GCC and Nuton LLC through which all taxes filings related to the Johnson Camp Mine will be filed. The Tax Partnership is a flow through entity with tax attributes distributed to GCC and Nuton LLC on a pro-rata basis.

 

Income, property and severance taxes are applicable to the JCM operation. Taxable income for income tax purposes is defined as metal revenues minus operating expenses, royalty, property and severance taxes, reclamation and closure expense, depreciation, and depletion. The combined federal and state corporate income tax rate in Arizona is 24.9 percent, after accounting for the deductibility of state tax from federal taxable income, and is applied to ‘taxable income’ derived from the Johnson Camp Mine within the Tax Partnership Agreement. Severance taxes are calculated as 2.5% of 50% of the tax basis (EBITDA minus tax depreciation). Property tax is based on the cost approach.

 

22.2Historical Production

 

Prior to the JCM Restart, the JCM open pits had not been operated since 2012 when Nord’s contract miner ceased operations and no new material was placed on the existing leach pads. Three adjacent heap leach pads, known as Pad 123 continued with residual leaching through 2017 and drain down from the heaps continues today. Pad 123 are now in the process of closure with occasional draindown after rainstorms. During the 12-month period ending December 31, 2024, a total of 308,341 lbs of copper cathode was produced. This production is solely from the existing material on the leach pad. See Section 21.3 for a summary of production following the JCM Restart.

 

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23ADJACENT PROPERTIES

 

JCM lies within the porphyry copper metallogenic province of the southwestern United States. It is located in the Cochise Mining District, which is dominated by Cu-Zn skarns. With the acquisition of the Johnson Camp Mine, GCC now controls a majority of historical producing properties in the district. Tungsten and minor lead-silver-gold have been produced in adjacent properties in the district (Cooper and Silver, 1964). Tungsten has been historically produced in the area southwest of JCM in the northern half of the Texas Canyon quartz monzonite stock before and during World War I. Lead-silver was also historically produced from Paleozoic limestones in the Gunnison Hills southeast of the JCM in the early 1900s (Cooper and Silver, 1964). Mineralization on adjacent properties is not necessarily indicative of the mineralization on the JCM. The author has relied on reports by others (as referenced) for the information presented in this section and has been unable to verify the information.

 

24OTHER RELEVANT DATA AND INFORMATION

 

There is no additional information or explanation necessary to make this technical report understandable and not misleading.

 

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25INTERPRETATION AND CONCLUSIONS

 

The Burro Pit and Copper Chief Pit at the Johnson Camp Mine were restarted by Nord Resources in 2010. After the mine closed in 2012, Nord and others investigated ways to upgrade the project and recommence mining. Mineral resources remained unmined in both the Burro and Copper Chief pits because Nord was unable to arrange financing to build the Pad 5 leach pad to accommodate more leaching capacity once Pad 1-2-3 reached capacity.

 

Now, Pad 5 has been completed and GCC, with the support of Nuton, has identified some opportunities to exploit the mine’s mineral resources at the currently higher copper prices. The JCM plant had already been upgraded in 2019-20 by GCC and the JCM ponds are fully operational. Pad 5 is now producing copper from ROM materials and the sulfide processing section of the leach pad.

 

25.1JCM Opportunities

 

1.Additional infill and step-out drilling, including drilling focused on deeper sulfides, could yield increased tonnage and/or grade in some areas within the mineral resource.
2.Detailed mine planning and scheduling may result in higher production rates and reduced mining unit costs. More detailed mine planning and scheduling could also result is a lower environmental footprint.
3.More detailed mine design, optimization and planning focused on bringing higher-grade mineralization forward in the mine schedule or delaying/reducing waste stripping, which could result in improved economics.
4.Relocating the existing waste rock stockpile could be performed with smaller, cheaper equipment as well as timed later in the mine schedule to increase near-term revenue.
5.Demonstration of successful leaching of sulfide and transitional material could provide opportunities for mining additional satellite deposits that are known to exist in the Johnson Camp District, including the Strong and Harris and Gunnison deposits.
6.Integration of planning efforts for the Johnson Camp, Strong and Harris, and Gunnison deposits could reveal synergies or development strategies for improving financial returns and increasing the mine life of the Johnson Camp operation.
7.Acid consumption could be lower than predicted and copper recoveries could be higher than predicted.

 

25.2JCM RISKS

 

1.The cost of sulfuric acid in the recent past spiked to over $230/ton. This cost is considered to be an outlier since the recent historic acid price is between $95/ton to $125/ton over the previous six years. For the Nuton Demonstration, an average sulfuric acid price above $215/ton has been anticipated. The acid price could spike in the short term, as it did in 2022 and 2023 and could increase the operating cost of heap leaching.
2.Other reagent costs, principally diluent and extractant could increase materially, increasing SX-EW operating costs.
3.The cost of power in Cochise County has been affordable over the last several years. For this study, the cost of power has been approximately $0.079/kWh. The current increased price of natural gas which is used by the local generating company could impact the long-term cost of power needed for the Project.
4.Acid consumptions may be higher than predicted and copper recoveries may be lower than predicted.

 

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26RECOMMENDATIONS

 

26.1Geology and Mineral Resources

 

●Continue to improve geology and estimation models acquired through continued mining development.
   
●Continue to investigate and improve geochemical signature modeling, as a geological reconciliation of visual alteration logging, to test the oxidation zonation with the Burro pit.
   
●Incorporate additional data density variability samples into sample workflow and update current density estimation procedures.
   
●Update the geologic model using current software, modeling practices, and geologic understanding in alignment with the more recent block model update. While this is not expected to result in any material changes to the mineral resource estimate, it is good practice to maintain consistency between models at the site.

 

26.2Mining Method

 

●Additional detail should be given to the construction and irrigation schedule of the stacked ROM leach material and also the Nuton Demonstration leach material on the leach pad. This will likely necessitate a refinement of the mine schedule.
   
●Consideration should be given to the synergies between the Gunnison open pit and the Johnson Camp open pit for future planning work looking at mining beyond the Nuton Demonstration schedule. This could include: reduced streaming royalties on a % of price basis, shared acid production costs, shared SX-EW capacity.

 

26.3Mineral Processing

 

●Continue with laboratory assessment of different reagent and additive parameters to further optimize the recovery and operating costs, as well as pre-empt potential anomalies.
   
●Continue validation of bench testing methods for calibration to actual plant performance.
   
●Design crushing-agglomerating system that is fit for service with respect to crush sizes and throughput.

 

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27REFERENCES

 

Arizona Department of Environmental Quality (ADEQ), 1996, revised 2008. A Screening Method to Determine Soil Concentrations Protective of Groundwater Quality, prepared by the Leachability Working Group of the Cleanup Standards/Policy Task Force, September.

 

Arizona Department of Environmental Quality (ADEQ), 2004. Arizona Mining BADCT Guidance Manual. Publication #TB 04-01.

 

Arizona Department of Environmental Quality (ADEQ), 2004a, Interoffice Memorandum on Alert Level Calculations for Mining APPs, from Bill Kopp to Mining Unit Staff, April 1, 2002, revised October 19, 2004.

 

Arizona Department of Environmental Quality (ADEQ), 2004b. Arizona Mining BADCT Guidance Manual. Publication #TB 04-01.

 

Arizona Department of Environmental Quality (ADEQ), 2007. Arizona Administrative Code (A.A.C.). Title 18 - Environmental Quality, Chapter 7 -Department of Environmental Quality Remedial Action, Article 2. Soil Remediation. http://www.azsos.gov/ public services/title_18/18-07.htm

 

Arizona Department of Water Resources (ADWR), 2008. Well Abandonment Handbook. September 2008.

 

Arizona Geological Survey, 2015. Natural Hazards in Arizona. On-Line Arizona Natural Hazards Viewer. http://data.usgin.org/hazard-viewer.

 

Baker, Arthur III, 1953. Localization of Pyrometasomatic Ore Deposits at Johnson Camp, Arizona, AIME Technical Paper 36841; Mining Engineering, V.5, no. 12, pp. 1272-1277. Cooper, J.R. and Silver, L.T. 1964. Geology and Ore Deposits of the Dragoon Quadrangle, Cochise Co., Arizona: USGS Professional Paper 416, 196 pp.

 

Barton, I. F., and Hiskey, J. B., 2019. “Kinetics of Chalcopyrite Leaching in Novel and Exotic Lixiviants”, CIM 2019.

 

Bikerman Engineering & Technology Associates Inc. (BETA), 2007. Johnson Camp Mine Project Feasibility Study, Cochise County, Arizona – NI 43-101 Technical Report, prepared for Nord Resources, 234 p.

 

Burt, D.M., 1977. Mineralogy and petrology of skarn deposits: Rendiconti della Soc. Ital. di Mineral. e Petrol., v. 33, p. 859-873.

Cooper, J. R., and L. T. Silver, 1964. Geology and Ore Deposits of the Dragoon Quadrangle, Cochise County, Arizona.

 

Geological Survey Professional Paper 416. United States Government Printing office, Washington, 196 pp.

 

Curtis & Associates, 2011. Johnson Camp Mine Pad 5 Expansion Project, Feasibility Study with Revisions prepared for Nord Resources, 49p.

 

Curtis & Associates, 2013. Johnson Camp Mine Facility and Operation, A Comprehensive Report prepared for Nord Resources, 141p

 

Dickens, Chuck M., 2003. Characterization of Hydrogeologic Conditions, Johnson Camp Mine. Prepared in Support of an Application for an Aquifer Protection Permit. July 31, 2003.

 

Drewes, H., Kelley, W.N. and Munts, S.R., 2001, Tectonic map of southeast Arizona: a digital database for the west part:

 

U.S. Geological Survey Miscellaneous Investigations Series Map I-1109, digital database, version 1.0, 29 p., 1 digital sheet, scale 1:125,000.

 

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Einaudi, M.T., Meinert, L.D., Newberry, R.J., 1980. Skarn Deposits in Skinner, B.J., ed., Economic Geology 75th Anniversary Volume 1905-1980: El Paso, Texas, The Economic Geology Publishing Company, p. 317-391.

 

Ekenes, J. M., and Caro, C. A., 2013. “Improving leaching recovery of copper from low-grade chalcopyrite ores”, Minerals and Metallurgical Processing, 2013, Vol.30., No. 3, pp.180-185.

 

Engineering Enterprises, Inc., 1985. Guidance Document for the Area of Review Method. ftp://ftp.consrv.ca.gov/pub/oil/EPA/Guidance_Document_for_Area_of_Review_Requirement.pdf

 

Federal Emergency Management Agency (FEMA), 2008. Flood Insurance Rate Map. Cochise County, Arizona and Incorporated Areas. Map Number 04003C0985F. Number 040012 Panel 0985 Suffix F. Effective Date August 28, 2008.

 

Fellows, L. D., 2000. Arizona Geology, Vol. 30, No. 1, Spring 2000. Published by the Arizona Geological Survey. Freeze, R. A., and J. A. Cherry, 1979. Groundwater. Prentice-Hall Inc., Englewood Cliffs, NJ. 604 pp.

 

Glasgow Engineering Group Inc, 2010. Technical Design Report for Johnson Camp Mine Leach Pad No. 5; APP Facility No. 28 (Nord Resources), 355 p.

 

Griffith, G.E., Omernik, J.M., Johnson, C.B., and Turner, D.S., 2014. Ecoregions of Arizona (poster): U.S. Geological Survey Open-File Report 2014-1141, with map, scale 1:1,325,000.

 

Halpenny, L. C., 1973. Letter from Leonard C. Halpenny, Water Development Corporation, to William E. Seaegart, Quintana Minerals Corporation, dated February 14, 1973. 16pp.

 

Harshbarger & Associates, 1973. Hydrogeological Conditions and Potential Groundwater Supply, Johnson Camp Mine Area.

December 6, 1973.

 

Kantor, J. A., 1977. Structure, Alteration and Mineralization on the Flanks of the Texas Canyon Stock, Cochise County, Arizona. Society of Mining Engineers Preprint Number 77-I-321. For presentation at the 1977 SME Fall Meeting and Exhibit, St. Louis, Missouri – October 19-21, 1977.

 

Keith, S.B., Gest, D.E. DeWitt, E., Toll, N.W., Everson, B.A., 1983, Metallic Mineral Districts and Production in Arizona: Bulletin 194, Arizona Bureau of Geology and Mineral Technology, p. 22-23.

 

Kim, Eui-Jun; Shin, Dongbok; Shin, Seungwook; Nam, Hyeong-Tae; Park, Samgyu; 2015. Skarn zonation and rock physical properties of the Wondong Fe-Pb-Zn polymetallic deposit, Korea, Geosciences Journal: The Association of Korean Geoscience Societies, V 19, no 4, p 587-598.

 

King, P.B. and Beikman, H.M., 1974, Geological Map of the United States. US Geological Survey.

 

Livingston, D.E., Damon, P.E., Mauger, R.L., Bennett, R., and Laughlin, A.W., 1967. Argon 40 in Cogenetic Feldspar-Mica Mineral Assemblages: Journal of Geophysical Research, v. 72, no. 4, pp. 1361-1375.

 

M3 Engineering and Technology Corporation, 2023. Gunnison Copper Project, NI 43-101 Technical Report, Gunnison Copper Project Prefeasibility Study Update and JCM Heap Leach Preliminary Economic Assessment, Cochise County, Arizona, USA. Prepared for Excelsior Mining Corp. February 22, 2023.

 

Magma Copper Co. Metallurgical Laboratory (“Magma”), 1992. Report, No. ML-2093, “Bottle Roll Leach Test: Johnson Camp Samples,” December 8, 1992.

