Delaware
|
1-8641
|
82-0109423
|
(State or other jurisdiction of incorporation or organization)
|
(Commission File Number)
|
(IRS Employer Identification No.)
|
☐ |
Written communications pursuant to Rule 425 under the Securities Act (17 CFR 230.425)
|
☐ |
Soliciting material pursuant to Rule 14a-12 under the Exchange Act (17 CFR 240.14a-12)
|
☐ |
Pre-commencement communications pursuant to Rule 14d-2(b) under the Exchange Act (17 CFR 240.14d-2(b))
|
☐ |
Pre-commencement communications pursuant to Rule 13e-4(c) under the Exchange Act (17 CFR 240.13e-4(c))
|
Title of each class
|
Trading Symbol(s)
|
Name of each exchange on which registered
|
||
Common Stock (par value $.01 per share)
|
CDE
|
New York Stock Exchange
|
Item 8.01 |
Other Events.
|
Item 9.01 |
Financial Statements and Exhibits.
|
(d) |
List of Exhibits |
Exhibit No.
|
Description
|
Consent of Qualified Person – Ausenco Engineering Canada ULC.
|
|
Consent of Qualified Person – Christopher Pascoe.
|
|
Consent of Qualified Person – Joseph Wallick.
|
|
Consent of Qualified Person – P&E Mining Consultants, Inc.
|
|
Technical Report Summary for the Las Chispas Mine effective December 31, 2024.
|
COEUR MINING, INC.
|
||
Date: February 19, 2025
|
By:
|
/s/ Michael Routledge
|
Name: Michael Routledge
|
||
Title: Senior Vice President and Chief Operating Officer
|
a) |
The filing of the Technical Report Summary, effective December 31, 2024, with respect to the Las Chispas Operation complex (the “TRS”) as
an exhibit to the annual report on Form 10-K for Coeur Mining, Inc. for the fiscal year ended December 31, 2024 (the “Form 10-K”);
|
b) |
The incorporation by reference of the TRS in the Registration Statements on Form S-8 (Nos. 033-60163, 033-72524, 333-112253, 333-125903, 333-166907, 333-204142, 333-224751 and 333-256016) and Form
S-3 (Nos. 333-284568) (the “Registration Statements”);
|
c) |
The use of and references to the undersigned’s name, including the undersigned’s status as an expert or “Qualified Person” (as defined in Subpart 1300 of Regulation S-K promulgated by the U.S.
Securities and Exchange Commission) in connection with Sections 1.1, 1.9, 1.13, 1.16, 2, 9.3, 10, 14, 17, 22.5, 22.8, 22.11, 22.14.1.2, 22.14.2.6, 23.7, 24, 25.3 of the TRS and corresponding disclosures in the Form 10-K and Registration
Statements; and
|
d) |
Any extracts or summaries of the TRS included or incorporated by reference in the Form 10-K and Registration Statements, and any information derived, summarized, quoted or referenced from the TRS,
or portions thereof, that was prepared by the undersigned, that the undersigned supervised the preparation of and/or that was reviewed and approved by the undersigned, that is included or incorporated by reference in the Form 10-K and
Registration Statements.
|
Dated:
|
February 19, 2025
|
By:
|
/s/ Steven Klohn
|
Name:
|
Steven Klohn
|
Title:
|
Director, Technical Services of Ausenco Engineering Canada ULC
|
e) |
The filing of the Technical Report Summary, effective December 31, 2024, with respect to the Las Chispas Operation complex (the “TRS”)
as an exhibit to the annual report on Form 10-K for Coeur Mining, Inc. for the fiscal year ended December 31, 2024 (the “Form 10-K”);
|
f) |
The incorporation by reference of the TRS in the Registration Statements on Form S-8 (Nos. 033-60163, 033-72524, 333-112253, 333-125903, 333-166907, 333-204142, 333-224751 and 333-256016)
and Form S-3 (Nos. 333-284568) (the “Registration Statements”);
|
g) |
The use of and references to the undersigned’s name, including the undersigned’s status as an expert or “Qualified Person” (as defined in Subpart 1300 of Regulation S-K promulgated by the
U.S. Securities and Exchange Commission) in connection with Sections 1.1, 1.14, 1.15, 1.17, 1.18, 1.19, 2, 15, 16, 18, 19, 20, 21, 22.9, 22.10, 22.12, 22.13, 22.14.1.5, 22.14.2.7, 23.1, 25.1, 25.4, 25.5 of the TRS and corresponding
disclosures in the Form 10-K and Registration Statements; and
|
h) |
Any extracts or summaries of the TRS included or incorporated by reference in the Form 10-K and Registration Statements, and any information derived, summarized, quoted or referenced from
the TRS, or portions thereof, that was prepared by the undersigned, that the undersigned supervised the preparation of and/or that was reviewed and approved by the undersigned, that is included or incorporated by reference in the Form 10-K
and Registration Statements.
|
Dated:
|
February 19, 2025
|
By:
|
/s/ Christopher Pascoe
|
Name:
|
Christopher Pascoe, RM SME
|
i) |
The filing of the Technical Report Summary, effective December 31, 2024, with respect to the Las Chispas Operation complex (the “TRS”)
as an exhibit to the annual report on Form 10-K for Coeur Mining, Inc. for the fiscal year ended December 31, 2024 (the “Form 10-K”);
|
j) |
The incorporation by reference of the TRS in the Registration Statements on Form S-8 (Nos. 033-60163, 033-72524, 333-112253, 333-125903, 333-166907, 333-204142, 333-224751 and 333-256016)
and Form S-3 (Nos. 333-284568) (the “Registration Statements”);
|
k) |
The use of and references to the undersigned’s name, including the undersigned’s status as an expert or “Qualified Person” (as defined in Subpart 1300 of Regulation S-K promulgated by the
U.S. Securities and Exchange Commission) in connection with Sections 1.1, 1.11, 1.12, 2, 12, 13, 22.6, 22.7, 22.14.1.4, 22.14.2.3, 22.14.2.4, 22.14.2.5, 23.4, 23.5 of the TRS and corresponding disclosures in the Form 10-K and Registration
Statements; and
|
l) |
Any extracts or summaries of the TRS included or incorporated by reference in the Form 10-K and Registration Statements, and any information derived, summarized, quoted or referenced from
the TRS, or portions thereof, that was prepared by the undersigned, that the undersigned supervised the preparation of and/or that was reviewed and approved by the undersigned, that is included or incorporated by reference in the Form 10-K
and Registration Statements.
|
Dated:
|
February 19, 2025
|
By:
|
/s/ Joseph Wallick
|
Name:
|
Joseph Wallick, P.Eng
|
m) |
The filing of the Technical Report Summary, effective December 31, 2024, with respect to the Las Chispas Operation complex (the “TRS”) as
an exhibit to the annual report on Form 10-K for Coeur Mining, Inc. for the fiscal year ended December 31, 2024 (the “Form 10-K”);
|
n) |
The incorporation by reference of the TRS in the Registration Statements on Form S-8 (Nos. 033-60163, 033-72524, 333-112253, 333-125903, 333-166907, 333-204142, 333-224751 and 333-256016) and Form
S-3 (Nos. 333-284568) (the “Registration Statements”);
|
o) |
The use of and references to the undersigned’s name, including the undersigned’s status as an expert or “Qualified Person” (as defined in Subpart 1300 of Regulation S-K promulgated by the U.S.
Securities and Exchange Commission) in connection with Sections 1.1, 1.2, 1.3, 1.4, 1.5, 1.6, 1.7, 1.8 1.10, 2, 3, 4, 5, 6, 7, 8, 9.1, 9.2, 9.4, 11, 22.2, 22.3, 22.4, 22.14.1.1, 22.14.2.1, 22.14.2.2, 22.14.1.3, 23.2, 23.3, 24, 25.2 of the
TRS and corresponding disclosures in the Form 10-K and Registration Statements; and
|
p) |
Any extracts or summaries of the TRS included or incorporated by reference in the Form 10-K and Registration Statements, and any information derived, summarized, quoted or referenced from the TRS,
or portions thereof, that was prepared by the undersigned, that the undersigned supervised the preparation of and/or that was reviewed and approved by the undersigned, that is included or incorporated by reference in the Form 10-K and
Registration Statements.
|
Dated:
|
February 19, 2025
|
By:
|
/s/ Eugene Puritch
|
Name:
|
Eugene Puritch, P.Eng., FEC, CET
|
Title:
|
President & Principal Mining Engineer of P&E Mining Consultants, Inc.
|
![]() |
![]() |
![]() |
Las Chispas Operation
S-K 1300 Technical Report Summary
Sonora, Mexico
Effective Date: December 31, 2024 Prepared for:
Coeur Mining, Inc.
200 South Wacker Drive, Suite 2100
Chicago, IL 60606 USA
Prepared by:
Ausenco Engineering Canada ULC
1050 West Pender Street, Suite 1200
Vancouver, British Columbia V6E 3S7 Canada
![]() |
QP Name or Company
|
Responsible for the Following Sections
|
Signature
|
Date
|
||
Ausenco Engineering Canada ULC
|
1.9,1.13,1.16,2,9.3,10,14,17,22.5,22.8,22.11,22.14.1.2, 22.14.2.5, 23.6, 24
|
“Signed”
|
|||
Christopher Pascoe, RM SME
|
1.1,1.14,1.15,1.17,1.18,1.19,2,15,16,18,19,20,21,22.1, 22.9, 22.10, 22.12, 22.13, 22.14.1.5, 22.14.2.6, 22.14.2.7, 23.1, 24, 25
|
“Signed”
|
|||
Joseph Wallick, P.Eng
|
1.11,1.12,2,12,13,22.6,22.7,22.14.1.4, 22.14.2.4, 22.14.2.5,23.5, 24
|
“Signed”
|
|||
P&E Mining Consultants, Inc.
|
1.2,1.3,1.4,1.5,1.6,1.7,1.8 1.10, 3, 4, 5, 6, 7, 8, 9.1, 9.2, 9.4, 11, 22.2,22.3,22.4,22.14.1.1, 22.14.1.3, 22.14.1.4, 22.14.2.1, 22.14.2.2, 22.14.2.3, 23.2, 23.3, 23.4, 24
|
“Signed”
|
1
|
EXECUTIVE SUMMARY
|
1
|
||
1.2
|
Introduction
|
1
|
||
1.3
|
Project Setting
|
1
|
||
1.4
|
Property Description and Location
|
2
|
||
1.5
|
History
|
3
|
||
1.6
|
Geology and Mineralization
|
3
|
||
1.7
|
Exploration and Sampling
|
4
|
||
1.8
|
Drilling and Sampling
|
5
|
||
1.9
|
Data Verification
|
7
|
||
1.10
|
Metallurgical Testwork
|
8
|
||
1.11
|
Mineral Resource Estimate
|
8
|
||
1.12
|
Mineral Reserve Estimate
|
11
|
||
1.11.1
|
Estimation Methodology
|
11
|
||
1.11.2
|
Mineral Reserve Statement
|
12
|
||
1.11.3
|
Factors that May Affect the Mineral Reserve Estimate
|
13
|
||
1.13
|
Mining Methods
|
13
|
||
1.14
|
Recovery Methods
|
14
|
||
1.15
|
Project Infrastructure
|
16
|
||
1.14.1
|
Introduction
|
16
|
||
1.14.2
|
Waste Rock Storage Facility
|
19
|
||
1.14.3
|
Ore Stockpiles
|
19
|
||
1.14.4
|
Filtered Tailings Storage Facility
|
19
|
||
1.14.5
|
Power and Fuel
|
19
|
||
1.14.6
|
Camp
|
19
|
||
1.14.7
|
Water Management
|
20
|
||
1.16
|
Market Studies and Contracts
|
20
|
||
1.17
|
Environmental Studies, Permitting and Social or Community Impact
|
21
|
||
1.16.1
|
Environmental Considerations
|
21
|
||
1.16.2
|
Permitting Considerations
|
21
|
||
1.16.3
|
Environmental Management Plans
|
22
|
||
1.16.4
|
Waste Considerations
|
22
|
||
1.16.5
|
Social and Community Considerations
|
22
|
||
1.16.6
|
Closure Considerations
|
23
|
||
1.18
|
Sustaining Capital and Operating Costs
|
23
|
4.3.1
|
Water Supply
|
42
|
||
4.3.2
|
Community Services
|
46
|
||
|
4.3.3
|
Infrastructure
|
46
|
|
4.3.4
|
Power
|
46
|
||
4.4
|
Physiography
|
47
|
||
4.5
|
Sufficiency of Surface Rights
|
47
|
||
5
|
HISTORY | 48 | ||
5.1
|
Regional History
|
48
|
||
5.2
|
Property Exploration and Production History
|
48
|
||
5.2.1
|
1800s and Early 1900s
|
48
|
||
5.2.2
|
Mid- to Late-1900s to Early-2000s
|
49
|
||
5.2.3
|
Minefinders Corporation Ltd. (2008 to 2011)
|
50
|
||
6
|
GEOLOGICAL SETTING, MINERALIZATION and Deposit
|
52 | ||
6.1
|
Regional Geology
|
52
|
||
6.2
|
Local Geology
|
55
|
||
6.2.1
|
Lithologies
|
55
|
||
|
6.2.2
|
Geochemistry
|
58
|
|
|
6.2.3
|
Alteration
|
62
|
|
|
6.2.4
|
Mineralization
|
62
|
|
|
6.2.5
|
Structural Geology
|
66
|
|
|
6.2.6
|
Deposits and Mineral Occurrences
|
69
|
|
6.3
|
Deposit Types
|
93
|
||
6.3.1
|
Low Sulfidation Epithermal
|
93
|
||
6.3.2
|
Intermediate Sulfidation Epithermal
|
95
|
||
7
|
EXPLORATION
|
97 | ||
7.1
|
Introduction
|
97
|
||
7.2
|
Underground Exploration at Las Chispas Historical Mine
|
98
|
||
7.2.1
|
Underground Surveying for the Historical Las Chispas Mine
|
102
|
||
7.3
|
Surface Exploration
|
103
|
||
7.3.1
|
Surface Mapping
|
106
|
||
7.4
|
Underground Channel Sampling in the Babicanora Area
|
108
|
||
|
7.4.1 |
Underground Channel Sample Collection for Grade Control and Mineral Resource Estimation in Babicanora Mine
|
109
|
|
7.5
|
Aerial Drone Topographic, Underground Exploration and Drill Hole Surveys
|
118
|
||
7.6
|
Airborne Geophysics
|
118
|
||
7.7
|
Intrusive Age Dating
|
118
|
||
7.8
|
Drilling
|
118
|
11.2
|
Database
|
188
|
||
11.3
|
Data Verification
|
192
|
||
11.4
|
Domain Interpretation
|
192
|
||
11.5
|
Rock Code Determination
|
195
|
||
11.6
|
Wireframe Constrained Assays
|
197
|
||
11.7
|
Compositing and Capping
|
202
|
||
11.8
|
Capping Strategy
|
207
|
||
11.9
|
Variography
|
219 | ||
11.10
|
In-situ Bulk Density
|
219
|
||
11.11
|
Block Modelling
|
219
|
||
11.12
|
Mineral Resource Classification
|
238
|
||
11.13
|
AgEq Cut-off Value Calculation
|
238 | ||
11.14
|
Las Chispas Operation Mineral Resource Estimate
|
238 | ||
11.15
|
Model Validation
|
239
|
||
11.16
|
Potential Risks in Developing the Mineral Resource
|
246 | ||
11.17
|
Mineral Resource Estimate Conclusion
|
246
|
||
12
|
MINERAL RESERVE ESTIMATE
|
247 | ||
12.1
|
Introduction
|
247 | ||
12.2
|
Development of Mining Cases
|
247 | ||
12.3
|
Designs
|
247 | ||
12.4
|
Input Assumptions
|
254 | ||
12.5
|
Ore Loss and Dilution
|
254 | ||
12.6
|
Commodity Prices
|
256 | ||
12.7
|
Mineral Reserve Statement
|
256 | ||
12.8
|
Uncertainties (Factors) That May Affect the Mineral Reserve Estimate
|
257 | ||
13
|
MINING METHODS
|
259 | ||
13.1
|
Introduction
|
259 | ||
13.2
|
Geotechnical Considerations
|
259 | ||
|
13.2.1
|
Babicanora
|
260 | |
13.3
|
Hydrogeological Considerations
|
261 | ||
|
13.3.1
|
Babicanora
|
261 | |
|
13.3.2
|
Las Chispas
|
261 | |
13.4
|
Operations
|
261 | ||
|
13.4.1
|
Babicanora
|
261 | |
|
13.4.2
|
Las Chispas
|
262 | |
13.5
|
Backfill
|
263 | ||
13.6
|
Ventilation
|
263 |
|
13.6.1
|
Babicanora
|
263
|
|
|
13.6.2
|
Las Chispas
|
264 | |
13.7
|
Blasting and Explosives
|
264 | ||
13.8
|
Underground Sampling and Production Monitoring
|
264 | ||
13.9
|
Infrastructure Facilities
|
264 | ||
13.10
|
Production Schedule
|
265 | ||
13.11
|
Equipment
|
266 | ||
13.12
|
Personnel
|
267 | ||
14 |
RECOVERY METHODS
|
268 | ||
14.1
|
Process Design
|
268 | ||
14.2
|
Selected Process Flowsheet
|
269 | ||
14.3
|
Key Process Design Criteria
|
271 | ||
14.4
|
Unit Process Description
|
273
|
||
|
14.4.1
|
Crushing Area
|
273 | |
|
14.4.2
|
Grinding Circuit
|
274
|
|
|
14.4.3
|
Bulk Rougher Flotation
|
274 | |
|
14.4.4
|
Cyanide Leach
|
275 | |
|
14.4.5
|
CCD Circuit and Pre-Clarifier
|
277 | |
|
14.4.6
|
Merrill Crowe Circuit
|
277
|
|
|
14.4.7
|
Doré Room
|
279 | |
|
14.4.8
|
Cyanide Detoxification
|
280 | |
|
14.4.9
|
Final Tailings Dewatering and Disposal
|
280 | |
|
14.4.10
|
Reagent Handling and Storage
|
281 | |
14.5
|
Plant Services
|
283 | ||
|
14.5.1
|
Fresh Water, Raw Water, Fire Water and Potable Water
|
283 | |
|
14.5.2
|
Process Water and Barren Solution
|
283 | |
|
14.5.3
|
Oxygen Plant
|
284 | |
|
14.5.4
|
Electrical Power
|
284 | |
|
14.5.5
|
High Pressure and Low Pressure Air
|
284 | |
|
14.5.6
|
Instrumentation and Process Control
|
284 | |
|
14.5.7
|
Sampling and Quality Control
|
285 | |
14.6
|
QP Comments on Recovery Methods
|
285 | ||
15 |
INFRASTRUCTURE
|
286 | ||
15.1
|
Introduction
|
286 | ||
15.2
|
Roads
|
288 | ||
15.3
|
Camps
|
288
|
||
|
15.3.1
|
Accommodation Camp | 288 |
15.4
|
Fuel Storage
|
288 | ||
15.5
|
Power Line
|
288 | ||
15.6
|
Power Distribution and Emergency Power
|
289 | ||
15.7
|
Site Communications
|
289 | ||
15.8
|
Fire Protection
|
290
|
||
15.9
|
Sewage System
|
290 | ||
15.10
|