 

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Magma Copper Co. Metallurgical Laboratory (“Magma”), 1993. “Addendum to ML 2093,” January 14, 1993.

 

Magma Copper Co. Metallurgical Laboratory (“Magma”), 1995. Report No. ML-2343, “Bottle Roll Leach Tests: Johnson Camp Samples – Composite #1 and #2, Crushed to Minus 10-mesh,” February 27, 1995.

 

Magma Copper Co. Metallurgical Laboratory (“Magma”), 1996. Report No. ML-2494, “Mini-Column Leaching of I-10 Epoxy Coated Samples.” January 4, 1996.

 

McDonald, M.G., and Harbaugh, A.W., 1988. A modular three-dimensional finite-difference ground-water flow model: Techniques of Water-Resources Investigations of the United States Geological Survey, Book 6, Chapter A1, 586 p.

 

Meinert, L.D., Dipple, G.M., and Nicolescu, S., 2005. World Skarn Deposits, in Hedenquist, J.W., Thompson, J.F.H., Goldfarb, R.J., and Richards, J.P., eds., Economic Geology 100th Anniversary Volume 1905-2005: Littleton, Colorado, Society of Economic Geologists, Inc., p. 299-336.

 

Metcon Research for the Superior Oil Co., 1972. Project No. 50-92.10,” Leach Testing on JO-1, JO-2, and JO-3”, June 29, 1972.

Mountain States Research & Development, Inc. (“MSRDI”) for Quintana Minerals Corp., 1973a. Project No. 2019, “Preliminary Metallurgical Tests – Johnson Camp Venture # 2, January 18, 1973.

 

Mountain States Research & Development, Inc. (“MSRDI”) for Quintana Minerals Corp, 1973b. Project 2019, Progress Report No. 2, March 30, 1973.

 

Pearthree, P. A., and A. Youberg, 2006. Recent Debris Flows and Floods in Southern Arizona. Arizona Geology, Vol. 36, No.

3. Fall 2006. Published by the Arizona Geological Survey.

 

R. J. Roman, 2011. “Johnson Camp Column Leach Program (8-inch Columns),” Final Report, Revision 1, for Nord Resources Corporation, May 12, 2011.

 

Ramsahoye, L. E., and S. M. Lang, 1961. A Simple Method for Determining Specific Yield from Pumping Tests. Ground-Water Hydraulics. Geological Survey Water-Supply Paper 1536-C. Prepared in cooperation with the New Jersey Department of Conservation and Economic Development. USGS, U. S. Government Printing Office, Washington, D.C. 46 pp.

 

Rebolledo, M., Zarate, G., and Mora, N. 2019. “Catalytic Heap Leaching of Chalcopyrite Ores Using Jetti’s Technology”, CIM 2019.

 

Reynolds, S.J., Florence, F.P., Welty, J.W., Roddy, M.S., Currier, D.A., Anderson, A.V., Keith, S.B., 1986. Arizona Bureau of Geology and Mines Technical Bulletin 197, Compilation of Radiometric Age Determinations in Arizona, 258 pp.

 

Richard, Stephen M., Todd C. Shipman, Lizbeth C. Greene, and Raymond C. Harris, 2007, Estimated Depth to Bedrock in Arizona, Arizona Geological Survey Digital Geologic Map Series DGM-52, Version 1.0.

 

Shipman, T.C., 2007. Cochise County Earth Fissure Planning Map, Arizona: Arizona Geological Survey Open File Report 07-01, v1, Sheet 3, scale 1:250,000.

 

Sillitoe, R., 1989. Gold Deposits in the Western Pacific Island Arcs: The Magmatic Connection. Economic Geology Monograph 6, pp 266-283.

 

Sillitoe, R.H, 2010. Porphyry Copper Systems. Economic Geology, 105, 3-41.

 

Twyerould, S., President, Excelsior Mining Corp, private communication, February 8, 2022.

 

United States Historical Climatology Network (USHCN), 2015. Monthly Climate Records for Station 026353, PEARCE SUNSITES, Arizona.

 

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APPENDIX A: TECHNICAL REPORT CONTRIBUTORS AND PROFESSIONAL QUALIFICATIONS

 

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CERTIFICATE OF QUALIFIED PERSON

 

John Woodson

 

I, John Woodson, P.E., SME-RM do hereby certify that:

 

1.I am employed as Chief Financial Officer, Senior Vice President, Project Manager and Project Sponsor of:

 

M3 Engineering & Technology Corporation

2051 W. Sunset Road, Ste. 101

Tucson, Arizona 85704

 

2.I graduated with a Bachelor of Science in Civil Engineering from the University of Arizona in 2003 and a Master of Science in Civil Engineering from the University of Arizona in 2008.
  
3.I am a registered professional engineer in good standing in the State of Arizona in the area of Structural Engineering (No. 47714). I am also registered as a professional engineer in the states of California (No. 73405), Nevada (No. 029163) and Michigan (No. 6201057625).
  
4.I have worked as an engineer for a total of 22 years. My experience includes 20 years at M3 Engineering and Technology Corporation working on all aspects of mine plant development for base and precious metals projects with a specific focus on plant layout, infrastructure, estimating and scheduling. As Project Manager and Sponsor, I have been involved with studies as well as full engineering, procurement, and construction management (EPCM) projects.
  
5.I have read the definition of “Qualified Person” set out in National Instrument 43-101 (“NI 43-101”) and certify that by reason of my education, affiliation with a professional association (as defined in NI 43-101) and past relevant work experience, I fulfill the requirements to be a “Qualified Person” for the purposes of NI 43-101.
  
6.I am a contributing author for the preparation of the technical report titled “Johnson Camp Mine NI 43-101 Technical Report” (“Technical Report”) dated effective March 18, 2026, prepared for Gunnison Copper Corp.; and am responsible for Sections 1 (except 1.2 through 1.16, 1.18, 1.21), 2, 3, 19, 21, 22, 24, 25, 26, and 27. I have not visited the project site.
  
7.I have prior involvement with the property that is the subject of the Technical Report. I was a contributing author for the preparation of the technical report titled “Johnson Camp Mine NI 43-101 Technical Report” (“Technical Report”) dated effective March 12, 2025.
  
8.As of the effective date of the Technical Report, 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.
  
9.I am independent of the issuer applying all of the tests in Section 1.5 of National Instrument 43-101.
  
10.I have read National Instrument 43-101 and Form 43-101F1, and the Technical Report has been prepared in compliance with that instrument and form.
  
11.I consent to the filing of the Technical Report with any stock exchange and other regulatory authority and any publication by them, including electronic publication in the public company files on their websites accessible by the public, of the Technical Report.

 

Signed and dated this 31st day of March 2026.

 

(Signed and sealed) “John Woodson”

John Woodson, P.E., SME-RM

 

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CERTIFICATE OF QUALIFIED PERSON

 

 

I, Jeffrey Bickel, C.P.G. (AIPG) and Registered Geologist (Arizona), do hereby certify that:

 

1.I am currently employed as a Senior Geologist at RESPEC Company LLC (formerly Mine Development Associates, Inc.) (“RESPEC”), at 210 South Rock Blvd, Reno, Nevada, 89502.
  
2.This certificate applies to the technical report titled “Johnson Camp Mine NI 43-101 Technical Report” (“Technical Report”) dated effective March 18, 2026.
  
3.I graduated with a Bachelor of Science degree in Geological Sciences from Arizona State University in 2010. I am a Certified Professional Geologist (#12050) with the American Institute of Professional Geologists. I am also a Registered Geologist in the state of Arizona (#60863).
  
4.I have worked as a geologist continuously for over 14 years since graduation from university. During that time, I have previously explored, drilled, evaluated, and modelled copper deposits similar to Johnson Camp in Arizona and elsewhere and have estimated the mineral resources for such deposits.
  
5.I have read the definition of “qualified person” set out in National Instrument 43-101 – Standards of Disclosure for Mineral Projects (“NI 43-101”) and certify that by reason of my education, affiliation with a professional association (as defined in NI 43-101) and past relevant work experience, I fulfill the requirements to be a “qualified person” for the purposes of NI 43-101.
  
6.I have visited the Johnson Camp Mine site on multiple occasions, most recently on February 26, 2026.
  
7.I worked as a geologist for the issuer from 2010-2020. I also co-authored four prior technical reports for the issuer, most recently the technical report dated effective March 12, 2025 and titled “Johnson Camp Mine NI 43-101 Technical Report, Cochise County, Arizona, USA.”
  
8.I am independent of the issuer applying all of the tests in Section 1.5 of National Instrument 43-101.
  
9.I am responsible for sections 1.2, 1.3, 1.4, 1.5, 1.6, 1.7, 1.8, 1.9, 1.10, 1.12, 1.21, 4, 5, 6, 7, 8, 9, 10, 11, 12, 14, and 23 of the Technical Report.
  
10.I have read National Instrument 43-101 and Form 43-101F1 and the Technical Report has been prepared in compliance with that instrument and form.
  
11.As of the Effective Date of the Technical Report, 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.

 

Dated this 31st day of March 2026.

 

210 South Rock Boulevard   (Signed and Sealed) “Jeffrey Bickel”
Reno, NV 89502   Jeffrey Bickel, C.P.G. (#12050)
775.856.5700    

 

respec.com

 

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CERTIFICATE OF QUALIFIED PERSON

 

Abyl Sydykov, PhD, PE

 

I, Abyl Sydykov, PhD, P.E., do hereby certify that:

 

1.I am employed as Process Engineer and Project Manager of:

 

M3 Engineering & Technology Corporation

2051 W. Sunset Road, Ste. 101

Tucson, Arizona 85704

 

2.I graduated with a degree in Non-Ferrous Metallurgy from the National University of Science and Technology “MISIS” (Moscow, Russia) in 1992, and a PhD in Metallurgy from the RWTH Aachen University (Germany) in 2004.
  
3.I am a registered professional engineer in good standing in the State of Arizona in the area of Mining and Mineral Processing (No. 80378).
  
4.I have worked in metallurgical and mineral processing operations, research, consulting, and engineering for a total of 30 years. My experience includes 4 years at M3 Engineering and Technology Corporation working on process engineering and project management. As Process Engineer, I have been involved in studies and engineering processing plants for copper, lead, zinc, gold and silver mining projects.
  
5.I have read the definition of “Qualified Person” set out in National Instrument 43-101 (“NI 43-101”) and certify that by reason of my education, affiliation with a professional association (as defined in NI 43-101) and past relevant work experience, I fulfill the requirements to be a “Qualified Person” for the purposes of NI 43-101.
  
6.I am a contributing author for the preparation of the technical report titled “Johnson Camp Mine NI 43-101 Technical Report” (“Technical Report”) dated effective March 18, 2026, prepared for Gunnison Copper Corp.; and am responsible for Sections 1.15 and 17.
  
7.I visited the Johnson Camp property on March 27, 2025.
  
8.I have prior involvement with the property that is the subject of the Technical Report. I was a contributing author for the preparation of the technical report titled “Johnson Camp Mine NI 43-101 Technical Report” (“Technical Report”) dated effective March 12, 2025.
  
9.As of the effective date of the Technical Report, 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.
  
10.I am independent of the issuer applying all of the tests in Section 1.5 of National Instrument 43-101.
  
11.I have read National Instrument 43-101 and Form 43-101F1, and the Technical Report has been prepared in compliance with that instrument and form.
  
12.I consent to the filing of the Technical Report with any stock exchange and other regulatory authority and any publication by them, including electronic publication in the public company files on their websites accessible by the public, of the Technical Report.

 

Signed and dated this 31st day of March 2026.

 

(Signed and Sealed) “Abyl Sydykov”

Abyl Sydykov, PhD, P.E.

 

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CERTIFICATE OF QUALIFIED PERSON

 

Scott Freestone

 

I, Scott Freestone, P.E., do hereby certify that:

 

1.I am the Chief Engineer of:

 

M3 Engineering & Technology Corporation

2051 W. Sunset Road, Ste. 101

Tucson, Arizona 85704

 

2.I graduated with a Bachelor of Science in Civil Engineering from the University of Arizona in 2003 and a Master of Science in Civil Engineering from the University of Arizona in 2006.
  
3.I am a registered professional engineer in good standing in the State of Arizona in the area of Structural Engineering (No. 47714). I am also registered as a professional engineer in good standing in the following states; Hawaii (Civil and Structural, No. PE-18487-0), South Carolina (Civil and Structural, No. 30030), Illinois (Structural, No. 081.008300), Utah (Structural, No. 11072069-2203), Tennessee (No. 124616), Idaho (Civil and Structural No. P-20089), Nevada (Structural, No. 026377), Louisiana (Civil and Structural, No. PE.0049950), Alabama (No. PE4033), California (Civil No. 71912, Structural No. 5721), New Mexico (Structural No. 25447), Wyoming (Civil and Structural, No. 18833).
  
4.I have worked as an Engineer for a total of 23 years. My experience includes 22 years at M3 Engineering and Technology Corporation working on all aspects of mine plant development for base and precious metals projects with a specific focus on plant layout and infrastructure, estimating, and scheduling. As an Engineering Manager, Project Manager, and Project Sponsor, I have been involved with studies as well as full execution including detailed engineering, procurement, and construction management (EPCM) of projects.
  
5.I have read the definition of “Qualified Person” set out in National Instrument 43-101 (“NI 43-101”) and certify that by reason of my education, affiliation with a professional association (as defined in NI 43-101) and past relevant work experience, I fulfill the requirements to be a “Qualified Person” for the purposes of NI 43-101.
  