Hazardous Waste Interim Storage Facility
|
290 | ||
15.11
|
Plant Nursery
|
290
|
||
15.12
|
Nuclear Devices Storage Facility
|
290 | ||
15.13
|
Mine Related Infrastructure
|
290 | ||
|
15.13.1
|
Waste Rock Storage Facilities
|
290 | |
|
15.13.2
|
Ore Stockpiles
|
291
|
|
|
15.13.3
|
Blend Fingers
|
291 | |
15.14
|
Site Roads
|
291 | ||
15.15
|
Warehouse
|
291 | ||
|
15.15.1
|
Main Offices
|
291 |
|
|
15.15.2
|
Process Plant Offices
|
291 | |
|
15.15.3
|
Metallurgical Lab
|
292 | |
|
15.15.4
|
Other Offices
|
292 | |
|
15.15.5
|
Site Clinic
|
292 | |
15.16
|
Process Area
|
292 | ||
|
15.16.1
|
Primary Crushing
|
292 | |
|
15.16.2
|
Process Plant
|
292 | |
|
15.16.3
|
Doré Room
|
293 | |
|
15.15.4
|
Reagent Storage Facilities
|
293
|
|
15.17
|
Water Management
|
293
|
||
|
15.17.1
|
Key Facilities
|
293 | |
|
15.17.2
|
Water Balance
|
294 | |
15.18
|
Filtered Tailings Storage Facility
|
295
|
||
|
15.18.1
|
Overview
|
295
|
|
|
15.18.2
|
Geotechnical Characterization of Tailings
|
296 | |
|
15.18.3
|
Geotechnical Analyses
|
296 | |
|
15.18.4
|
Infiltration Analyses
|
297 | |
|
15.18.5
|
Geotechnical Stability Analyses
|
297
|
|
|
15.18.6
|
Key FTSF Design Elements
|
297
|
|
|
15.18.7
|
Non-Contact Surface Water Diversion Systems
|
298 | |
|
15.18.8
|
FTSF Foundation
|
298
|
|
|
15.18.9
|
Contact Water Subdrain System Installation
|
298 |
|
15.18.10
|
Contact Water Collection Ponds
|
298 | |
|
15.18.11
|
Starter Buttress
|
298 | |
|
15.18.12
|
Filtered Tailings
|
299 | |
|
15.18.13
|
Coarse Graded Filtered Tailings Cover
|
299
|
|
|
15.18.14
|
FTSF Construction
|
299 | |
|
15.18.15
|
Contact Water Collector Channels and Collection/Storage Ponds
|
300 | |
|
15.18.16
|
Surface Water Monitoring
|
300 | |
|
15.18.17
|
Groundwater Monitoring
|
300 | |
15.19
|
Off-Site Facilities
|
300 | ||
|
15.19.1
|
Assay Laboratory
|
300 | |
16 |
MARKET STUDIES AND CONTRACTS
|
301 |
||
16.1
|
Market Studies
|
301 | ||
16.2
|
Refining Terms and Conditions
|
302 | ||
16.3
|
Metal Pricing
|
302 | ||
16.4
|
Contracts
|
302 | ||
16.5
|
Deleterious Elements
|
302 | ||
16.6
|
Comments on Market Studies and Contracts
|
302 | ||
17 |
ENVIRONMENTAL STUDIES, PERMITTING, AND SOCIAL OR COMMUNITY IMPACT
|
303 | ||
17.1
|
Environmental Review
|
303
|
||
|
17.1.1
|
Baseline and Supporting Studies
|
303 | |
|
17.1.2
|
Geochemistry
|
304 | |
|
17.1.3
|
Environmental Liabilities
|
305 | |
17.2
|
Permitting
|
305
|
||
|
17.2.1
|
Overview
|
305
|
|
|
17.2.2
|
Permits to Support Construction and Operations
|
305 | |
17.3
|
Mining Waste and Water Management
|
311
|
||
|
17.3.1
|
Waste Rock and Tailings Management
|
311
|
|
|
17.3.2
|
Water Management
|
311
|
|
17.4
|
Social and Community Requirements
|
311
|
||
|
17.4.1
|
Population and Demographics
|
311 | |
|
17.4.2
|
Local Hiring, Procurement and Sponsorship
|
312 | |
|
17.4.3
|
Community Engagement and Relationship Management
|
312 | |
|
17.4.4
|
Stakeholder Identification and Materiality Analysis
|
314 | |
|
17.4.5
|
Disclosure of Socioeconomic Risk
|
315 | |
|
17.4.6
|
Indigenous Communities
|
315
|
|
17.5
|
Closure Considerations
|
315 | ||
|
17.5.1
|
Conceptual Closure Plan
|
315 |
|
17.5.2
|
Closure and Reclamation Areas
|
316
|
|
|
17.5.3
|
Conceptual FTSF Closure
|
317 | |
17.6
|
QP Statement
|
317 | ||
18 |
CAPITAL AND OPERATING COSTS
|
318 | ||
18.1
|
Sustaining Capital Costs
|
318 | ||
|
18.1.1
|
Underground Mine Development
|
318 | |
18.1.2
|
Underground Mine Infrastructure
|
319 | ||
|
18.1.3
|
Process Plant, G&A, and Other Sustaining Capital
|
319
|
|
18.2
|
Reclamation and Closure Cost Estimate
|
319 | ||
18.3
|
Operating Cost Estimate
|
319 | ||
|
18.3.1
|
Basis of Operating Cost Estimate
|
320 | |
|
18.3.2
|
Mining Operating Cost Estimate
|
320 | |
|
18.3.3
|
Process Operating Cost Estimate
|
321 | |
|
18.3.4
|
General and Administrative Operating Cost Estimate
|
322 | |
18.4
|
QP Statement
|
323 | ||
19 |
ECONOMIC ANALYSIS
|
324 | ||
19.1
|
Forward-Looking Information Cautionary Statements
|
324 | ||
19.2
|
Methodology
|
325 | ||
19.3
|
Financial Model Parameters and Assumptions
|
325 | ||
|
19.3.1
|
Mineral Resources, Mineral Reserves and Production Schedule
|
325 | |
|
19.3.2
|
Metallurgical Recoveries
|
326 | |
|
19.3.3
|
Freight, Smelting and Refining
|
326 | |
|
19.3.4
|
Metal Prices
|
326 | |
|
19.3.5
|
Operating Costs
|
327 | |
|
19.3.6
|
Capital Costs
|
327 | |
|
19.3.7
|
Royalty
|
328 | |
|
19.3.8
|
Working Capital
|
328 | |
|
19.3.9
|
Taxes and Government Royalties
|
328 | |
|
19.3.10
|
Closure Costs and Salvage Values
|
329 | |
|
19.3.11
|
Financing and Inflation
|
329
|
|
19.4
|
Financial Results
|
329 | ||
19.5
|
Sensitivity Analysis
|
331 | ||
19.6
|
Gold and Silver Price Scenarios
|
332 | ||
20 |
ADJACENT PROPERTIES
|
333 | ||
20.1
|
Nearby Properties and Operating Mines
|
333 | ||
20.2
|
Comment on Adjacent Properties
|
333 |
21 |
OTHER RELEVANT DATA AND INFORMATION
|
334 | ||
22
|
INTERPRETATION AND CONCLUSIONS
|
335 | ||
22.1
|
Introduction
|
335 | ||
22.2
|
Mineral Tenure, Surface Rights, Water Rights, Royalties and Agreements
|
335 | ||
22.3
|
Geology and Mineralization
|
335 | ||
22.4
|
Exploration, Drilling and Analytical Data Collection in Support of Mineral Resource Estimation
|
336 | ||
22.5
|
Mineral Processing and Metallurgical Testing
|
336
|
||
22.6
|
Mineral Reserve Estimate
|
336
|
||
22.7
|
Mining Methods
|
337 | ||
|
22.7.1
|
Geotechnical Considerations
|
337
|
|
|
22.7.2
|
Hydrological Considerations
|
337 | |
|
22.7.3
|
Mining Methods
|
338 | |
22.8
|
Recovery Methods
|
338 | ||
22.9
|
Project Infrastructure
|
338 | ||
22.10
|
Markets and Contracts
|
339 | ||
22.11
|
Environmental Studies, Permitting and Social Considerations
|
339
|
||
|
22.11.1
|
Environmental Considerations
|
339 | |
|
22.11.2
|
Permitting Considerations
|
339 | |
|
22.11.3
|
Closure and Reclamation
|
340 | |
|
22.11.4
|
Social Considerations
|
340
|
|
22.12
|
Capital and Operating Costs
|
340
|
||
|
22.12.1
|
Sustaining Capital Cost Estimates
|
340
|
|
|
22.12.2
|
Reclamation and Closure Cost Estimates
|
341
|
|
|
22.12.3
|
Operating Cost Estimate
|
341 | |
22.13
|
Economic Analysis
|
341 | ||
22.14
|
Risks and Opportunities
|
342
|
||
|
22.14.1
|
Risks
|
342 | |
22.14.2
|
Opportunities
|
343 | ||
23 |
RECOMMENDATIONS
|
347 | ||
23.1
|
Introduction
|
347 | ||
23.2
|
Exploration at Las Chispas
|
347 | ||
23.3
|
QA/QC
|
348 | ||
23.4
|
Mineral Resource Estimation
|
348 | ||
23.5
|
Mine Design
|
348 | ||
23.6
|
Metallurgy and Process Recovery
|
349 |
24
|
REFERENCES
|
350 | ||
25
|
RELIANCE ON INFORMATION PROVIDED BY THE REGISTRANT
|
354 | ||
25.1
|
Introduction
|
354
|
||
25.2
|
Legal Matters
|
354 | ||
25.3
|
Environmental Matters and Community Accommodations
|
354
|
||
|
25.3.1
|
Market Information
|
355
|
|
|
25.3.2
|
Taxation
|
355
|
Table 1‑1:
|
Summary of Gold and Silver Measured, Indicated and Inferred Mineral Resource Statement as at December 31, 2024 (Based on US$2,100/oz gold price and US$27/oz silver price)(1-10)
|
11
|
Table 1‑2:
|
Summary of Gold and Silver Proven and Probable Mineral Reserve Statement as at December 31, 2024 (based on US$1,800/oz gold price and US$20/oz silver price) (1-4)
|
13
|
Table 1‑3:
|