6.I am a contributing author for the preparation of the technical report titled “Johnson Camp Mine NI 43-101 Technical Report” (“Technical Report”) dated effective March 18, 2026, prepared for Gunnison Copper Corp.; and am responsible for Sections 1.16 and 18. I visited the project site on January 27, 2025.
  
7.I have prior involvement with the property that is the subject of the Technical Report. I assisted as the Engineering Manager and Project Sponsor during the development of the design for the execution of the Johnson Camp Restart with Nuton project completed by M3 in early 2026. My involvement continues as I am continuing as a Sponsor of the project as it is currently being closed out.
  
8.I have not had any additional collaboration with Gunnison on any other projects related, or unrelated, to this property.
  
9.As of the effective date of the Technical Report, 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.
  
10.I am independent of the issuer applying all of the tests in Section 1.5 of National Instrument 43-101.
  
11.I have read National Instrument 43-101 and Form 43-101F1, and the Technical Report has been prepared in compliance with that instrument and form.
  
12.I consent to the filing of the Technical Report with any stock exchange and other regulatory authority and any publication by them, including electronic publication in the public company files on their websites accessible by the public, of the Technical Report.

 

Signed and dated this 31st day of March 2026.

 

(Signed and sealed) “Scott Freestone”

Scott Freestone, P.E.

 

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CERTIFICATE OF QUALIFIED PERSON

 

Dr. Terence P. McNulty, PE, DSc

 

I, Dr. Terence P. McNulty, PE, DSc, do hereby certify that:

 

1.I am President of:

 

T, P, McNulty and Associates, Inc,

4321 North Camino de Carrillo, Tucson, AZ 85750

 

2.I graduated with a BS in Chemical Engineering from Stanford University in 1960 and earned an MS in Metallurgical Engineering from Montana School of Mines in 1963 and a doctorate (DSc) from Colorado School of Mines in 1966.
  
3.I am a Registered Professional Engineer in Colorado with reciprocity in most states. My registration is current (No. 24789) and I am in good standing.
  
4.I have worked as a metallurgical engineer for a total of over 59 years since completion of post-graduate studies. My experience includes serving as a Research Engineer, Mill Superintendent, Supervisor of Process Engineering, and Director of Corporate R&D for The Anaconda Company, VP-Technical Operations for Kerr-McGee Chemical Corp., President of Hazen Research, Inc., and President of T. P. McNulty and Associates, Inc. for the last 33 years.
  
5.I have read the definition of “Qualified Person” set out in National Instrument 43-101 (“NI 43-101”) and certify that by reason of my education, affiliation with a professional association (as defined in NI 43-101) and past relevant work experience, I fulfill the requirements to be a “Qualified Person” for the purposes of NI 43-101.
  
6.I am responsible for Sections 1.11 and 13 of the Technical Report “Johnson Camp Mine NI 43-101 Technical Report” (“Technical Report”) dated effective March 18, 2026, prepared for Gunnison Copper Corp.
  
7.I visited the Johnson Camp Site in the 1970 and 1990s when it was owned by Cyprus Minerals.
  
8.I had prior involvement with the property that is the subject of the Technical Report. I was responsible for the Sections 13 (except 13.2.3.1), 24.13 of the technical report titled “Gunnison Copper Project, NI 43-101 Technical Report, Gunnison Copper Project Prefeasibility Study Update and JCM Heap Leach Preliminary Economic Assessment” (the “Technical Report”) dated effective February 1, 2023. I was also responsible for Sections 1.11 and 13 of the Technical Report “Johnson Camp Mine NI 43-101 Technical Report” (“Technical Report”) dated effective March 12, 2025.
  
9.Except as disclosed in paragraph 8 of this certificate, I have not provided consulting services to, or otherwise been involved with, the project owner prior to the current assignment.
  
10.As of the effective date of the Technical Report, 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.
  
11.I am independent of the issuer by applying all of the tests in Section 1.5 of National Instrument 43-101.
  
12.I have read National Instrument 43-101 and Form 43-101F, and the Technical Report has been prepared in compliance with that instrument and form.
  
13.I consent to the filing of the Technical Report with any stock exchange and other regulatory authority and any publication by them, including electronic publication in the public company files on their websites accessible by the public, of the Technical Report.

 

Signed and dated this 31st day of March 2026.

 

(Signed and sealed) “Terence McNulty”

Dr. Terence P. McNulty, PE, DSc

 

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CERTIFICATE of QUALIFIED PERSON

 

R. Douglas Bartlett, C.P.G.

 

I, R. Douglas Bartlett, do hereby certify that:

 

1.I am currently employed as a Hydrogeologist by:

 

Clear Creek Associates, a subsidiary of Geo-Logic Associates

8777 N. Gainey Center Dr., Suite 250

Scottsdale, Arizona, 85258

 

2.I am a graduate of Colorado State University
  
3.I am a:

 

  ●Certified Professional Geologist with the American Institute of Professional Geologists
    
  ●Registered Geologist in the States of Arizona, California, Oregon, Washington, and Alaska

 

4.I have practiced geology and hydrogeology since 1977 at: Dames & Moore in Denver and Phoenix; Anaconda Minerals in Denver, Colorado; and Clear Creek Associates (Geo-Logic Associates) in Scottsdale, Arizona. My expertise includes mining-related hydrogeologic investigations and groundwater modeling.
  
5.I have read the definition of “qualified person” set out in National instrument 43-101 (“NI 43-101”) and certify that by reason of my education, affiliation with a professional association (as defined in NI 43-101) and past relevant work experience, I fulfill the requirements to be a “qualified person” for the purposes of NI 43-101.
  
6.I am responsible for Sections 1.18, 16.9, and 20 of the technical report titled “Johnson Camp Mine NI 43-101 Technical Report” (“Technical Report”) dated effective March 18, 2026 prepared for Gunnison Copper Corp.
  
7.I had prior involvement with the property that is the subject of the Technical Report. I was responsible for Sections 16, 20, and 24.20 of the technical report titled “Gunnison Copper Project Prefeasibility Study Update and JCM Heap Leach Preliminary Economic Assessment” (“Technical Report”) dated effective March 11, 2022. I was also responsible for Sections 16, 20, 24.16.5, and 24.20 of the technical report titled “Gunnison Copper Project Prefeasibility Study Update and JCM Heap Leach Preliminary Economic Assessment” dated effective February 1, 2023.
  
8.I last visited the Johnson Camp Mine site on May 15, 2019.
  
9.As of the effective date of the Technical Report, to the best of my knowledge, information and belief, the Technical Report contains all scientific and technical information required to be disclosed to make the report not misleading.
  
10.I am independent of the issuer applying all of the tests in Section 1.5 of National Instrument 43-101.
  
11.I have read National Instrument 43-101 and Form 43-101F1, and the Technical Report has been prepared in compliance with that instrument and form.

 

Signed and dated this 31st day of March 2026.

 

(Signed and sealed) “R. Douglas Bartlett”

R. Douglas Bartlett, C.P.G.

 

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CERTIFICATE of QUALIFIED PERSON

 

I, Jacob W. Richey, P.E. do hereby certify that:

 

1.I am currently employed as a Senior Mining Engineer by:

 

Independent Mining Consultants, Inc.

3560 E. Gas Road

Tucson, Arizona, USA 85714

 

2.I graduated with the following degrees from the Colorado School of Mines. Bachelors of Science, Mining Engineering – 2009
  
3.I am a Registered Professional Mining Engineer in the State of Arizona USA. Registration # 64139
  
4.I have worked as a mining engineer for more than 14 years. I have been involved with the preparation of mineral resources, mineral reserves, and mine plans for multiple hard rock metal projects over that time.
  
5.I have read the definition of “qualified person” set out in National Instrument 43-101 (“NI 43-101”) and certify that by reason of my education, affiliation with a professional association (as defined in NI 43-101) and past relevant work experience, I fulfill the requirements to be a “qualified person” for the purposes of NI43-101.
  
6.I am responsible for sections 1.13, 1.14, 15, and 16 (except 16.2 and 16.9) of the Technical Report titled “Johnson Camp Mine NI 43-101 Technical Report”, with the effective date of March 18, 2026 prepared for Gunnison Copper Corp.
  
7.I last visited the Johnson Camp Mine property on July 31, 2025.
  
8.I have previously been involved with engineering work on the Johnson Camp Project since 2021.
  
9.As of the effective date of the Technical Report, to the best of my knowledge, information, and belief, the Technical Report contains all the scientific and technical information that is required to be disclosed to make the Technical Report not misleading.
  
10.I am independent of the issuer applying the definition in Section 1.5 of NI 43-101.
  
11.I have read National Instrument 43-101 and Form 43-101F1, and the Technical Report has been prepared in compliance with that instrument and form.
  
12.I consent to the filing of the Technical Report with any stock exchange and other regulatory authority and any publication by them, including electronic publication in the public company files on their websites accessible by the public, of the Technical Report.

 

Dated: 31 March 2026

 

(Signed and sealed) “Jacob W. Richey”

 

Jacob W. Richey

Professional Mining Engineer AZ #64139

 

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CERTIFICATE of QUALIFIED PERSON

Thomas M. Ryan, P.E.

 

I, Thomas M. Ryan, P.E., do hereby certify that:

1.I am a Principal Engineer of:

 

Call & Nicholas, Inc.

2475 N. Coyote Drive Tucson AZ 85745

 

2.I am a graduate of the University of Arizona having received a Bachelor of Science in Geological Engineering in 1986 and Master of Science in 1987.
  
3.I am a registered Professional Engineer in good standing in Arizona (27693), New Mexico (14166) and Utah (11106129).
  
4.I have worked as an Engineer for a total of 39 years. My experience includes 31 years in Geotechnical Engineering as it applies to rock slope and underground stability for mine design.
  
5.I have read the definition of “Qualified Person” set out in National Instrument 43-101 (“NI 43-101”) and certify that by reason of my education, affiliation with a professional association (as defined in NI 43-101) and past relevant work experience, I fulfill the requirements to be a “Qualified Person” for the purposes of NI 43-101.
  
6.I am a contributing author for the preparation of the technical report titled “Johnson Camp Mine NI 43-101 Technical Report” (“Technical Report”) dated effective March 18, 2026, prepared for Gunnison Copper Corp.; and am responsible for Section 16.2. I visited the project site on October 18, 2023.
  
7.I have prior involvement with the property that is the subject of the Technical Report as a technical advisor during the period of 1999 to 2008. I was also contributing author for section 16.2 of the technical report titled “Johnson Camp Mine NI 43-101 Technical Report” (“Technical Report”) dated effective March 12, 2025.
  
8.As of the effective date of the Technical Report, 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.
  
9.I am independent of the issuer applying all of the tests in Section 1.5 of National Instrument 43-101.
  
10.I have read National Instrument 43-101 and Form 43-101F1, and the Technical Report has been prepared in compliance with that instrument and form.
  
11.I consent to the filing of the Technical Report with any stock exchange and other regulatory authority and any publication by them, including electronic publication in the public company files on their websites accessible by the public, of the Technical Report.

 

Signed and dated this 31st day of March 2026.

 

(Signed and sealed) “Thomas M. Ryan”

Thomas M. Ryan, P.E.

 

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APPENDIX B: MINERAL CLAIM DETAIL

 

Patented Mining Claims

 

Parcel 1

Arizona, Blue Grass, Puzzle, Enough, and Carlton patented lode mining claims, Mineral Survey No. 4340

Parcel 2

Afterthought, Burro, Burro No. 3, Coronado, Coronado No. 2, and Mason No. 1 patented lode mining claims, Mineral Survey No. 4571

Parcel 3

St. George patented lode mining claim, Mineral Survey No. 1966

Parcel 4

Mayflower (aka May Flower) patented lode mining claim, Mineral Survey No. 2764

Parcel 5

Acorn, A-Number One, A-Number Two, Chicago, Cochise, Copper Thread, Johnson, Little Johnnie, Rough Rider, Tenderfoot, and United Fraction patented lode mining claims, Mineral Survey No. 4314

Parcel 6

Blue Lead, North Star, Little Bush, Copper Chief, Southern Cross, Blue Lead Extension, Dwarf, and Esmeralda patented lode mining claims, Mineral Survey No. 3242 Anaconda, and Sara patented lode mining claims, Mineral Survey No. 1525

Parcel 8

Southern patented lode mining claim, Lot 45, Mineral Survey No. 327

Parcel 9

Mi-an-te-no-mah patented lode mining claim, Lot 48, Mineral Survey No. 330

Parcel 10

Peabody patented lode mining claim, Lot 39, Mineral Survey No. 286

Parcel 11

Donna Anna patented lode mining claim, Lot 40, Mineral Survey No. 287

Parcel 12

Highland Mary patented lode mining claim, Lot 37, Mineral Survey No. 284

Parcel 13

Copper King patented lode mining claim Lot 38, Mineral Survey No. 285 382681 v2

Parcel 14

Golden Shield patented lode mining claim, Lot 43, Mineral Survey No. 325

Parcel 15

Republic patented lode mining claim, Lot 42, Mineral Survey No. 324

Parcel 16

Chicora patented lode mining claim, Lot 44, Mineral Survey No. 326

Parcel 17

Tycoon patented lode mining claim, Lot 47, Mineral Survey No. 329

Parcel 18

Mammoth patented lode mining claim, Lot 49, Mineral Survey No. 331

Parcel 19

Keystone, Copper Bell, Dewey, True Blue, and Ross patented lode mining claims, Mineral Survey No. 1717

Parcel 20

382681 v2 Hillside and Pittsburg patented lode mining claims, Mineral Survey No. 3306

Parcel 21

San Jacinto patented lode mining claim, Lot 46, Mineral Survey No. 328

 

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BLM Claims

 

CLAIM NAME AND NUMBER BLM SERIAL # (AMC #) TOWNSHIP, RANGE, SECTION* MAINTENANCE COSTS AREA
    Mr Twn Rng Sec    
ADDIE R 403667 14 0150S 0220E 023 $200.00 Johnson Camp
ALAMOSA 403668 14 0150S 0220E 023 $200.00 Johnson Camp
BONANZA 403676 14 0150S 0220E 022 $200.00 Johnson Camp
BURRO L 403678 14 0150S 0220E 035 $200.00 Johnson Camp
BURRO 4 403679 14 0150S 0220E 035 $200.00 Johnson Camp
BURRO 5 403680 14 0150S 0220E 035 $200.00 Johnson Camp
BURRO 6 403681 14 0150S 0220E 035 $200.00 Johnson Camp
BURRO 7 403682 14 0150S 0220E 035 $200.00 Johnson Camp
BURRO 8 403683 14 0150S 0220E 035 $200.00 Johnson Camp
BURRO NO 9 403684 14 0150S 0220E 035 $200.00 Johnson Camp
BURRO 19 403685 14 0150S 0220E 027 $200.00 Johnson Camp
CALUMET 403686 14 0150S 0220E 036 $200.00 Johnson Camp
CHELSIE FRACTION 403688 14 0150S 0220E 022 $200.00 Johnson Camp
COLORADO 403689 14 0150S 0220E 022 $200.00 Johnson Camp
DEFENDER 403690 14 0150S 0220E 022 $200.00 Johnson Camp
ELLENOR 403698 14 0150S 0220E 027 $200.00 Johnson Camp
ERICKA 403699 14 0150S 0220E 036 $200.00 Johnson Camp
EULA BELLE 403701 14 0150S 0220E 027 $200.00 Johnson Camp
GLADYS R 403702 14 0150S 0220E 036 $200.00 Johnson Camp
HAGERMAN 403704 14 0150S 0220E 036 $200.00 Johnson Camp
IMOGENE 403705 14 0150S 0220E 027 $200.00 Johnson Camp
INDICATOR 403707 14 0150S 0220E 022 $200.00 Johnson Camp
KATIE 403708 14 0150S 0220E 022 $200.00 Johnson Camp
KENTUCKY 403709 14 0150S 0220E 023 $200.00 Johnson Camp
LAST CHANCE 403710 14 0150S 0220E 027 $200.00 Johnson Camp
LIME NO 1 403712 14 0150S 0220E 022 $200.00 Johnson Camp
LIME NO 2 403713 14 0150S 0220E 022 $200.00 Johnson Camp
LIME NO 3 403714 14 0150S 0220E 022 $200.00 Johnson Camp
LIME NO 4 403715 14 0150S 0220E 022 $200.00 Johnson Camp
LINDA SUE 403716 14 0150S 0220E 027 $200.00 Johnson Camp
MARY EILENE 403719 14 0150S 0220E 027 $200.00 Johnson Camp
MASON 403720 14 0150S 0220E 027 $200.00 Johnson Camp
MESCAL NO 5 403721 14 0150S 0220E 027 $200.00 Johnson Camp
MILLINGTON 403722 14 0150S 0220E 023 $200.00 Johnson Camp
MIRIAM 403723 14 0150S 0220E 022 $200.00 Johnson Camp
MOORE #1 403724 14 0150S 0220E 022 $200.00 Johnson Camp
MOORE #2 403725 14 0150S 0220E 022 $200.00 Johnson Camp
MOORE #3 403726 14 0150S 0220E 022 $200.00 Johnson Camp
NELDA LANE 403727 14 0150S 0220E 027 $200.00 Johnson Camp
PUZZLE NO 2 403731 14 0150S 0220E 022 $200.00 Johnson Camp
SHARIE LYNN 403742 14 0150S 0220E 027 $200.00 Johnson Camp
SHIRLEY LOUISE 403743 14 0150S 0220E 027 $200.00 Johnson Camp
BRENDA KAYE 405106 14 0150S 0220E 027 $200.00 Johnson Camp
BURRO A 405107 14 0150S 0220E 026 $200.00 Johnson Camp
BURRO B 405108 14 0150S 0220E 027 $200.00 Johnson Camp
BURRO 17 405121 14 0150S 0220E 027 $200.00 Johnson Camp
BURRO 18 405122 14 0150S 0220E 027 $200.00 Johnson Camp

 

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CLAIM NAME AND NUMBER BLM SERIAL # (AMC #) TOWNSHIP, RANGE, SECTION* MAINTENANCE COSTS AREA
BURRO 20 405123 14 0150S 0220E 027 $200.00 Johnson Camp
CHARLENE 405124 14 0150S 0220E 027 $200.00 Johnson Camp
FRANCINE 405126 14 0150S 0220E 027 $200.00 Johnson Camp
JANE RAE 405127 14 0150S 0220E 027 $200.00 Johnson Camp
BURRO C 408182 14 0150S 0220E 026 $200.00 Johnson Camp
BURRO D 408183 14 0150S 0220E 026 $200.00 Johnson Camp
BURRO E 408184 14 0150S 0220E 026 $200.00 Johnson Camp
BURRO G 408185 14 0150S 0220E 026 $200.00 Johnson Camp
BURRO H 408186 14 0150S 0220E 026 $200.00 Johnson Camp
BURRO I 408187 14 0150S 0220E 026 $200.00 Johnson Camp
BURRO 11 408188 14 0150S 0220E 026 $200.00 Johnson Camp
BURRO 12 408189 14 0150S 0220E 026 $200.00 Johnson Camp
BURRO 13 408190 14 0150S 0220E 026 $200.00 Johnson Camp
BURRO 14 408191 14 0150S 0220E 026 $200.00 Johnson Camp
BURRO 15 408192 14 0150S 0220E 026 $200.00 Johnson Camp
BURRO 16 408193 14 0150S 0220E 026 $200.00 Johnson Camp
CORNADO NO 1 408194 14 0150S 0220E 026 $200.00 Johnson Camp
ROSIE R 408195 14 0150S 0220E 026 $200.00 Johnson Camp
J SULLY #14 408917 14 0150S 0220E 036 $200.00 Johnson Camp
J SULLY #15 408918 14 0150S 0220E 036 $200.00 Johnson Camp
GUNNY 21 AZ105799835 14 0150S 0220E 027 $200.00 Johnson Camp
GUNNY 22 AZ105799836 14 0150S 0220E 027 $200.00 Johnson Camp
GUNNY 23 AZ105799837 14 0150S 0220E 027 $200.00 Johnson Camp
GUNNY 24 AZ105799838 14 0150S 0220E 027 $200.00 Johnson Camp
GUNNY 25 AZ105799839 14 0150S 0220E 027 $200.00 Johnson Camp
GUNNY 26 AZ105799840 14 0150S 0220E 027 $200.00 Johnson Camp
GUNNY 27 AZ105799841 14 0150S 0220E 027 $200.00 Johnson Camp
GUNNY 28 AZ105799842 14 0150S 0220E 027 $200.00 Johnson Camp
GUNNY 29 AZ105799843 14 0150S 0220E 027 $200.00 Johnson Camp
GUNNY 30 AZ105799844 14 0150S 0220E 027 $200.00 Johnson Camp
GUNNY 31 AZ105799845 14 0150S 0220E 027 $200.00 Johnson Camp
GUNNY 32 AZ105799846 14 0150S 0220E 027 $200.00 Johnson Camp
GUNNY 33 AZ105799847 14 0150S 0220E 027 $200.00 Johnson Camp
GUNNY 34 AZ105799848 14 0150S 0220E 027 $200.00 Johnson Camp
GUNNY 35 AZ105799849 14 0150S 0220E 027 $200.00 Johnson Camp
GUNNY 36 AZ105799850 14 0150S 0220E 027 $200.00 Johnson Camp
 
*Some claims may extend into adjacent Townships, Ranges or Sections
  ANNUAL COST TOTAL # OF CLAIMS
TOTAL CLAIMS $16,600.00 83

 

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JOHNSON CAMP FEE LANDS

 

The following parcels of fee land are all situated in Township 15 South, Range 22 East, G&SRB&M, Cochise County, Arizona

 

Parcel 1

Section 26: Lots 8, 9, 10, and 11 EXCEPT all coal and other minerals as reserved in the patent from the United States of America, containing 139.00 acres, more or less.

 

Parcel 2

Section 26: Those portions of the King and Wolfrime Queen patented lode mining claims lying within the Southeast Quarter (SE1/4) as shown on Mineral Survey No. 1800, U.S. Patent No. 40087, recorded in the records of Cochise County at Book 26, Deeds of Mines, Page 251, containing 1.00 acres, more or less.

 

Parcel 3

Section 24: Lot 16

Section 25: Lots 11, 13, 14, 16, 17, 18, 20, and 21 382681 v2 EXCEPT any portion of Section 25 lying in the Southeast Quarter of the Northwest Quarter and the Northeast Quarter of the Southwest Quarter of Section 25, Township 15 South, Range 22 East, G&SRB&M, conveyed by Special Warranty Deed dated January 26, 1987 from Cyprus Mines Corporation, Grantor, to David A. Rae, Grantee, recorded in the Cochise County records as Document No. 870102364. EXCEPT a right-of-way for ditches and canals constructed by the authority of the United States as reserved in the patent from the United States of America.

Containing 53.444 acres, more or less.

 

Parcel 4

Section 23: Lots 11, 12, 13, 15, and 16

Section 24: Lots 11, 12, and 13 EXCEPT any portion lying within the South Half of the Southeast Quarter of the Northwest Quarter (S1/2SE1/4NW1/4) and the East Half of the Southwest Quarter (E1/2SW1/4) of Section 24, Township 15 South, Range 22 East, G&SRB&M conveyed by Special Warranty Deed dated January 26, 1987 from Cyprus Mines Corporation, Grantor, to David A. Rae, Grantee, recorded in the Cochise County records as Document No. 870102364.

 

Section 25: Lot 12 EXCEPT any portion lying within the Southeast: Quarter of the Northwest Quarter (SE1/4NW1/4) and the Northeast Quarter of the Southwest Quarter (NE1/4SW1/4) of Section 25, Township 15 South, Range 22 East, G&SRB&M, conveyed by Special Warranty Deed dated January 26, 1987, from Cyprus Mines Corporation, Grantor, to David A. Rae, Grantee, recorded in the Cochise County records as Document No. 870102364.

 

Section 26: Lots 4, 14, 15, 16, 17, 18, and 19; Southwest Quarter of the Northwest Quarter (SW1/4NW1/4) EXCEPT a right-of-way for ditches and canals constructed by the authority of the United States as reserved in the patent from the United States of America. Containing 307.47 acres, more or less.

 

Section 25: Lot 15 consisting of 37.53 acres, more or less; and Lot 16 consisting of 38.26 acres, more or less; and Lot 19 consisting of 40 acres, more or less, subject to ownership of those portions of unpatented claims Gladys R and Erika that lie North of the Southern boundary of Lot 19; and

 

Those portions of Lots 20 and 21 that lie East of the survey line dated April 23, 1989 completed by H.W. Smith, Registered Land Surveyor; and Those portions of the Cochise Lode Claim and the United Fraction Lode Claim that lie East of the survey line dated April 23, 1989 completed by H.W. Smith, Registered Land Surveyor; and That portion of the Highland Mary Lode Claim lying East of the survey line dated April 23, 1989 completed by 382681 v2 H.W. Smith, Registered Land Surveyor. All described lands, in sum, containing 116.267 acres, more or less.