Gold and Silver Price Assumptions for Mineral Reserves and Mineral Resources
|
20
|
Table 1‑4:
|
LOM Sustaining Capital Cost Summary ($M)
|
23
|
Table 1‑5:
|
Operating Cost Summary
|
24
|
Table 1‑6:
|
Economic Analysis Summary
|
25
|
Table 1‑7:
|
Summary of Budget for Recommended Phase 1 and Phase 2
|
26
|
Table 2‑1:
|
Unit Abbreviations
|
29
|
Table 2‑2:
|
Name Abbreviations
|
30
|
Table 2‑3:
|
Definitions
|
33
|
Table 3‑1:
|
Mineral Concessions of the Las Chispas Operations Property1
|
38
|
Table 5‑1:
|
Las Chispas Mine Production, 1908 to 1911 (Dufourcq 1910)
|
49 |
Table 5‑2:
|
Espíritu Santo Mine Production, 1934 (Mulchay, 1935)
|
49 |
Table 5‑3:
|
Summary of Minefinders 2011 RC Drill Program
|
51
|
Table 6‑1:
|
Correlation Coefficient Table, Anomalous Values Highlighted, >0.25 and <0.25 (January 2018)
|
60
|
Table 6‑2:
|
Basic Statistics for Trace Elements (January 2018)
|
61
|
Table 7‑1:
|
Las Chispas Vein – Significant Channel Sampling Results Before February 2019
|
100 |
Table 7‑2:
|
Las Chispas Area, Other Vein Targets – Significant Channel Sampling Results Before February 2019
|
100 |
Table 7‑3:
|
Historical Babicanora Main Vein, Other Vein Targets – Significant Channel Sampling Results Before February 2019
|
101
|
Table 7‑4:
|
List of Surface Historical Stockpiles (Dumps, Muck and Tailing) Mapped in the Las Chispas Operation Area
|
104 |
Table 7‑5:
|
Summary of Channel Samples by Vein and Level as of June 30, 2022
|
110
|
Table 7‑6:
|
Summary of Drilling Meters and Drill Core Sampling Completed to October 31, 2024*
|
119
|
Table 8‑1:
|
Summary of Bulk Density Measurements at Las Chispas Operation
|
136
|
Table 8‑2:
|
Standards Expected Au and Ag Values and the Failure Rates for January 2020 to June 2022 Drilling
|
144
|
Table 8‑3:
|
Standards Expected Au and Ag Values and the Failure Rates for Jan 2020 to Jun 2022 Drilling
|
145
|
Table 8‑4:
|
Standards Expected Au and Ag Values and the Failure Rates for SGS-Arizpe, April to June, 2022
|
145
|
Table 8‑5:
|
Standards Expected Au and Ag Values and the Failure Rates for Jul 2022 to Oct 2024 Definition Drilling
|
147
|
Table 8‑6:
|
Standards Expected Au and Ag Values and the Failure Rates for Jul 2022 to Oct 2024 Exploration Drilling
|
156
|
Table 8‑7:
|
Standards Expected Au and Ag Values and the Failure Rates for SGS-Arizpe, July 2022 to October 2024 Underground Channel Sampling
|
167
|
Table 10‑1:
|
Forecast Life of Mine Average Au and Ag Recovery
|
187
|
Table 11‑1:
|
Drillhole Database Summary
|
188
|
Table 11‑2:
|
Las Chispas Assay Database Summary
|
191
|
Table 11‑3:
|
Rock Codes Used for the Mineral Resource Estimate
|
195
|
Table 11‑4:
|
Basic Statistics of All Assays Constrained Within Clipped Vein Wireframes
|
197
|
Table 11‑5:
|
Basic Statistics of Composites Constrained Within Clipped Vein Wireframes
|
203
|
Table 11‑6:
|
Gold Grade Capping
|
209
|
Table 11‑7:
|
Silver Grade Capping
|
214
|
Table 11‑8:
|
Block Models Definitions
|
220
|
Table 11‑9:
|
Block Model Grade Interpolation Parameters for the Babicanora Area (11 pages)
|
221
|
Table 11‑10:
|
Mineral Resource Estimate (1-10)
|
237
|
Table 11‑11:
|
Average Grade Comparison of the Block Models of the Main Veins by Software Type
|
238
|
Table 11‑12:
|
Risks by Category
|
244
|
Table 12‑1:
|
Input Parameters to Cut-off Grade Determination, Mineral Reserves
|
253
|
Table 12‑2:
|
Dilution Factors
|
254
|
Table 12‑3:
|
Mineral Reserve Estimate
|
255
|
Table 13‑1:
|
Production Schedule
|
263
|
Table 13‑2:
|
Underground Equipment
|
264
|
Table 14‑1:
|
Process Design Criteria
|
268
|
Table 14‑2:
|
Summary of Reagent Used in the Process Plant
|
279
|
Table 17‑1:
|
Baseline and Supporting Studies
|
300 |
Table 17‑2:
|
Key Permit List
|
303
|
Table 17‑3:
|
Current Permits and Validity
|
304
|
Table 17‑4:
|
Source of Employment
|
309
|
Table 18‑1:
|
Sustaining Capital Costs for the LOM ($M)
|
315
|
Table 18‑2:
|
Underground Capital Development Schedule – Lateral and Vertical
|
315
|
Table 18‑3:
|
Operating Cost Summary
|
316 |
Table 18‑4:
|
Mining Costs by Activity
|
318 |
Table 18‑5:
|
LOM Process Operating Cost Breakdown
|
319
|
Table 18‑6:
|
General and Administrative (G&A) Costs for the LOM
|
319
|
Table 19‑1:
|
LOM Processing Recoveries
|
323
|
Table 19‑2:
|
Metal Price Assumptions
|
323
|
Table 19‑3:
|
LOM Operating Costs
|
324
|
Table 19‑4:
|
Sustaining Capital Cost
|
325
|
Table 19‑5:
|
Economic Analysis Summary
|
326
|
Table 19‑6:
|
Cost Summary
|
328
|
Table 19‑7:
|
Post-Tax NPV($M) Sensitivities (base-case is bolded)
|
329 |
Table 19‑8:
|
Economic Results for Different Metal Price Scenarios
|
329
|
Table 22‑1:
|
LOM Sustaining Capital Cost Estimates ($M)
|
338 |
Table 22‑2:
|
Operating Cost Summary
|
338 |
Table 23‑1:
|
Summary of Budget for Recommended Exploration and Development Activities
|
344
|
Figure 1‑1:
|
Overall Process Design
|
16
|
Figure 1‑2:
|
Site Layout
|
18
|
Figure 3‑1:
|
View Across the Las Chispas Property (View Looking Eastwards)
|
35
|
Figure 3‑2:
|
Regional Location Map of the Las Chispas Property
|
36
|
Figure 3‑3:
|
General Map Showing Mineral Concessions and Surface Rights for Las Chispas Property
|
37
|
Figure 4‑1
|
Tetuachi Bridge
|
41
|
Figure 4‑2:
|
Water Distribution Tank Located Near the Main Office
|
43
|
Figure 4‑3:
|
Sonora River Pumping Station
|
44
|
Figure 4‑4:
|
North Pond
|
45
|
Figure 4‑5:
|
West Pond
|
45
|
Figure 4‑6:
|
Emergency Pond
|
46
|
Figure 6‑1:
|
Regional Geology Showing Major Graben of the Rio Sonora and Continuous Normal Fault between Santa Elena and Las Chispas
|
54
|
Figure 6‑2:
|
Stratigraphic Column for Las Chispas Property
|
56
|
Figure 6‑3:
|
Las Chispas District Geology Map
|
57
|
Figure 6‑4:
|
Las Chispas District Cross Section
|
58
|
Figure 6‑5:
|
Thin Section of Gold and Silver Emplacement at Las Chispas
|
63
|
Figure 6‑6:
|
Breccias at Las Chispas
|
64
|
Figure 6‑7:
|
Laminated (Banded) Vein Style Mineralization Along Las Chispas Vein, Tip of Rock Hammer Shown on Upper Left (Near SilverCrest Sample 2277908,1.04 g/t Au and 197 g/t Ag over 1.33 m)
|
65
|
Figure 6‑8:
|
Breccia Style Mineralization Along Las Chispas Vein (Base of Las Chispas Gallery near SilverCrest Sample 617179 2.34 g/t Au and 344 g/t Ag)
|
66
|
Figure 6‑9:
|
Overview of the Las Chispas and Babicanora Area Veins
|
67
|
Figure 6‑10:
|
3D View of Babicanora Area with Veins
|
68
|
Figure 6‑11:
|
High Grade (>500 g/t AgEq) Drill Hole Pierce Points for the Babicanora Veins
|
68
|
Figure 6‑12:
|
Plan View of Geographical Mapping at the Babicanora Area
|
70
|
Figure 6‑13:
|
Babicanora Main Vein Longitudinal Section
|
71
|
Figure 6‑14:
|
Vertical Cross Section through Las Chispas Operation Veins, (looking northwest)
|
71
|
Figure 6‑15:
|
A. Sinter Lamina, B. Quartz Replacement of Bladed Calcite with Minor Amethyst, C. Massive Chalcedonic Quartz
|
73
|
Figure 6‑16:
|
Babicanora Thin Section with Gold and Argentite
|
74
|
Figure 6‑17:
|
Babicanora Vein Textures
|
74
|
Figure 6‑18:
|
Drill Hole BA17-51 (Discovery Hole for Area 51 Zone); from 265.9 to 269.2 m, 3.3 m (3.1 m True Thickness) Grading 40.45 g/t Au and 5,375 g/t Ag, with Hematite Breccias, Coarse Banded Argentite, Native Silver,
Electrum, and Native Gold.