 

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APPENDIX C: JCM DRILLHOLE SIGNIFICANT INTERSECTIONS

 

Area

Hole_id

Azimuth

Dip

  From (ft)

To (ft)

Interval

(ft

Cu %

Estimated True Thickness

X

Y

Z

Cu_Chief ACC01 0 -90   18 167 149 0.35 124 528529.9055 402352.4897 4990.8
Cu_Chief ACC02 0 -90   13 238.5 225.5 0.23 188 528529.9055 402352.4897 4990.8
Cu_Chief ACC03 0 -90   22 142 120 0.44 100 528797.2201 402131.2345 4977.2
Cu_Chief ACC04 0 -90   22 139 117 0.62 98 528962.0683 402021.7163 4971.6
        included 122 136.5 14.5 1.32 12      
Cu_Chief ACC05 0 -90   20 160 140 0.18 117 528356.8305 402430.2481 5012.2
Cu_Chief ACC06 0 -90   1 96 95 0.18 79 527887.6069 402593.5996 5066.2
Cu_Chief ACC07 0 -90   31 51 20 0.14 17 527657.5986 402776.5287 5086.6
Cu_Chief ACC08 0 -90   51 84 33 0.13 28 527438.3226 402939.6379 5093.5
Cu_Chief ADB01 0 -90   50 70 20 0.13 17 527438.3226 402939.6379 5093.5
          110 190 80 0.30 67      
          220 330 110 0.23 92      
Cu_Chief ADB02 0 -90   120 400 280 0.26 234 527438.3226 402939.6379 5093.5
          440 460 20 0.23 17      
Cu_Chief ADB04 0 -90   30 100 70 0.12 58 527438.3226 402939.6379 5093.5
          170 400 230 0.39 192      
Cu_Chief ADB05 0 -90   280 500 220 0.44 184 527438.3226 402939.6379 5093.5
        included 430 450 20 1.68 17      
Cu_Chief ADB06 0 -90   240 450 210 0.36 175 527438.3226 402939.6379 5093.5
Cu_Chief ADB07 0 -90   90 110 20 0.16 17 527438.3226 402939.6379 5093.5
          130 160 30 0.12 25      
          180 230 50 0.12 42      
          270 380 110 0.17 92      
          400 450 50 0.13 42      
Cu_Chief ADB08 0 -90   80 120 40 0.14 33 527438.3226 402939.6379 5093.5
          170 340 170 0.18 142      
Cu_Chief ADB09 0 -90   110 130 20 0.13 17 529426.0428 400806.052 5088.4
Cu_Chief ADB10 0 -90   120 230 110 0.23 92 529426.0428 400806.052 5088.4
Cu_Chief ADB11 0 -90   210 350 140 0.38 117 529426.0428 400806.052 5088.4
Cu_Chief ADB12 0 -90   190 400 210 0.26 175 529426.0428 400806.052 5088.4
Cu_Chief ADB13 0 -90   210 390 180 0.40 150 529426.0428 400806.052 5088.4
          440 460 20 0.13 17      
Cu_Chief ADB14 0 -90   0 90 90 0.38 75 529426.0428 400806.052 5088.4
          220 540 320 0.24 267      
Cu_Chief ADB17 0 -90   10 30 20 0.20 17 528523.2301 400844.8813 5013.2
Cu_Chief ADB21 0 -90   6 45 39 0.24 33 527309.0372 401690.9997 5147.9
          105 175 70 0.17 58      
Cu_Chief ADB22 0 -90   0 50 50 0.36 42 527309.0372 401690.9997 5147.9
          80 240 160 0.31 134      

 

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Area

Hole_id

Azimuth

Dip

  From (ft) To (ft) Interval (ft)

Cu %

Estimated True Thickness

X

Y

Z

Cu_Chief ADB23 0 -90   0 150 150 0.16 125 528592.0084 401034.6975 5041.4
Cu_Chief ADB24 0 -90   0 30 30 0.16 25 528482.8464 401211.4864 5078
          50 120 70 0.27 58      
Cu_Chief ADB25 0 -90   0 60 60 0.18 50 528264.8097 401251.7258 5100
Cu_Chief ADB26 0 -90   0 180 180 0.31 150 528264.8097 401251.7258 5100
Cu_Chief ADB27 0 -90   30 70 40 0.23 33 528027.8619 401256.8583 5095
Cu_Chief ADB28 0 -90   10 60 50 0.13 42 527907.2375 401432.3163 5043
          130 160 30 0.26 25      
Cu_Chief ADB29 0 -90   10 100 90 0.27 75 527846.5164 401355.1415 5112
Cu_Chief ADB30 0 -90   0 100 100 0.41 84 527846.5164 401355.1415 5112
          120 140 20 0.11 17      
          160 210 50 0.17 42      
Cu_Chief ADB31 0 -90   0 90 90 0.17 75 527593.1103 401501.1108 5137
Cu_Chief ADB32 0 -90   0 90 90 0.18 75 527502.0031 401542.7877 5155
Cu_Chief ADB33 0 -90   0 20 20 0.15 17 527502.0031 401542.7877 5155
          40 90 50 0.34 42      
          100 130 30 0.12 25      
          150 200 50 0.16 42      
Burro AJ23 0 -90   0 160 160 0.23 134 532304.3748 398705.7391 4846.65
Burro AJ23A 0 -90   2 260 258 0.27 215 532304.3748 398705.7391 4846.65
Burro AJ28 275 -55   290 310 20 0.15 20 532304.3748 398705.7391 4846.65
          350 572 222 0.47 218      
        included 510 527 17 1.30 17      
Burro AJ33 229 -61   150 520 370 0.59 363 532304.3748 398705.7391 4846.65
        included 400 480 80 1.37 78      
Burro AJ39 0 -90   0 130 130 0.55 109 532304.3748 398705.7391 4846.65
          150 370 220 0.40 184      
          420 440 20 0.13 17      
Burro AJ40 0 -90   0 50 50 0.29 42 532304.3748 398705.7391 4846.65
          70 310 240 0.30 200      
Burro AJ41 0 -90   0 300 300 0.22 251 532304.3748 398705.7391 4846.65
Burro AJ41A 0 -90   0 40 40 0.46 33 532304.3748 398705.7391 4846.65
          60 80 20 0.13 17      
          120 370 250 0.30 209      
Burro AJ43 0 -90   20 280 260 0.30 217 532304.3748 398705.7391 4846.65
Burro AJ48 0 -90   0 30 30 0.52 25 530223.5623 400362.7942 5006.4
          50 90 40 0.18 33      
Cu_Chief AJ63 0 -90   51 116 65 0.18 54 530223.5623 400362.7942 5006.4
          126 186 60 0.24 50      

 

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Area

Hole_id

Azimuth

Dip

  From (ft) To (ft) Interval (ft)

Cu%

Estimated True Thickness

X

Y

Z

          201 211 10 0.19 8      
          236 326 90 0.17 75      
          401 411 10 0.16 8      
          431 471 40 0.17 33      
          486 501 15 0.20 13      
          523 561 38 0.26 32      
          572 683 111 0.35 93      
Burro BP22A 0 -90   10 147 137 0.20 114 532292.223 398642.1595 4848.5
Burro BP24A 0 -90   16 171 155 0.26 129 532203.1338 398833.8392 4843.9
Burro BP25 0 -90   5 615 610 0.49 509 531727.5774 399729.6987 4325.5
        included 275 295 20 1.12 17      
Burro BP25A 0 -90   0 156 156 0.24 130 532115.756 398891.7095 4866.7
Burro BP26 0 -90   20 50 30 0.42 25 532115.756 398891.7095 4866.7
          70 100 30 0.14 25      
          120 140 20 0.13 17      
          160 180 20 0.34 17      
          270 727 457 0.42 382      
        included 570 586 16 1.13 13      
Burro BP27 0 -90   40 80 40 0.26 33 532115.756 398891.7095 4866.7
          100 120 20 0.97 17      
          160 180 20 0.13 17      
          350 835 485 0.29 405      
Burro BP27A 0 -90   30 427 397 0.28 331 532115.756 398891.7095 4866.7
Burro BP28 0 -90   81 104 23 0.33 19 532115.756 398891.7095 4866.7
          192 664 472 0.34 394      
          694 762 68 0.14 57      
Burro BP29 0 -90   20 50 30 0.25 25 532115.756 398891.7095 4866.7
          288 682 394 0.29 329      
Burro BP29A 0 -90   25 265 240 0.56 200 532115.756 398891.7095 4866.7
Burro BP30 0 -90   50 594 544 0.36 454 532115.756 398891.7095 4866.7
Burro BP30A 0 -90   15 277 262 0.75 219 532115.756 398891.7095 4866.7
        included 150 170 20 1.06 17      
        included 190 210 20 1.30 17      
Burro BP31 0 -90   20 334 314 0.68 262 532115.756 398891.7095 4866.7
        included 110 130 20 1.41 17      
        included 220 240 20 1.18 17      
          354 506 152 0.27 127      
Burro BP31A 0 -90   10 50 40 0.15 33 532115.756 398891.7095 4866.7
          70 464 394 0.66 329      

 

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Area

Hole_id

 Azimuth

Dip

  From (ft) To (ft) Interval (ft)

Cu %

Estimated True Thickness

X

Y

Z

        included 350 410 60 1.16 50      
Burro BP32 0 -90   10 471 461 0.28 385 532115.756 398891.7095 4866.7
Burro BP33 0 -90   29 89 60 0.17 50 532553.5829 399290.1565 3986.5
          109 169 60 0.17 50      
          189 235 46 0.15 38      
          354 826 472 0.23 394      
          855 881 26 0.30 22      
Burro BP33A 0 -90   0 334 334 0.78 279 531666.2089 399550.9971 4833
        included 170 260 90 1.35 75      
Burro BP33B 0 -90   60 495 435 0.55 363 531870.2522 399706.4594 4740.5
        included 410 450 40 1.30 33      
Burro BP34 0 -90   11 612 601 0.32 502 531870.2522 399706.4594 4740.5
Burro BP34A 0 -90   15 380 365 0.67 305 531870.2522 399706.4594 4740.5
Burro BP34B 0 -90   100 522 422 0.44 352 531869.6794 399859.4026 4719.5
Burro BP35 0 -90   12 647 635 0.35 530 531869.6794 399859.4026 4719.5
Burro BP35A 0 -90   5 262 257 0.78 215 531869.6794 399859.4026 4719.5
        included 60 80 20 1.05 17      
        included 140 170 30 1.28 25      
Burro BP35B 0 -90   20 517 497 0.60 415 531744.6947 399864.9339 4737.5
        included 380 490 110 1.28 92      
Burro BP36 0 -90   10 114 104 0.27 87 531155.1571 400329.5749 4756.5
          144 421 277 0.34 231      
Burro BP36A 0 -90   3 202 199 0.86 166 531155.1571 400329.5749 4756.5
        included 130 150 20 1.86 17      
Burro BP37 0 -90   45 216 171 0.76 143 531035.8117 400164.1786 4760
        included 135 186 51 1.20 43      
          284 435 151 0.38 126      
Burro BP37A 0 -90   30 290 260 0.81 217 531035.8117 400164.1786 4760
        included 50 80 30 1.64 25      
        included 210 230 20 1.11 17      
        included 270 285 15 1.41 13      
Burro BP37B 0 -90   10 380 370 0.49 309 531570.1429 400029.2243 4751
Burro BP38 0 -90   11 494 483 0.40 403 531296.533 400459.9229 4716.8
Burro BP38A 0 -90   18 210 192 0.68 160 531296.533 400459.9229 4716.8
Burro BP39 0 -90   40 70 30 0.15 25 531296.533 400459.9229 4716.8
          250 270 20 0.11 17      
          310 624 314 0.21 262      
Burro BP39A 0 -90   16 203 187 0.74 156 531296.533 400459.9229 4716.8
        included 120 140 20 1.62 17      

 

M3-PN210313.008

31 March 2026

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Johnson Camp Mine

Form 43-101F1 Technical Report

 

Area

Hole_id

Azimuth

Dip

  From (ft) To (ft) Interval (ft)

Cu %

Estimated True Thickness

X

Y

Z

Burro BP39B 0 -90   0 379 379 0.72 316 531375.2348 400069.9716 4801
        included 270 290 20 1.12 17      
        included 310 370 60 1.52 50      
Burro BP39C 0 -90   40 329 289 0.41 241 531375.2348 400069.9716 4801
Burro BP40 0 -90   8 48 40 0.13 33 531375.2348 400069.9716 4801
          68 238 170 0.28 142      
          398 856 458 0.57 382      
        included 761 784 23 1.32 19      
        included 811 835 24 1.71 20      
Burro BP40A 0 -90   15 250 235 0.76 196 531375.2348 400069.9716 4801
        included 150 220 70 1.46 58      
Burro BP40B 0 -90   24 414 390 0.37 326 531459.1954 400292.7208 4747.5
Burro BP41 0 -90   42 262 220 0.26 184 531459.1954 400292.7208 4747.5
          352 382 30 0.29 25      
          402 689 287 0.55 240      
Burro BP41A 0 -90   15 200 185 0.62 154 531459.1954 400292.7208 4747.5
Burro BP41C 0 -90   0 120 120 0.47 100 531459.1954 400292.7208 4747.5
Burro BP42 0 -90   8 346 338 0.37 282 531459.1954 400292.7208 4747.5
          396 606 210 0.28 175      
Burro BP42B 0 -90   0 210 210 0.38 175 531459.1954 400292.7208 4747.5
Burro BP42C 0 -90   0 360 360 0.40 301 531459.1954 400292.7208 4747.5
Burro BP42E 0 -90   30 390 360 0.41 301 531420.1651 400517.9086 4790.1
Cu_Chief BP43 0 -90   6 309 303 0.23 253 531420.1651 400517.9086 4790.1
          541 563 22 0.13 18      
Burro BP43A 0 -90   15 170 155 0.74 129 531420.1651 400517.9086 4790.1
          140 160 20 1.82 17      
Burro BP43C 0 -90   0 110 110 0.43 92 531177.1586 400451.2626 4705
          150 390 240 0.22 200      
Cu_Chief BP44 0 -90   80 458 378 0.17 316 531177.1586 400451.2626 4705
          568 691 123 0.45 103      
          771 800 29 0.14 24      
Burro BP44C 0 -90   20 360 340 0.29 284 531177.1586 400451.2626 4705
Burro BP44D 0 -90   210 250 40 0.25 33 531177.1586 400451.2626 4705
Cu_Chief BP45 0 -90   65 245 180 0.14 150 531177.1586 400451.2626 4705
          265 486 221 0.17 185      
          546 659 113 0.16 94      
Burro BP45A 0 -90   10 330 320 0.26 267 531177.1586 400451.2626 4705
Burro BP46 0 -90   0 58 58 1.19 48 531177.1586 400451.2626 4705
        included 10 48 38 1.69 32      

 

M3-PN210313.008

31 March 2026

Revision 0

191

Johnson Camp Mine

Form 43-101F1 Technical Report

 

Area

Hole_id

Azimuth

Dip

  From (ft) To (ft) Interval (ft)