|
75
|
Figure 6‑19:
|
Babicanora Vein Intercepted by Santa Rosa Decline in June 2019
|
76
|
Figure 6‑20:
|
Underground Plan Map of Babicanora Main Vein, Area 51 Zone, Level 1111 (masl)
|
77
|
Figure 6‑21:
|
Babicanora Main Vein, Area 51 Zone, Face Map of Vein with Fault Zone (looking northwest)
|
78
|
Figure 6‑22:
|
Drill Hole BAN18-10, From 93.0 to 95.5 m Grading 61.36 g/t Au and 2,834 g/t Ag with Visible Argentite, Pyrargyrite, Electrum, Native Silver, and Native Gold
|
79
|
Figure 6‑23:
|
Location of Babicanora Norte Vein, Area 200 Zone
|
80
|
Figure 6‑24:
|
Long Section of the Babicanora Norte Vein
|
80
|
Figure 6‑25:
|
Longitudinal Section of the Babicanora Norte Vein Area 200
|
81
|
Figure 6‑26:
|
Drill Hole BAS22-209, from 159.00 to 160.45 m at 1.0 m (True Thickness) Grading 38.12 g/t Au and 165.0 g/t Ag
|
82
|
Figure 6‑27:
|
Long Section of the Babicanora Sur Vein
|
82
|
Figure 6‑28:
|
Long Section of the Babi Vista Vein
|
84
|
Figure 6‑29:
|
Drill Hole LC17-45; from 159.6 to 161.9 m at 2.3 m (1.9 m True Thickness) Grading 50.56 g/t Au and 5,019 g/t Ag with Coarse Argentite and Electrum
|
85
|
Figure 6‑30:
|
Plan View of Geological Mapping at the Las Chispas Area
|
87
|
Figure 6‑31:
|
Geological Cross Section through the Las Chispas Property (looking northwest)
|
88
|
Figure 6‑32:
|
Long Section of Las Chispas Vein with Area 118 Zone
|
88
|
Figure 6‑33:
|
William Tell Underground Channel Sample No. 144840 Grading 13.4 g/t Au and 1,560 g/t Ag
|
90
|
Figure 6‑34:
|
William Tell Vein, Drill Hole LC16-03, from 172 to 176 m, 4 m (1.5 m True Thickness) Grading 2.03 g/t Au and 683 g/t Ag
|
90
|
Figure 6‑35:
|
Detailed Low Sulfidation Deposit with Ore, Gangue and Vein Textures with Estimated Location of Las Chispas Epithermal Mineralization
|
95
|
Figure 6‑36:
|
Illustration of Intermediate Sulfidation Hydrothermal Systems
|
96
|
Figure 7‑1:
|
Photos of Las Chispas Underground Rehabilitation Activities
|
99
|
Figure 7‑2:
|
Las Chispas Historical Longitudinal Section Showing the Mine Workings (looking northeast)
|
102
|
Figure 7‑3:
|
Location of Surface Stockpiles and Historical Mine Stockpiles Mapped and Sampled by SilverCrest Phase III Surface Geological Mapping and Lithological Program
|
105
|
Figure 7‑4:
|
Geological Mapping and Lithological Modelling at Las Chispas Operations
|
108
|
Figure 7‑5:
|
Long Section of the Babicanora Main vein showing the channel samples descripted in Table 7-5
|
113
|
Figure 7‑6:
|
Long Section of the Babicanora Norte vein showing the channel samples listed in Table 5-5
|
114
|
Figure 7‑7:
|
Long Section of the Babi Vista vein showing the channel samples descripted in Table 7-5
|
115
|
Figure 7‑8:
|
Location of Las Chispas District Veins, Santa Rosa Decline and Intersection with Babicanora Main Vein
|
116
|
Figure 7‑9
|
Location of Las Chispas District Veins, Santa Rosa Decline and Intersection with Babicanora Main Vein
|
117
|
Figure 7‑10:
|
Las Chispas Drill Program Phase Map & District Veins
|
123
|
Figure 8‑1:
|
Definition Drilling CRM CDN-ME 1805 Analysis for Gold
|
148
|
Figure 8‑2:
|
Definition Drilling CRM CDN-ME-1805 Analysis for Silver
|
148
|
Figure 8‑3:
|
Definition Drilling CRM CDN-ME 2104 Analysis for Gold
|
149
|
Figure 8‑4:
|
Definition Drilling CRM CDN-ME-2104 Analysis for Silver
|
149
|
Figure 8‑5:
|
Definition Drilling CRM CDN-ME 1902 Analysis for Gold
|
150
|
Figure 8‑6:
|
Definition Drilling CRM CDN-ME 1902 Analysis for Silver
|
150
|
Figure 8‑7:
|
Definition Drilling CRM LC-2022-LOW Analysis for Gold
|
151
|
Figure 8‑8:
|
Definition Drilling CRM LC-2022-LOW Analysis for Silver
|
151
|
Figure 8‑9:
|
Definition Drilling CRM LC-2022-MID Analysis for Gold
|
152
|
Figure 8‑10:
|
Definition Drilling CRM LC-2022-MID Analysis for Silver
|
152
|
Figure 8‑11:
|
Definition Drilling CRM LC-2022-HIGH Analysis for Gold
|
153
|
Figure 8‑12:
|
Definition Drilling CRM LC-2022-HIGH Analysis for Silver
|
153
|
Figure 8‑13:
|
Analytical Results for Gold Grades from Definition Drilling QA/QC Blank Sample Insertions
|
154
|
Figure 8‑14:
|
Analytical Results for Silver Grades from Definition Drilling QA/QC Blank Sample Insertions
|
155
|
Figure 8‑15:
|
Exploration Drilling CRM CDN-ME 1805 Analysis, Gold
|
156
|
Figure 8‑16:
|
Exploration Drilling CRM CDN-ME-1805 Analysis for Silver
|
157
|
Figure 8‑17:
|
Exploration Drilling CRM CDN-ME 1902 Analysis for Gold
|
157
|
Figure 8‑18:
|
Exploration Drilling CRM CDN-ME 1902 Analysis for Silver
|
158
|
Figure 8‑19:
|
Exploration Drilling CRM LC-2022-LOW Analysis for Gold
|
158
|
Figure 8‑20:
|
Exploration Drilling CRM LC-2022-LOW Analysis for Silver
|
159 |
Figure 8‑21:
|
Exploration Drilling CRM LC-2022-MID Analysis for Gold
|
159 |
Figure 8‑22:
|
Exploration Drilling CRM LC-2022-MID Analysis for Silver
|
160
|
Figure 8‑23:
|
Exploration Drilling CRM LC-2022-HIGH Analysis for Gold
|
160
|
Figure 8‑24:
|
Exploration Drilling CRM LC-2022-HIGH Analysis for Silver
|
161
|
Figure 8‑25:
|
Analytical Results for Gold Grades from Definition Drilling QA/QC Blank Sample Insertions
|
162
|
Figure 8‑26:
|
Analytical Results for Silver Grades from Definition Drilling QA/QC Blank Sample Insertions
|
162
|
Figure 8‑27:
|
Exploration Drilling Field Duplicate Analytical Results for Gold
|
163
|
Figure 8‑28:
|
Exploration Drilling Field Duplicate Analytical Results for Silver
|
164
|
Figure 8‑29:
|
Exploration Drilling Laboratory Duplicate Analytical Results for Gold
|
165
|
Figure 8‑30:
|
Exploration Drilling Laboratory Duplicate Analytical Results for Silver
|
166
|
Figure 8‑31:
|
Underground Channel Sampling CRM CDN-ME-1805 Analysis for Gold
|
167
|
Figure 8‑32:
|
Underground Channel Sampling CRM CDN-ME-1805 Analysis for Silver
|
168
|
Figure 8‑33:
|
Underground Channel Sampling CRM CDN-ME-1902 Analysis for Gold
|
168
|
Figure 8‑34:
|
Underground Channel Sampling CRM CDN-ME-1902 Analysis for Silver
|
169
|
Figure 8‑35:
|
Underground Channel Sampling CRM LC-2022-LOW Analysis for Gold
|
169
|
Figure 8‑36:
|
Underground Channel Sampling CRM LC-2022-LOW Analysis for Silver
|
170
|
Figure 8‑37:
|
Underground Channel Sampling CRM LC-2022-MID Analysis for Gold
|
170
|
Figure 8‑38:
|
Underground Channel Sampling CRM LC-2022-MID Analysis for Silver
|
171
|
Figure 8‑39:
|
Underground Channel Sampling CRM LC-2022-HIGH Analysis for Gold
|
171
|
Figure 8‑40:
|
Underground Channel Sampling CRM LC-2022-HIGH Analysis for Silver
|
172
|
Figure 8‑41:
|
Analytical Results for Gold Grades from Underground Channel Sampling QA/QC Blank Sample Insertions
|
173
|
Figure 8‑42:
|
Analytical Results for Ag Grades from Underground Channel Sampling QA/QC Blank Sample Insertions
|
173
|
Figure 8‑43:
|
Underground Channel Sampling Field Duplicate Analytical Results for Gold
|
174
|
Figure 8‑44:
|
Underground Channel Sampling Field Duplicate Analytical Results for Silver
|
175
|
Figure 8‑45:
|
Underground Channel Sampling Coarse Reject Duplicate Analytical Results for Gold
|
176
|
Figure 8‑46:
|
Underground Channel Sampling Coarse Reject Duplicate Analytical Results for Silver
|
177
|
Figure 9‑1:
|
March 2022 Site Visit Sample Comparison for Gold
|
180
|
Figure 9‑2:
|
March 2022 Site Visit Sample Comparison for Silver
|
180
|
Figure 9‑3
|
December 2024 Site Visit Sample Comparison for Gold
|
182
|
Figure 9‑4:
|
December 2024 Site Visit Sample Comparison for Silver
|
182
|
Figure 10‑1:
|
2024 Daily Operating Gold Recoveries at Las Chispas
|
184
|
Figure 10‑2:
|
Gold Recovery as a Function of Head Grade
|
185
|
Figure 10‑3:
|
2024 Daily Operating Silver Recoveries as a Function of Time
|
186
|
Figure 10‑4:
|
Silver Recovery as a Function of Head Grade
|
186
|
Figure 11‑1:
|
Babicanora Drill Hole Plan
|
189
|
Figure 11‑2:
|
Las Chispas Drill Hole Plan
|
190
|
Figure 11‑3:
|
Babicanora 3D Domains
|
193
|
Figure 11‑4:
|
Las Chispas 3D Domains
|
194
|
Figure 11‑5:
|
AgEq Longitudinal Projection for BAM
|
231
|
Figure 11‑6:
|
AgEq Longitudinal Projection for BAN_SE
|
232
|
Figure 11‑7:
|
AgEq Longitudinal Projection for BAS_Main
|
233
|
Figure 11‑8:
|
AgEq Longitudinal Projection for BAV
|
234
|
Figure 11‑9:
|
AgEq Longitudinal Projection for LC
|
235
|
Figure 11‑10:
|
Babicanora Main Vein (including BAM_Main, RDCLF and Central) Au and Ag Grade Swath Plot
|
239
|
Figure 11‑11:
|
Babicanora Norte SE Vein Au and Ag Grade Swath Plot
|
240
|
Figure 11‑12:
|
Babicanora Sur Main Vein Au and Ag Grade Swath Plot
|
241
|
Figure 11‑13:
|
Babicanora Vista Main Vein Au and Ag Grade Swath Plot
|
242
|
Figure 11‑14:
|
Las Chispas Main Vein Au and Ag Grade Swath Plot
|
243
|
Figure 12‑1:
|
Deposit Layout Plan
|
246
|
Figure 12‑2:
|
Babicanora Complex Plan View
|
247
|
Figure 12‑3:
|
Babicanora Vein Overview Plan View
|
248
|
Figure 12‑4:
|
Babicanora Looking Northeast
|
249
|
Figure 12‑5:
|
Las Chispas Complex Plan View
|
250
|
Figure 12‑6:
|
Las Chispas Looking Northeast
|
251
|
Figure 13‑1:
|
Las Chispas Final Mine Design Plan View by Vein
|
257
|
Figure 14‑1:
|
Daily Tonnes Processed since January 1, 2024
|
266
|
Figure 14‑2:
|
Overall Process Flow Diagram
|
267
|
Figure 15‑1:
|
Current Site Layout
|
284
|
Figure 16‑1:
|
Gold and Silver Price Assumptions for Mineral Reserves and Mineral Resources
|
298
|
Figure 19‑1:
|
LOM Production Forecast (Moz)
|
322
|
Figure 19‑2:
|
Ore Mining Schedule
|
323
|
Figure 19‑3:
|
After-Tax Cash Flow
|
328
|
Figure 19‑4:
|
Post-Tax NPV Sensitivities
|
329
|
1 |
EXECUTIVE SUMMARY
|
1.2 |
Introduction
|
1.3 |
Project Setting
|
1.4 |
Property Description and Location
|
1.5 |
History
|
1.6 |
Geology and Mineralization
|
1.7 |
Exploration and Sampling
|
1.8 |
Drilling and Sampling
|
1.9 |
Data Verification
|
1.10 |
Metallurgical Testwork
|
1.11 |
Mineral Resource Estimate
|
• |
Ag price: $27/oz (approximate 18-month trailing average as of December 31, 2024)
|
• |
Ag process recovery: 98%
|
• |
Marginal mining cost: $55/t
|
• |
Processing cost: $45/t
|
• |
G&A: $27/t.
|
• |
($45+$45+$27)/($27/31.1035 x 98%) = ~150 g/t AgEq
|
Mineral Resources Exclusive of Mineral Reserves
|
Classification
|
Tonnes
(k)
|
Au
(g/t)
|
Ag
(g/t)
|
Contained Au
(k oz)
|
Contained Ag
(k oz)
|
Silver Equivalent Average Cut-off Grade
(g/t AgEq)
|
Metallurgical Recovery
|
|
Ag (%)
|
Au (%)
|
||||||||
Babicanora Area Veins
|
Measured
|
106
|
10.45
|
1,067.9
|
35
|
3,623
|
150
|
98
|
98
|
Indicated
|
811
|
3.88
|
312.9
|
101
|
8,153
|
150
|
98
|
98
|
|
Meas + Ind
|
916
|
4.63
|
399.8
|
136
|
11,776
|
150
|
98
|
98
|
|
Las Chispas Area Veins
|
Indicated
|
182
|
3.28
|
451.7
|
19
|
2,646
|
150
|
98
|
98
|
Total
|
Meas + Ind
|
1,098
|
4.41
|
408.4
|
156
|
14,422
|
150
|
98
|
98
|
Babicanora Area Veins
|
Inferred
|
747
|
3.76
|
242.8
|
90
|
5,829
|
150
|
98
|
98
|
Las Chispas Area Veins
|
Inferred
|
411
|
4.03
|
322.2
|
53
|
4,260
|
150
|
98
|
98
|
Total
|
Inferred
|
1,158
|
3.86
|
271.0
|
143
|
10,088
|
150
|
98
|
98
|
1.12 |
Mineral Reserve Estimate
|
1.11.1
|
Estimation Methodology
|
1.11.2
|
Mineral Reserve Statement
|
Mineral Reserve Classification
|
Tonnes (kt)
|
Grade
|
Contained Ounces
|
Silver Equivalent Average Cut-off Grade
(g/t AgEq) |
Metallurgical Recovery
|
|||
Ag (g/t)
|
Au (g/t)
|
Ag (koz)
|
Au (koz)
|
Ag (%)
|
Au (%)
|
|||
Proven
|
714
|
548.6
|
5.13
|
12,586
|
118
|
250
|
97.5
|
98.0
|
Probable
|
2,449
|
265.8
|
3.03
|
20,931
|
239
|
250
|
97.5
|
98.0
|
Total Proven and Probable
|
3,163
|
329.6
|
3.51
|
33,516
|
357
|
250
|
97.5
|
98.0
|
1.11.3
|
Factors that May Affect the Mineral Reserve Estimate
|
1.13 |
Mining Methods
|
1.14 |
Recovery Methods
|
• |
Major equipment is designed for nominal throughput of 1,250 t/d with the ability to accommodate increased throughput up to 1,750 t/d via an expansion to the comminution circuit.
|
• |
Crushing circuit availability of 70% is being achieved or exceeded at the Process Plant.
|
• |
The Process Plant includes semi-autogenous grinding (SAG), flotation, independent cyanide leaching circuits for flotation concentrate and tailings streams, Merrill Crowe circuit, Cyanide destruction and tailings handling facilities, and
is achieving an overall availability of greater than the design value of 91.3%.
|
Figure 1‑1:
|
Overall Process Design
|
1.15 |
Project Infrastructure
|
1.14.1
|
Introduction
|
• |
Underground mine, including portals (3), ramps and vents,
|
• |
Roads: main access road, site access road, bridge crossing, borrow pit haul road, filtered tailings storage facility (FTSF) haul road, waster rock storage facility (WRSF) haul road, and explosives access road,
|
• |
Diversion and collection channels, culverts, and containment structures,
|
• |
Site main gate and guard house (2),
|
• |
Accommodation camp,
|
• |
Power and water distribution,
|
• |
Warehouse and truck shop, offices, medical clinic, and nursery,
|
• |
Explosives magazines,
|
• |
Process Plant,
|
• |
Control room,
|
• |
Doré room,
|
• |
Assay laboratory (off-site facility),
|
• |
Reagent storage facilities,
|
• |
Water treatment plant,
|
• |
Mineralized stockpiles and WRSFs,
|
• |
Filtered tailings storage facility (FTSF),
|
• |
Nuclear devices storage facility,
|
• |
Hazardous waste interim storage facility, and
|
• |
Exploration core shacks.