Cu %

Estimated True Thickness

X

Y

Z

          78 126 48 0.15 40      
Burro BP46A 0 -90   10 257 247 0.28 206 531177.1586 400451.2626 4705
Burro BP47A 0 -90   90 194 104 0.31 87 531177.1586 400451.2626 4705
          203 223 20 0.16 17      
Burro BP48 0 -90   174 234 60 0.30 50 531177.1586 400451.2626 4705
          274 661 387 0.37 323      
          691 711 20 0.16 17      
          727 745 18 0.24 15      
Burro BP49 0 -90   10 640 630 0.38 526 531177.1586 400451.2626 4705
Burro BP49A 0 -90   0 153 153 0.22 128 531177.1586 400451.2626 4705
  BP50 0 -90   206 256 50 0.24 42 521000 405000 5791
          309 369 60 0.36 50      
          549 662 113 0.27 94      
Burro BP51 0 -90   163 877 714 0.46 596 521000 405000 5791
        included 419 439 20 2.69 17      
        included 477 507 30 1.67 25      
        included 567 597 30 1.31 25      
Burro BP52 0 -90   53 72 19 0.14 16 521000 405000 5791
          237 568 331 0.35 276      
Cu_Chief BP54 0 -90   145 190 45 0.43 38 528995.398 403190.7638 4456
          407 548 141 0.19 118      
          768 801 33 0.49 28      
Burro BP56 0 -90   23 399 376 0.27 314 528995.398 403190.7638 4456
          429 733 304 0.23 254      
Cu_Chief BP57 0 -90   216 286 70 0.17 58 528995.398 403190.7638 4456
          306 761 455 0.24 380      
Cu_Chief BP62 0 -90   222 362 140 0.12 117 528995.398 403190.7638 4456
          382 562 180 0.37 150      
Cu_Chief BP65 0 -90   85 116 31 0.13 26 528995.398 403190.7638 4456
Cu_Chief BP66 0 -90   20 296 276 0.20 230 528995.398 403190.7638 4456
          376 634 258 0.34 215      
Cu_Chief BP67 0 -90   145 420 275 0.46 230 529044.0778 401374.5094 4935.5
        included 285 325 40 1.45 33      
Cu_Chief BP68 0 -90   125 253 128 0.29 107 528403.4884 401584.068 4990.5
          395 415 20 0.14 17      
Burro BPD1 0 -90   90 190 100 0.23 84 528403.4884 401584.068 4990.5
Burro BPD10 0 -90   100 230 130 0.22 109 528403.4884 401584.068 4990.5
Burro BPD11 0 -90   20 50 30 0.13 25 528403.4884 401584.068 4990.5
          90 220 130 0.28 109      

 

M3-PN210313.008

31 March 2026

Revision 0

192

Johnson Camp Mine

Form 43-101F1 Technical Report

 

Area

Hole_id

Azimuth

Dip

  From (ft) To (ft) Interval (ft)

Cu%

Estimated True Thickness

X

Y

Z

Burro BPD12 0 -90   50 150 100 0.61 84 528403.4884 401584.068 4990.5
        included 80 100 20 1.95 17      
          230 250 20 0.16 17      
Burro BPD13 0 -90   40 260 220 0.28 184 528403.4884 401584.068 4990.5
Burro BPD14 0 -90   40 60 20 0.18 17 528403.4884 401584.068 4990.5
          80 270 190 0.40 159      
Burro BPD15 0 -90   80 210 130 0.23 109 528403.4884 401584.068 4990.5
Burro BPD16 0 -90   6 185 179 0.28 149 528403.4884 401584.068 4990.5
Burro BPD17 0 -90   0 11 11 0.20 9 528403.4884 401584.068 4990.5
          61 186 125 0.46 104      
Burro BPD18 0 -90   0 176 176 0.52 147 528403.4884 401584.068 4990.5
Burro BPD19 0 -90   1.5 149 147.5 0.28 123 528403.4884 401584.068 4990.5
Burro BPD2 0 -90   70 270 200 0.27 167 528403.4884 401584.068 4990.5
Burro BPD21 0 -90   21 181 160 0.24 134 528403.4884 401584.068 4990.5
Burro BPD22 0 -90   0 30 30 0.67 25 528403.4884 401584.068 4990.5
          90 140 50 0.17 42      
Burro BPD23 0 -90   20 140 120 0.21 100 528403.4884 401584.068 4990.5
Burro BPD24 0 -90   0 70 70 0.37 58 528403.4884 401584.068 4990.5
Burro BPD25 0 -90   0 30 30 0.19 25 528403.4884 401584.068 4990.5
          120 170 50 0.24 42      
          190 250 60 0.35 50      
          270 320 50 0.18 42      
Burro BPD26 0 -90   60 150 90 0.16 75 531147.1601 399552.7967 4745.6
          210 270 60 0.38 50      
Burro BPD27 0 -90   0 13 13 0.14 11 531147.1601 399552.7967 4745.6
          36 231 195 0.23 163      
Burro BPD28 0 -90   0 20 20 0.12 17 530943.0992 399881.1212 4741.1
          120 180 60 0.12 50      
          210 400 190 0.31 159      
Burro BPD29 0 -90   0 30 30 0.64 25 530815.503 400051.3973 4722.3
          170 360 190 0.20 159      
Burro BPD3 0 -90   50 230 180 0.17 150 530815.503 400051.3973 4722.3
Burro BPD30 0 -90   0 80 80 0.75 67 530815.503 400051.3973 4722.3
          120 290 170 0.15 142      
Burro BPD31 0 -90   40 270 230 0.19 192 530815.503 400051.3973 4722.3
Burro BPD32 0 -90   200 280 80 0.19 67 530815.503 400051.3973 4722.3
          300 340 40 0.23 33      
Burro BPD33 0 -90   160 200 40 0.15 33 530815.503 400051.3973 4722.3
          280 300 20 0.12 17      

 

M3-PN210313.008

31 March 2026

Revision 0

193

Johnson Camp Mine

Form 43-101F1 Technical Report

 

Area

Hole_id

Azimuth

Dip

  From (ft) To (ft) Interval (ft)

Cu%

Estimated True Thickness

X

Y

Z

Burro BPD34 0 -90   0 240 240 0.42 200 530815.503 400051.3973 4722.3
Burro BPD35 0 -90   60 80 20 0.14 17 530751.9447 399886.2121 4814.1
          170 190 20 0.13 17      
          210 400 190 0.23 159      
Burro BPD36 0 -90   0 100 100 0.34 84 530751.9447 399886.2121 4814.1
          140 180 40 0.17 33      
          210 260 50 0.14 42      
Burro BPD37 0 -90   10 340 330 0.25 276 530751.9447 399886.2121 4814.1
Burro BPD4 214.7 -60   220 270 50 0.16 42 530751.9447 399886.2121 4814.1
Burro BPD5 0 -90   0 30 30 0.12 25 530751.9447 399886.2121 4814.1
          100 170 70 0.23 58      
          190 260 70 0.31 58      
Burro BPD6 0 -90   110 220 110 0.26 92 530751.9447 399886.2121 4814.1
Burro BPD7 0 -90   0 280 280 0.25 234 530751.9447 399886.2121 4814.1
Burro BPD8 0 -90   0 200 200 0.18 167 530751.9447 399886.2121 4814.1
Burro BPD9 0 -90   100 190 90 0.22 75 530751.9447 399886.2121 4814.1
Cu_Chief CC1 0 -90   0 103.99 103.99 0.42 87 530751.9447 399886.2121 4814.1
Cu_Chief CC10 0 -90   0 100 100 0.17 84 530751.9447 399886.2121 4814.1
Cu_Chief CC11 0 -90   0 100 100 0.26 84 530751.9447 399886.2121 4814.1
Cu_Chief CC12 0 -90   0 100 100 0.23 84 530751.9447 399886.2121 4814.1
Cu_Chief CC13 0 -90   0 40 40 0.16 33 530751.9447 399886.2121 4814.1
Cu_Chief CC14 0 -90   0 40 40 0.22 33 530751.9447 399886.2121 4814.1
Cu_Chief CC15 0 -90   0 100 100 0.27 84 530751.9447 399886.2121 4814.1
Cu_Chief CC16 0 -90   0 100 100 0.24 84 530751.9447 399886.2121 4814.1
Cu_Chief CC17 0 -90   0 101 101 0.21 84 530751.9447 399886.2121 4814.1
Cu_Chief CC18 0 -90   0 46 46 0.22 38 530751.9447 399886.2121 4814.1
Cu_Chief CC2 0 -90   0 101.99 101.99 0.28 85 530751.9447 399886.2121 4814.1
Cu_Chief CC3 0 -90   0 105.99 105.99 0.24 89 530751.9447 399886.2121 4814.1
Cu_Chief CC4 0 -90   0 99.99 99.99 0.17 83 530751.9447 399886.2121 4814.1
Cu_Chief CC6 0 -90   0 90 90 0.25 75 530751.9447 399886.2121 4814.1
Cu_Chief CC7 0 -90   0 72 72 0.41 60 530751.9447 399886.2121 4814.1
Cu_Chief CC9 0 -90   0 100 100 0.22 84 530751.9447 399886.2121 4814.1
Cu_Chief DB1 0 -90   10 85 75 0.14 63 530751.9447 399886.2121 4814.1
Cu_Chief DB10 0 -90   0 30 30 0.12 25 530751.9447 399886.2121 4814.1
          70 80 10 0.11 8      
          105 125 20 0.12 17      
Cu_Chief DB11 0 -90   0 80 80 0.29 67 530751.9447 399886.2121 4814.1
          90 170 80 0.45 67      
Cu_Chief DB12 0 -90   0 35 35 0.16 29 530751.9447 399886.2121 4814.1

 

M3-PN210313.008

31 March 2026

Revision 0

194

Johnson Camp Mine

Form 43-101F1 Technical Report

 

Area

Hole_id

Azimuth

Dip

  From (ft) To (ft) Interval (ft)

Cu%

Estimated True Thickness

X

Y

Z

Cu_Chief DB13 0 -90   15 125 110 0.45 92 530751.9447 399886.2121 4814.1
Cu_Chief DB14 0 -90   0 60 60 0.31 50 530751.9447 399886.2121 4814.1
          70 125 55 0.23 46      
Cu_Chief DB15 0 -90   0 130 130 0.47 109 530751.9447 399886.2121 4814.1
          135 175 40 0.23 33      
Cu_Chief DB16 0 -90   15 125 110 0.31 92 530751.9447 399886.2121 4814.1
Cu_Chief DB17 0 -90   0 75 75 0.24 63 530751.9447 399886.2121 4814.1
          90 150 60 0.38 50      
Cu_Chief DB18 0 -90   10 142 132 0.66 110 530751.9447 399886.2121 4814.1
        included 35 45 10 1.44 8      
        included 80 90 10 1.15 8      
        included 100 110 10 1.35 8      
Cu_Chief DB19 0 -90   97 227 130 0.27 109 528822.2946 401333.6968 4941.5
          257 375 118 0.23 99      
Cu_Chief DB2 0 -90   0 60 60 0.14 50 528822.2946 401333.6968 4941.5
Cu_Chief DB20 0 -90   117 292 175 0.43 146 528990.7358 401215.4008 4966
          395 415 20 0.16 17      
          425 450 25 0.13 21      
Cu_Chief DB21 0 -90   35 55 20 0.10 17 528280.4519 401601.6635 5038
          80 90 10 0.11 8      
          133 273 140 0.47 117      
          313 323 10 0.17 8      
Cu_Chief DB22 0 -90   5 20 15 0.13 13 528440.8992 401487.2977 4966.5
          30 181 151 0.29 126      
          231 281 50 0.21 42      
          346 435 89 0.32 74      
Cu_Chief DB23 0 -90   0 140 140 0.29 117 528440.8992 401487.2977 4966.5
Cu_Chief DB24 0 -90   0 55 55 0.22 46 528440.8992 401487.2977 4966.5
          65 150 85 0.21 71      
Cu_Chief DB25 0 -90   0 15 15 0.14 13 528440.8992 401487.2977 4966.5
          35 155 120 0.58 100      
        included 140 150 10 1.06 8      
Cu_Chief DB26 0 -90   0 150 150 0.26 125 528440.8992 401487.2977 4966.5
Cu_Chief DB27 0 -90   80 150 70 0.15 58 528440.8992 401487.2977 4966.5
Cu_Chief DB28 0 -90   50 150 100 0.36 84 528440.8992 401487.2977 4966.5
Cu_Chief DB29 0 -90   0 135 135 0.64 113 528440.8992 401487.2977 4966.5
        included 5 35 30 1.54 25      
Cu_Chief DB3 0 -90   20 125 105 0.23 88 528440.8992 401487.2977 4966.5
Cu_Chief DB31 0 -90   0 35 35 0.22 29 528440.8992 401487.2977 4966.5

 

M3-PN210313.008

31 March 2026

Revision 0

195

Johnson Camp Mine

Form 43-101F1 Technical Report

 

Area

Hole_id

Azimuth

Dip

  From (ft) To (ft) Interval (ft)