|
Figure 1‑2:
|
Site Layout
|
1.14.2
|
Waste Rock Storage Facility
|
1.14.3
|
Ore Stockpiles
|
1.14.4
|
Filtered Tailings Storage Facility
|
1.14.5
|
Power and Fuel
|
1.14.6
|
Camp
|
1.14.7
|
Water Management
|
1.16 |
Market Studies and Contracts
|
Element
|
Mineral Reserve Prices
|
Mineral Resource Prices
|
|
Silver ($/oz)
|
23.50
|
27.00
|
|
Gold ($/oz)
|
1,800
|
2,100
|
1.17 |
Environmental Studies, Permitting and Social or Community Impact
|
1.16.1
|
Environmental Considerations
|
1.16.2
|
Permitting Considerations
|
1.16.3
|
Environmental Management Plans
|
1.16.4
|
Waste Considerations
|
1.16.5
|
Social and Community Considerations
|
1.16.6
|
Closure Considerations
|
1.18 |
Sustaining Capital and Operating Costs
|
1.17.1
|
Sustaining Capital Cost Estimates
|
Calendar Year
|
LOM
|
2025
|
2026
|
2027
|
2028
|
2029
|
2030
|
2031
|
|
Production Year
|
1
|
2
|
3
|
4
|
5
|
6
|
7
|
||
U/G Mine Development
|
139.3
|
30.6
|
31.4
|
29.8
|
20.6
|
15.1
|
11.8
|
-
|
|
U/G Mine Infrastructure
|
14.9
|
3.8
|
6.1
|
1.7
|
2.1
|
1.2
|
-
|
-
|
|
Process Plant
|
4.0
|
1.9
|
0.5
|
0.5
|
0.5
|
0.5
|
-
|
-
|
|
Other Sust. & Dev.
|
0.6
|
-
|
-
|
-
|
0.3
|
-
|
0.3
|
-
|
|
G&A (including mobile)
|
4.3
|
1.1
|
0.8
|
0.8
|
0.8
|
0.8
|
-
|
-
|
|
Total
|
163.1
|
37.5
|
38.8
|
32.8
|
24.3
|
17.6
|
12.1
|
-
|
1.17.2
|
Reclamation and Closure Cost Estimates
|
1.17.3
|
Operating Cost Estimate
|
Area
|
LOM Average Operating Cost
|
|
Mining* ($/t processed)
|
110.29
|
|
Process ($/t processed)
|
42.05
|
|
G&A ($/t processed)
|
24.61
|
|
Total LOM Operating Cost ($/t processed)
|
176.95
|
1.19 |
Economic Analysis
|
Table 1‑6:
|
Economic Analysis Summary
|
Description
|
Unit
|
LOM Total/Avg.
|
|
Average Mill Throughput
|
t/d
|
1,250
|
|
Mine Life years
|
years
|
7
|
|
Average Gold Mill Head Grade
|
g/t Au
|
3.51
|
|
Average Silver Mill Head Grade
|
g/t Ag
|
329.6
|
|
Average Silver Equivalent Mill Head Grade
|
g/t AgEq
|
632.5
|
|
Contained Gold in Mine Plan
|
koz Au
|
356.6
|
|
Contained Silver in Mine Plan
|
koz Ag
|
33,516.4
|
|
Contained Silver Equivalent in Mine Plan
|
(koz AgEq)
|
64,319.4
|
|
Average Gold Metallurgical Recovery
|
% Au
|
98.0
|
|
Average Silver Metallurgical Recovery
|
% Ag
|
97.5
|
|
Payable Gold
|
koz Au
|
349.0
|
|
Payable Silver
|
koz Ag
|
32,645.9
|
|
Payable Silver Equivalent
|
koz AgEq
|
62,787.5
|
|
Average Full Year Annual Production (Years 1-5)
|
|||
Gold
|
Au koz/yr
|
53.1
|
|
Silver
|
Ag koz/yr
|
5,259.1
|
|
Silver Equivalent
|
AgEq koz/yr
|
9,843.7
|
|
Mining Cost
|
$/t mined
|
114.17
|
|
Mining Cost
|
$/t processed
|
110.29
|
|
Process Cost
|
$/t processed
|
42.05
|
|
G&A Cost
|
$/t processed
|
24.61
|
|
Total Operating Cost
|
$/t processed
|
176.95
|
|
LOM Sustaining Capital Cost
|
$M
|
163.1
|
|
Closure Costs
|
$M
|
11.9
|
|
Cash Costs LOM – Mine Level
|
$/oz AgEq
|
9.42
|
|
Au Price (LOM Average)
|
$/oz
|
2,493
|
|
Ag Price (LOM Average)
|
$/oz
|
28.86
|
|
Undiscounted LOM net free cash flow
|
$M
|
626.4
|
|
Pre-Tax NPV (5%)
|
5%, $M
|
853.0
|
|
Post-Tax NPV (5%)
|
5%, $M
|
538.6
|
1.20 |
Recommendations
|
Table 1‑7:
|
Summary of Budget for Recommended Phase 1 and Phase 2
|
Exploration and Development Activity
|
Cost Estimate ($M) 2025
|
|
Exploration and Mineral Resource Conversion Drilling (74,800 m)
|
14.50
|
|
QA/QC
|
0.10
|
|
Bulk Density Investigation
|
0.03
|
|
Resource Estimation
|
0.10
|
|
Mine Design
|
0.10
|
|
Sub-Total
|
14.80
|
|
Contingency (10%)
|
1.50
|
|
Total
|
16.30
|
2 |
INTRODUCTION
|
2.1 |
Introduction
|
2.2 |
Report Purpose
|
2.3 |
Terms of Reference
|
2.4 |
Site Visits and Scope of Personal Information
|
2.5 |
Information Sources and References
|
2.6 |
Previous Technical Reports
|
• |
Murray, K., Weston, S., Marthinus Marx, W., Langlais, P., Verreault, M., Peacock, B., Barry, J., Burga, D., Puritch, E., Stone, W., Wu, Y., Lee, C. and Preciado, H.F., 2023, Las Chispas Operation Technical Report, for SilverCrest Metals
Inc., Effective date: July 19, 2023, Report Date: September 5, 2023.
|
• |
Kalanchey, R, Weston, S., Stone, W., Puritch, E., Burga, D., Barry, J., Wu, Y., Turner, A.J., Michaud, C., Verreault, M., Aref, K., and Preciado, H., 2021, NI 43-101 Technical Report & Feasibility Study on the Las Chispas Project,
Sonora, Mexico, for SilverCrest Metals Inc., Effective date: January 4, 2021.
|
• |
Barr, J., Ghaffari, H., and Horan, M., 2019: Technical Report and Preliminary Economic Assessment for the Las Chispas Property, Sonora, Mexico: report prepared by Tetra Tech Canada Inc. for SilverCrest Metals Inc., effective date May 15,
2019, amended July 19, 2019.
|
• |
Barr, J., and Huang, J., 2019: Technical Report and Mineral Resource Estimate for the Las Chispas Property, Sonora, Mexico: report prepared by Tetra Tech Canada Inc. for SilverCrest Metals Inc., effective date February 8, 2019.
|
• |
Fier, N.E., 2018: Technical Report and Updated Mineral Resource Estimate for the Las Chispas Property, Sonora, Mexico: report prepared for SilverCrest Metals Inc., effective date September 13, 2018.
|
• |
Barr, J., 2018: Technical Report and Mineral Resource Estimate for the Las Chispas Property, Sonora, Mexico: report prepared by Tetra Tech Canada Inc. for SilverCrest Metals Inc., effective date February 12, 2018, amended May 9, 2018.
|
• |
Barr, J., 2016: Technical Report on the Las Chispas Property, Sonora, Mexico: report prepared by Tetra Tech Canada Inc. for SilverCrest Metals Inc., effective date September 15, 2016.
|
2.7 |
Units and Abbreviations
|
Table 2‑1:
|
Unit Abbreviations
|
Abbreviation
|
Description
|
||
$
|
United States dollar
|
||
MXN
|
Mexican peso
|
||
°C
|
degree Celsius
|
||
°F
|
degree Fahrenheit
|
||
%
|
percent
|
||
μ
|
micro
|
||
μm
|
micrometer
|
||
C$
|
Canadian dollar
|
||
cm
|
centimeter
|
||
CN
|
Free Cyanide in solution
|
||
ft
|
feet
|
||
ft2
|
square feet
|
||
g
|
gram
|
||
g/t
|
grams per metric tonne
|
||
ha
|
hectare
|
||
hr
|
hour
|
||
HP
|
horsepower
|
||
km
|
kilometer
|
||
koz
|
thousand ounces
|
||
kV
|
kilovolt
|
||
kg/t
|
kilo grams per tonne
|
||
kW
|
kilowatt
|
||
kWh
|
kilowatt-hour
|
||
kWh/t
|
kilowatt-hours per metric tonne
|
||
kN/m3
|
kilonewton per cubic meter
|
||
MW
|
megawatt
|
||
kPa
|
kilopascal
|
||
kcmil
|
thousand circular mills
|
||
kN
|
kilonewton
|
||
masl
|
meters above sea level
|
Abbreviation | Description | ||
mamsl
|
meters above mean sea level
|
||
L/s
|
litre per second
|
||
M
|
million
|
||
m
|
meter
|
||
m/a
|
meters per annum
|
||
m/d
|
meters per day
|
||
m2
|
square meter
|
||
m3
|
cubic meter
|
||
mm
|
millimeters
|
||
t
|
metric tonne
|
||
Mt
|
million tonnes
|
||
oz
|
ounce
|
||
Moz
|
million ounces
|
||
Mt
|
mega tonne
|
||
ppb
|
parts per billion
|
||
ppm
|
parts per million
|
||
ton
|
short ton
|
||
t/h
|
metric tonnes per hour
|
||
t/d
|
metric tonnes per day
|
||
t/a
|
metric tonnes per annum
|
||
w/w/ w/s
|
gravimetric moisture content (weight of water/weight of soil)
|
||
wt
|
weight
|
Table 2‑2:
|
Name Abbreviations
|
Abbreviation
|
Description
|
||
3D
|
three-dimensional
|
||
AAS
|
atomic absorption spectroscopy
|
||
ABA
|
acid base accounting
|
||
AES
|
atomic emission spectrometry
|
||
AgEq
|
silver equivalent
|
||
ALS
|
ALS Chemex
|
||
ARD
|
acid rock drainage
|
||
BAC
|
Babi Central
|
||
BAM
|
Babi
|
||
BAN
|
Babicanora Agrícola Del Noroeste S.A de C.V
|
||
BAV
|
Babi Vista
|
||
CCD
|
counter-current decantation
|
||
CCTV
|
closed circuit television
|
Abbreviation | Description | ||
CDN Labs
|
CDN Resource Laboratories Ltd.