Cu %

Estimated True Thickness

X

Y

 Z

Cu_Chief DB32 0 -90   0 80 80 0.23 67 528440.8992 401487.2977 4966.5
Cu_Chief DB33 0 -90   0 35 35 0.22 29 528440.8992 401487.2977 4966.5
          90 130 40 0.24 33      
Cu_Chief DB34 0 -90   15 40 25 0.12 21 528440.8992 401487.2977 4966.5
          55 150 95 0.19 79      
Cu_Chief DB35 0 -90   35 45 10 0.14 8 528440.8992 401487.2977 4966.5
Cu_Chief DB37 0 -90   70 150 80 0.39 67 528440.8992 401487.2977 4966.5
Cu_Chief DB38 0 -90   243 320 77 0.43 64 528440.8992 401487.2977 4966.5
          335 425 90 0.59 75      
        included 375 395 20 1.81 17      
          440 542 102 0.25 85      
Cu_Chief DB39 0 -90   50 330 280 0.46 234 528440.8992 401487.2977 4966.5
        included 200 220 20 1.23 17      
Cu_Chief DB4 0 -90   0 125 125 0.35 104 528440.8992 401487.2977 4966.5
Cu_Chief DB40 0 -90   74 150 76 0.35 63 528887.632 401243.0313 4909
          170 500 330 0.32 276      
Cu_Chief DB41 0 -90   25 310 285 0.27 238 528680.5141 401290.2476 4941
Cu_Chief DB43 0 -90   0 25 25 0.33 21 528680.5141 401290.2476 4941
          50 140 90 0.11 75      
Cu_Chief DB44 0 -90   0 10 10 0.10 8 528680.5141 401290.2476 4941
          20 150 130 0.16 109      
Cu_Chief DB45 0 -90   0 150 150 0.24 125 528680.5141 401290.2476 4941
Cu_Chief DB46 0 -90   150 275 125 0.18 104 528680.5141 401290.2476 4941
          285 335 50 0.62 42      
Cu_Chief DB47 0 -90   150 180 30 0.20 25 528680.5141 401290.2476 4941
          210 345 135 0.48 113      
Cu_Chief DB48 0 -90   0 60 60 0.18 50 528680.5141 401290.2476 4941
          70 185 115 0.42 96      
          230 290 60 0.44 50      
        included 275 285 10 1.08 8      
          315 325 10 0.18 8      
Cu_Chief DB49 0 -90   90 110 20 0.12 17 529022.1479 401632.3983 4860
          160 175 15 0.18 13      
          255 516 261 0.20 218      
Cu_Chief DB5 0 -90   0 50 50 0.20 42 529022.1479 401632.3983 4860
          75 105 30 0.45 25      
Cu_Chief DB50 0 -90   40 60 20 0.71 17 529022.1479 401632.3983 4860
          240 460 220 0.39 184      
        included 385 410 25 1.37 21      

 

M3-PN210313.008

31 March 2026

Revision 0

196

Johnson Camp Mine

Form 43-101F1 Technical Report

 

Area

Hole_id

Azimuth

Dip

  From (ft) To (ft) Interval (ft)

Cu%

Estimated True Thickness

X

Y

Z

Cu_Chief DB53 215 -60   160 400 240 0.36 240 528771.2002 401444.7368 4981.794919
Cu_Chief DB54 0 -90   25 310 285 0.22 238 528414.8719 401763.1296 4969
          325 345 20 0.35 17      
Cu_Chief DB55 0 -90   0 150 150 0.44 125 528414.8719 401763.1296 4969
        included 55 70 15 1.42 13      
Cu_Chief DB56 0 -90   0 50 50 0.13 42 528414.8719 401763.1296 4969
Cu_Chief DB57 0 -90   20 30 10 0.11 8 528414.8719 401763.1296 4969
          40 50 10 0.14 8      
          65 85 20 0.11 17      
Cu_Chief DB58 0 -90   0 310 310 0.20 259 528241.0475 401722.4765 4996
Cu_Chief DB59 0 -90   15 35 20 0.15 17 528241.0475 401722.4765 4996
          55 150 95 0.21 79      
Cu_Chief DB6 0 -90   0 125 125 0.49 104 528241.0475 401722.4765 4996
Cu_Chief DB60 0 -90   0 100 100 0.16 84 528241.0475 401722.4765 4996
Cu_Chief DB61 0 -90   0 65 65 0.15 54 528241.0475 401722.4765 4996
          80 90 10 0.12 8      
Cu_Chief DB62 0 -90   70 175 105 0.16 88 528241.0475 401722.4765 4996
          205 215 10 0.11 8      
          235 250 15 0.10 13      
Cu_Chief DB63 0 -90   135 145 10 0.15 8 528241.0475 401722.4765 4996
Cu_Chief DB64 0 -90   15 50 35 0.12 29 528241.0475 401722.4765 4996
          70 80 10 0.10 8      
          95 130 35 0.14 29      
Cu_Chief DB65 0 -90   140 150 10 0.12 8 528241.0475 401722.4765 4996
Cu_Chief DB66 0 -90   0 85 85 0.23 71 528241.0475 401722.4765 4996
          100 160 60 0.23 50      
          180 255 75 0.14 63      
Cu_Chief DB67 0 -90   0 100 100 0.29 84 528241.0475 401722.4765 4996
Cu_Chief DB68 0 -90   0 130 130 0.22 109 528241.0475 401722.4765 4996
Cu_Chief DB69 0 -90   0 90 90 0.33 75 528241.0475 401722.4765 4996
Cu_Chief DB7 0 -90   0 110 110 0.29 92 528241.0475 401722.4765 4996
Cu_Chief DB70 0 -90   0 40 40 0.16 33 528241.0475 401722.4765 4996
          75 95 20 0.19 17      
          135 150 15 0.12 13      
Cu_Chief DB71 0 -90   0 90 90 0.22 75 528241.0475 401722.4765 4996
          115 140 25 0.14 21      
Cu_Chief DB72 0 -90   225 360 135 0.27 113 529289.3139 401295.4898 4941
          370 385 15 0.16 13      
          435 450 15 0.10 13      

 

M3-PN210313.008

31 March 2026

Revision 0

197

Johnson Camp Mine

Form 43-101F1 Technical Report

 

Area

Hole_id

Azimuth

Dip

  From (ft) To (ft) Interval (ft)

Cu %

Estimated True Thickness

X

Y

Z

Cu_Chief DB73 0 -90   205 400 195 0.26 163 529280.9476 401123.476 4987
          415 425 10 0.11 8      
Cu_Chief DB74 0 -90   0 150 150 0.14 125 529399.6562 401456.8224 4891
          190 235 45 0.20 38      
          255 425 170 0.39 142      
        included 310 320 10 1.19 8      
Cu_Chief DB75 0 -90   0 15 15 0.18 13 529399.6562 401456.8224 4891
          60 70 10 0.15 8      
Cu_Chief DB76 0 -90   0 150 150 0.20 125 529399.6562 401456.8224 4891
Cu_Chief DB77 0 -90   5 55 50 0.20 42 529399.6562 401456.8224 4891
Cu_Chief DB78A 0 -90   130 215 85 0.26 71 529399.6562 401456.8224 4891
Cu_Chief DB79 0 -90   0 350 350 0.23 292 529399.6562 401456.8224 4891
Cu_Chief DB8 0 -90   0 70 70 0.21 58 529399.6562 401456.8224 4891
          95 125 30 0.20 25      
Cu_Chief DB80 0 -90   15 110 95 0.49 79 529399.6562 401456.8224 4891
        included 70 80 10 1.29 8      
          130 140 10 0.30 8      
Cu_Chief DB82 0 -90   25 135 110 0.31 92 529399.6562 401456.8224 4891
          175 215 40 0.26 33      
          270 305 35 0.11 29      
          315 330 15 0.30 13      
Cu_Chief DB84 0 -90   15 85 70 0.30 58 529399.6562 401456.8224 4891
          110 130 20 0.13 17      
Cu_Chief DB9 0 -90   0 50 50 0.18 42 529399.6562 401456.8224 4891
          65 125 60 0.22 50      
Burro EBD-01 214 -89.7   0 40 40 0.27 33 529399.6562 401456.8224 4891
          80 110 30 0.27 25      
Burro EBD-02 164.9 -90   11.3 30 18.7 0.19 16 529399.6562 401456.8224 4891
Burro EBD-03 206.1 -90   28 60 32 0.18 27 529399.6562 401456.8224 4891
          130 180 50 0.22 42      
          210 240 30 0.35 25      
Burro EBD-04 272.6 -90   9 70 61 0.17 51 529399.6562 401456.8224 4891
          154 194 40 0.13 33      
          214 260 46 0.25 38      
Burro EBD-05 0 -90   14 58 44 0.13 37 529399.6562 401456.8224 4891
          140 170 30 0.26 25      
Burro EBD-06 168.4 -90   50 100 50 0.15 42 529399.6562 401456.8224 4891
          167 215 48 0.26 40      
          225 275 50 0.36 42      

 

M3-PN210313.008

31 March 2026

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Johnson Camp Mine

Form 43-101F1 Technical Report

 

Area

Hole_id

Azimuth

Dip

  From (ft) To (ft) Interval (ft)

Cu%

Estimated True Thickness

X

Y

Z

Burro EBD-07 209.6 -90   2.2 60 57.8 0.25 48 529399.6562 401456.8224 4891
          120 258 138 0.22 115      
Burro EBD-08 48.7 -90   110 170 60 0.45 50 529399.6562 401456.8224 4891
          200 220 20 1.25 17      
Burro EBD-09 357.9 -90   0 25 25 0.15 21 529399.6562 401456.8224 4891
          75 175 100 0.22 84      
Burro EBD-10A 92.2 -90   90 110 20 0.23 17 529399.6562 401456.8224 4891
          150 340 190 0.49 159      
Burro EBD-11 10.3 -90   50 200 150 0.30 125 529399.6562 401456.8224 4891
Burro EBD-12 36 -90   97 180 83 0.35 69 529399.6562 401456.8224 4891
          220 340 120 0.33 100      
Burro EBD-13 203 -90   50 210 160 0.26 134 529399.6562 401456.8224 4891
Burro EBD-14 325 -90   150 190 40 0.24 33 529399.6562 401456.8224 4891
          230 330 100 0.29 84      
Burro EBD-15 295.2 -90   170 330 160 0.26 134 529399.6562 401456.8224 4891
Burro EBD-16 215.6 -50   175 315 140 0.25 133 529399.6562 401456.8224 4891
Burro EBD-17 341.7 -90   128 158 30 0.16 25 529399.6562 401456.8224 4891
          208 330 122 0.30 102      
Burro EBD-18 219.3 -60   160 290 130 0.28 98 529399.6562 401456.8224 4891
Burro EBD-19 293.7 -90   0 150 150 0.24 125 529399.6562 401456.8224 4891
Burro EBD-20 15.9 -90   0 60 60 0.14 50 529399.6562 401456.8224 4891
          190 230 40 0.57 33      
          250 290 40 0.15 33      
Burro EBD-21 153.5 -90   40 130 90 0.20 75 529399.6562 401456.8224 4891
          170 187 17 2.05 14      
Burro EBD-22 0 -90   40 90 50 0.42 42 529399.6562 401456.8224 4891
          130 204 74 0.36 62      
          325 573 248 0.36 207      
Burro EBD-24 205.8 -70   15 35 20 0.12 19 529399.6562 401456.8224 4891
          95 155 60 0.14 56      
          163 183 20 0.28 19      
          223 638 415 0.43 390      
Burro EBD-25 208.4 -50   113 153 40 0.16 36 529399.6562 401456.8224 4891
          247 733 486 0.42 442      
Burro EBD-26 37.9 -90   176.5 200 23.5 1.25 20 529399.6562 401456.8224 4891
          230 283.5 53.5 0.24 45      
Burro EBD-27 225 -65   20 80 60 0.63 57 531504.7652 400627.0908 4711.272484
          160 550 390 0.39 371      
Burro EBD-29 19 -90   140 280 140 0.27 117 531504.7652 400627.0908 4711.272484

 

M3-PN210313.008

31 March 2026

Revision 0

199

Johnson Camp Mine

Form 43-101F1 Technical Report

 

Area

Hole_id

Azimuth

Dip

  From (ft) To (ft) Interval (ft)

Cu %

Estimated True Thickness

X

Y

Z

Burro EBD-31 0 -90   0 258 258 0.22 215 531504.7652 400627.0908 4711.272484
Burro EBD-32 216 -50   30 50 20 0.28 19 531504.7652 400627.0908 4711.272484
          128 173 45 0.17 43      
Burro EBD-32A 216 -50   24 44 20 0.34 19 531504.7652 400627.0908 4711.272484
          124 162 38 0.43 36      
Burro EBD-33 41.667 -90   20 40 20 0.11 17 531504.7652 400627.0908 4711.272484
          200 600 400 0.41 334      
Burro EBD-34 0 -90   130 600 470 0.26 392 531504.7652 400627.0908 4711.272484
Burro EBD-35 193.9 -90   85 115 30 0.10 25 531175.5211 400969.2291 4727.210582
          135 547 412 0.26 344      
Burro EBD-36 0 -90   13 30 17 0.63 14 531175.5211 400969.2291 4727.210582
          70 180 110 0.30 92      
          240 260 20 0.15 17      
          290 350 60 0.15 50      
Burro EBD-37 181.8 -90   0 190 190 0.26 159 531175.5211 400969.2291 4727.210582
Burro EBM-04 227.6 -75   43.5 60 16.5 0.16 15 531175.5211 400969.2291 4727.210582
          80 200 120 0.43 108      
Burro EBM-05 60 -60   6 250 244 0.32 171 531175.5211 400969.2291 4727.210582
Burro EBM-23 217.8 -60   110 140 30 0.23 30 531175.5211 400969.2291 4727.210582
          218 520 302 0.40 302      
          586.5 628.5 42 0.73 42      
Burro EBM-28 217.8 -60   40 66.5 26.5 0.46 27 531175.5211 400969.2291 4727.210582
          85.5 101 15.5 0.14 16      
          115 122 7 0.86 7      
          148 468 320 0.38 320      
Burro EBM-30 173.8 -90   6 223 217 0.28 181 531175.5211 400969.2291 4727.210582
Burro EBM-38 216 -60   0 20 20 0.15 20 531606.8885 400569.6622 4719.927014
          80 100 20 0.29 20      
          190 550 360 0.46 360      
Burro EBM-39 216.4 -60   0 20 20 0.12 20 531859.3857 400399.9556 4693.917675
          120 162 42 0.21 42      
          180 190 10 0.71 10      
          230 550 320 0.43 320      
Burro EBM-40 221.8 -60   25 105 80 0.23 80 532012.9943 400290.426 4694.279077
          125 162 37 0.33 37      
          172 192 20 0.11 20      
          272 501 229 0.40 229      
  ECD23_19 291.1 -90   80 91 11 0.34 9 532012.9943 400290.426 4694.279077
          122 132 10 0.86 8      

 

M3-PN210313.008

31 March 2026

Revision 0

200

Johnson Camp Mine

Form 43-101F1 Technical Report

 

Area

Hole_id

Azimuth

Dip

  From (ft) To (ft) Interval (ft)

Cu %

Estimated True Thickness

X

Y

Z

  ECD23_2 249.4 -90   150 160 10 0.18 8 532012.9943 400290.426 4694.279077
          170 180 10 0.19 8      
  ECD23_6 267.6 -90   259.5 270 10.5 0.15 9 532012.9943 400290.426 4694.279077
Cu_Chief NC_10_01 0 -90   19 35 16 0.13 13 532012.9943 400290.426 4694.279077
          101 148 47 0.16 39      
Cu_Chief NC_10_02 215 -55   70 160 90 0.14 87 529712.9629 400521.3696 4996.408992
          206 265 59 0.38 57      
          323 375 52 0.12 50      
Cu_Chief NC_10_03 215 -55   60 373 313 0.16 304 529868.5599 400400.1847 4954.531287
Cu_Chief NC_10_04 215 -55   172 500 328 0.16 318 531657.222 400391.5839 4665.247952
Cu_Chief NC_10_05 0 -90   222 381 159 0.34 133 531657.222 400391.5839 4665.247952
Cu_Chief NC_10_06 215 -55   0 48 48 0.20 47 531657.222 400391.5839 4665.247952
          214 507 293 0.16 284      
Burro NR1 0 -90   0 95 95 0.35 79 531657.222 400391.5839 4665.247952
Cu_Chief NR10 0 -90   20 40 20 0.12 17 531657.222 400391.5839 4665.247952
          65 240 175 0.16 146      
Cu_Chief NR11 0 -90   90 110 20 0.15 17 531657.222 400391.5839 4665.247952
          185 200 15 0.13 13      
          210 230 20 0.12 17      
          235 340 105 0.23 88      
Cu_Chief NR12 0 -90   40 325 285 0.16 238 531657.222 400391.5839 4665.247952
Cu_Chief NR13 0 -90   0 75 75 0.20 63 531657.222 400391.5839 4665.247952
          85 110 25 0.15 21      
          120 270 150 0.21 125      
Cu_Chief NR14 0 -90   0 200 200 0.15 167 531657.222 400391.5839 4665.247952
          210 220 10 0.15 8      
Cu_Chief NR15 0 -90   15 210 195 0.21 163 531657.222 400391.5839 4665.247952
Burro NR16 0 -90   110 140 30 0.47 25 531657.222 400391.5839 4665.247952
          150 160 10 0.14 8      
          280 290 10 0.12 8      
          340 355 15 0.20 13      
          390 410 20 0.11 17      
          465 485 20 0.12 17      
Burro NR17 0 -90   25 55 30 0.15 25 531657.222 400391.5839 4665.247952
          95 105 10 0.14 8      
          120 145 25 0.21 21      
          180 190 10 0.12 8      
          220 235 15 0.15 13      
Burro NR18 0 -90   10 185 175 0.16 146 531657.222 400391.5839 4665.247952

 

M3-PN210313.008

31 March 2026

Revision 0

201

Johnson Camp Mine

Form 43-101F1 Technical Report

 

Area

Hole_id

Azimuth

Dip

  From (ft) To (ft) Interval (ft)

Cu%

Estimated True Thickness

X

Y

Z

Burro NR19 0 -90   15 85 70 0.17 58 531657.222 400391.5839 4665.247952
          145 295 150 0.14 125      
          305 360 55 0.14 46      
Burro NR2 0 -90   0 255 255 0.21 213 531657.222 400391.5839 4665.247952
Cu_Chief NR20 0 -90   190 265 75 0.16 63 531657.222 400391.5839 4665.247952
Cu_Chief NR21 0 -90   135 170 35 0.74 29 531657.222 400391.5839 4665.247952
          200 470 270 0.26 225      
Cu_Chief NR22 0 -90   5 70 65 0.24 54 531657.222 400391.5839 4665.247952
          95 185 90 0.13 75      
          405 415 10 0.11 8      
          425 465 40 0.25 33      
Cu_Chief NR23 0 -90   230 450 220 0.27 184 531657.222 400391.5839 4665.247952
Cu_Chief NR24 0 -90   175 205 30 0.12 25 531657.222 400391.5839 4665.247952
          305 430 125 0.40 104      
Cu_Chief NR25 0 -90   10 170 160 0.14 134 531657.222 400391.5839 4665.247952
          325 360 35 0.16 29      
          370 390 20 0.14 17      
Burro NR3 0 -90   75 90 15 0.29 13 531657.222 400391.5839 4665.247952
          95 115 20 0.14 17      
          160 230 70 0.16 58      
          245 325 80 0.13 67      
          330 345 15 0.13 13      
          390 420 30 0.14 25      
          685 780 95 0.24 79      
          820 870 50 0.24 42      
Burro NR4 0 -90   55 75 20 0.12 17 531657.222 400391.5839 4665.247952
          120 250 130 0.14 109      
          285 380 95 0.13 79      
Burro NR5 0 -90   330 365 35 0.16 29 531657.222 400391.5839 4665.247952
          495 505 10 0.12 8      
Burro NR6 0 -90   60 70 10 0.13 8 531657.222 400391.5839 4665.247952
          265 300 35 0.27 29      
          685 700 15 0.15 13      
          925 935 10 0.19 8      
Burro NR7 0 -90   65 115 50 0.21 42 531657.222 400391.5839 4665.247952
          165 225 60 0.31 50      
          235 310 75 0.21 63      
          780 820 40 0.31 33      
          860 875 15 0.11 13      

 

M3-PN210313.008

31 March 2026

Revision 0

202

Johnson Camp Mine

Form 43-101F1 Technical Report

 

Area

Hole_id

Azimuth

Dip

  From (ft) To (ft) Interval (ft)

Cu %

Estimated True Thickness

X

Y

Z

          895 950 55 0.28 46      
Cu_Chief NR8 0 -90   50 85 35 0.10 29 531657.222 400391.5839 4665.247952
          90 100 10 0.14 8      
          190 260 70 0.21 58      
          310 335 25 0.12 21      
Cu_Chief NR9 0 -90   55 100 45 0.13 38 531657.222 400391.5839 4665.247952
          150 170 20 0.10 17      
          180 190 10 0.11 8      
          220 230 10 0.22 8      
          240 275 35 0.17 29      
Burro PH2_1 266.2 -50   10 120 110 0.24 97 531657.222 400391.5839 4665.247952
          260 630 370 0.52 326      
Burro PH2_2 266.7 -60   0 110 110 0.27 105 531657.222 400391.5839 4665.247952
          220 250 30 0.54 29      
          280 570 290 0.51 276      
Burro PH2_3 263.4 -60   0 80 80 0.22 76 531657.222 400391.5839 4665.247952
          236 570 334 0.60 317      
        included 440 510 70 1.23 67      
Burro PH2_4 263.9 -65   6 72.5 66.5 0.26 61 531657.222 400391.5839 4665.247952
          240 546 306 0.58 278      
        included 450 510 60 1.28 55      
Burro PH2_5 262.3 -50   160 548 388 0.60 345 531657.222 400391.5839 4665.247952
        included 510 530 20 1.45 18      
Burro PH2_6 262.6 -70   18 50 32 0.19 28 531657.222 400391.5839 4665.247952
          190 210 20 0.21 18      
          230 581 351 0.69 312      
        included 430 470 40 1.61 36      
Burro PH2_7 261.3 -60   120 547 427 0.70 410 531657.222 400391.5839 4665.247952
        included 260 300 40 0.98 38      
        included 340 360 20 1.68 19      
        included 370 470 100 1.38 96      
Burro PH2_8 264.9 -80   130 522 392 0.49 337 531657.222 400391.5839 4665.247952
        included 420 450 30 1.32 26      
Burro PH3_1 266.5 -65   140.5 500 359.5 0.47 331 531657.222 400391.5839 4665.247952
        included 380 410 30 1.00 28      
Burro PH3_2 260.8 -60   70 90 20 0.40 16 531657.222 400391.5839 4665.247952
          107 190 83 0.16 66      
          210 465 255 0.45 204      
Burro PH4-1 0 -90   11 40 29 0.17 24 531657.222 400391.5839 4665.247952

 

M3-PN210313.008

31 March 2026

Revision 0

203

Johnson Camp Mine

Form 43-101F1 Technical Report

 

Area

Hole_id

Azimuth

Dip

  From (ft) To (ft) Interval (ft)

Cu %

Estimated True Thickness

X

Y

Z

          100 130 30 1.33 25      
Burro PH4-12 125 -60   10 170 160 0.25 128 531657.222 400391.5839 4665.247952
Burro PH4-2 212.5 -60   0 185 185 0.40 185 531657.222 400391.5839 4665.247952
Burro PH4-3 97.5 -50   0 255 255 0.37 227 531657.222 400391.5839 4665.247952
Burro PH4-4 0 -90   0 110 110 0.34 92 531657.222 400391.5839 4665.247952
Burro PH4-5 0 -90   0 135.5 135.5 0.35 113 531657.222 400391.5839 4665.247952
Burro PH4-6 181 -50   0 275 275 0.45 245 531657.222 400391.5839 4665.247952
        included 13 30 17 1.63 15      
Burro PH4-7 300 -50   10 462 452 0.32 380 531657.222 400391.5839 4665.247952
Burro PH4-8 231.1 -55   0 153 153 0.41 136 531657.222 400391.5839 4665.247952
Burro PH4-9 0 -90   25 186 161 0.32 134 531657.222 400391.5839 4665.247952
Burro S1 230.7 -45   8 191 183 0.94 159 531657.222 400391.5839 4665.247952
        included 24 89 65 1.29 57      
          277.5 312 34.5 0.31 30      
Burro S11 0 -90   10 150 140 0.15 117 531657.222 400391.5839 4665.247952
          230 260 30 0.15 25      
          280 330 50 0.14 42      
Burro S13 0 -90   30 50 20 0.24 17 531657.222 400391.5839 4665.247952
          150 175 25 0.14 21      
Burro S15 0 -90   42 128 86 0.46 72 531657.222 400391.5839 4665.247952
Burro S16 0 -90   18 84 66 0.57 55 531657.222 400391.5839 4665.247952
Burro S18 0 -90   24 154 130 0.69 109 531657.222 400391.5839 4665.247952
Burro S19 0 -90   96 295 199 0.27 166 531657.222 400391.5839 4665.247952
          299 499 200 0.48 167      
Burro S2 232.7 -45   8 227 219 0.53 191 531657.222 400391.5839 4665.247952
        included 22 62 40 1.31 35      
          295 373 78 0.41 68      
Burro S22 0 -90   10 263 253 0.46 211 531657.222 400391.5839 4665.247952
Burro S23 0 -90   5 25 20 0.47 17 531657.222 400391.5839 4665.247952
          122 588 466 0.50 389      
        included 514 567 53 1.19 44      
Cu_Chief S24 0 -90   15 385 370 0.19 309 529404.0281 402187.5635 4585
          585 868 283 0.58 236      
Burro S3 233.7 -50   6 264 258 0.37 230 529404.0281 402187.5635 4585
Burro S4 231.7 -50   9 343 334 0.40 297 529404.0281 402187.5635 4585
        included 14 44 30 1.09 27      
        included 64 84 20 1.32 18      
Burro S5 229.7 -50   0 203 203 0.73 181 529404.0281 402187.5635 4585
        included 140 166 26 1.21 23      

 

M3-PN210313.008

31 March 2026

Revision 0

204

Johnson Camp Mine

Form 43-101F1 Technical Report

 

Area

Hole_id

Azimuth

Dip

  From (ft) To (ft) Interval (ft)

Cu%

Estimated True Thickness

X

Y

Z

Burro S6 229.7 -50   0 258 258 0.83 230 529404.0281 402187.5635 4585
        included 113 173 60 1.32 53      
Burro S7 0 -90   3 384 381 0.75 318 529404.0281 402187.5635 4585
        included 140 200 60 1.28 50      
        included 260 275 15 1.61 13      
Burro S8 0 -90   10 241 231 0.88 193 529404.0281 402187.5635 4585
        included 70 90 20 2.69 17      
        included 120 150 30 1.08 25      
        included 210 230 20 1.01 17      
Burro S9 0 -90   10 361 351 0.68 293 529404.0281 402187.5635 4585
        included 120 140 20 1.18 17      
        included 290 350 60 1.64 50      

 

M3-PN210313.008

31 March 2026

Revision 0

205

Johnson Camp Mine

Form 43-101F1 Technical Report