|
||
CEDES
|
Comisión de Ecología y Desarrollo Sustentable del Estado de Sonora (Commission of Ecology and Sustainable Development of the State of Sonora, Mexico)
|
||
CFE
|
Comisión Federal de Electricidad (Federal Electricity Commission of Mexico)
|
||
CMT
|
construction management team
|
||
CNCF
|
cumulative cash flow
|
||
COG
|
cut-off grade
|
||
CONAGUA
|
Comisión Nacional del Agua (National Water Comission of Mexico)
|
||
CPI
|
consumer price index
|
||
CRF
|
cemented rock fill
|
||
CRM
|
certified reference materials
|
||
CSR
|
corporate social responsibility
|
||
CSS
|
closed side setting
|
||
CSV
|
comma-separated value
|
||
DCS
|
distributed control system
|
||
DSO
|
Deswik Stope Optimizer software
|
||
EBITDA
|
earnings before interest, taxes, depreciation and amortization
|
||
ELOS
|
equivalent linear overbreak/slough
|
||
EPCM
|
Engineering, Procurement and Construction Management
|
||
ESG
|
Environmental, Social and Governance
|
||
ESMS
|
environmental and social management system
|
||
FA
|
fire assay
|
||
FTSF
|
filtered tailings storage facility
|
||
FW
|
footwall
|
||
G&A
|
General and Administration
|
||
GIS
|
geographic information system
|
||
GPS
|
global positioning system
|
||
HDPE
|
high density polyethylene
|
||
HR
|
hydraulic radius
|
||
HRI
|
Hydro-Ressources Inc.
|
||
HW
|
hangingwall
|
||
ICP
|
inductively coupled plasma
|
||
ID
|
inverse distance
|
||
ID3
|
inverse distance weighting to the third power
|
||
IP
|
Preventive Report (Informe Preventivo)
|
||
IRR
|
internal rate of return
|
||
LAN
|
local area network
|
Abbreviation | Description | ||
LiDar
|
light detection and ranging data
|
||
LLA
|
Compañía Minera La Llamarada S.A. de C.V (subsidiary of Coeur Mining in Mexico)
|
||
LOM
|
life of mine
|
||
LRS
|
longhole retreat stoping
|
||
MC-HS
|
master composite historic stockpile
|
||
MED Comp
|
medium grade composite
|
||
MGM
|
mine general manager
|
||
MIA
|
Spanish acronym for Environmental Impact Assessment
|
||
ML
|
metals leaching
|
||
MS
|
mass spectrometry
|
||
MSO
|
Mineable Shape Optimizer software
|
||
N’
|
stability number
|
||
NAF
|
non-acid forming
|
||
NAG
|
net acid generation
|
||
NCF
|
net cash flow
|
||
NN
|
nearest neighbor
|
||
NPV
|
net present value
|
||
NW
|
northwest
|
||
OEM
|
original equipment manufacturer
|
||
OIS
|
operator interface station
|
||
ORP
|
operation readiness plan
|
||
P&E
|
P&E Mining Consultants Inc.
|
||
PCR
|
polymerase chain reaction
|
||
PEA
|
preliminary economic analysis
|
||
PEP
|
project execution plan
|
||
PLS
|
pregnant leach solution
|
||
PMZ
|
precious metal zone
|
||
Q (1, 2, 3, 4)
|
calendar quarter (1, 2, 3, 4)
|
||
Q’
|
mass quality
|
||
QA/QC
|
quality assurance/quality control
|
||
QEMSCAN
|
quantitative evaluation of materials by scanning electron microscopy
|
||
QP
|
Qualified Person
|
||
RDCLF
|
rhyodacitic crystal tuff
|
||
ROM
|
run of mine
|
||
RPD
|
relative percent difference
|
||
RQD
|
rock quality designation
|
||
SAG
|
semi-autonomous grinding
|
Abbreviation | Description | ||
SD
|
standard deviation
|
||
SEDENA
|
Secretaría de la Defensa Nacional (Ministry of Defense)
|
||
SEMARNAT
|
Secretaría del Medio Ambiente y Recursos Naturales (Ministry of Environment and Natural Resources of Mexico)
|
||
SG
|
specific gravity
|
||
SGS Lakefield
|
SGS Lakefield Research
|
||
SilverCrest or SIL
|
SilverCrest Metals Inc.
|
||
SLS
|
solid to liquid system
|
||
SUCS
|
Unified Soil Classification System
|
||
SWIR
|
shortwave infrared
|
||
SWMS
|
Safe Work Method Statement
|
||
URF
|
Uncemented Rock Fill
|
||
USMCA
|
United States-Mexico-Canada Agreement
|
||
UTM
|
Universal Transverse Mercator
|
||
VHF
|
very high frequency
|
||
VOIP
|
voice over internet protocol
|
||
VSA
|
vacuum swing adsorption
|
||
WGS
|
World Geodetic System
|
Table 2‑3:
|
Definitions
|
Term
|
Definition
|
||
Las Chispas Property
|
this encompasses all mineral occurrences and land underlying the mineral concessions 100% owned or optioned to Coeur Mining.
|
||
Las Chispas District
|
this is a general term used in historic context for the various mines which operated in the area prior to the 1930s. The district has an approximate footprint of 4 km north to south and 3 km east to west. It consists of the Las Chispas
Area and Babicanora Area, which are 1.5 km apart
|
||
Las Chispas Area
|
this consists of the Las Chispas Vein containing Area 118 Zone and Historic Mine, Giovanni Vein, Gio Mini Vein, La Blanquita Vein, William Tell Vein, Luigi Vein, Luigi FW Vein, Varela veins, Chiltepin veins, El Cumaro Vein, and various
other lesser or unnamed veins
|
||
Babicanora Area
|
this consists of the Babicanora Main Vein containing Area 51 Zone and Babicanora Central Zone, Babicanora FW Vein, Babicanora HW Vein, Babi Vista Vein, Babi Vista FW Vein, Babi Vista Vein Splay, Babicanora Norte Vein containing Area 200
Zone, Babicanora Norte HW Vein, Babicanora Sur Vein, Babicanora Sur HW Vein, Amethyst Vein, La Victoria Vein, Granaditas Vein, Granaditas Dos Vein, Ranch Veins and various other lesser or unnamed veins
|
||
Area 118 Zone (Area 118)
|
the southeast extension of the Las Chispas Vein discovered in 2020 by drill hole LC20-118. The hole intersected 8.6 m (true width) grading 44.30 g/t gold and 4,551.5 g/t silver
|
||
Area 51 Zone (Area 51)
|
the southeast extension of the Babicanora Main Vein discovered in late 2017 by drill hole BA17-51. The hole intersected 3.1 m (true width) grading 40.45 g/t gold and 5,375.2 g/t silver
|
Term | Definition | ||
Babicanora Central Zone (Babicanora Central)
|
the northwest, near surface, extension of the Babicanora Main Vein
|
||
Area 200 Zone (Area 200)
|
the southeast extension of the Babicanora Norte Vein discovered in 2020 by drill hole BA219-200. The hole intersected 2.0 m (true width) grading 39.77 g/t gold and 3,472.5 g/t silver
|
||
The Las Chispas (Historic) Mine
|
|||
Vein
|
this is a current term used by Coeur for geological features consisting of semi-continuous structures, quartz veins, quartz stockwork, and breccia
|
2.8 |
Reporting of Grades by Silver Equivalent
|
3 |
PROPERTY DESCRIPTION AND LOCATION
|
3.1 |
Introduction
|
3.2 |
Project Ownership
|
Figure 3‑1:
|
View Across the Las Chispas Property (View Looking Eastwards)
|
3.3 |
Mineral Tenure
|
Table 3‑1:
|
Mineral Concessions of the Las Chispas Operations Property1
|
Concession
Name |
Title
Number |
Registration
Date |
End
Date |
Surface Area
(ha) |
Concession
Holder |
Liens or
Legal
Affectations |
Status
|
El Bervano Fracción 1
|
212027
|
8/25/2000
|
8/24/2050
|
53.4183
|
LLA
|
not free
|
active
|
El Bervano Fracción 2
|
212028
|
8/25/2000
|
8/24/2050
|
0.9966
|
LLA
|
not free
|
active
|
Las Chispas Uno
|
188661
|
11/29/1990
|
11/28/2040
|
33.711
|
LLA
|
not free
|
active
|
El Siete
|
184913
|
12/6/1989
|
12/5/2039
|
43.239
|
LLA
|
not free
|
active
|
Babicanora Grande
|
159377
|
10/29/1973
|
10/28/2073
|
16.00
|
LLA
|
not free
|
active
|
Fernandez Leal
|
190472
|
4/29/1991
|
4/28/2041
|
3.1292
|
LLA
|
not free
|
active
|
Guillermo Tell
|
191051
|
4/29/1991
|
4/28/2041
|
5.6521
|
LLA
|
not free
|
active
|
Limantour
|
191060
|
4/29/1991
|
4/28/2041
|
4.5537
|
LLA
|
not free
|
active
|
San Gotardo
|
210776
|
11/26/1999
|
11/25/2049
|
3.6171
|
LLA
|
not free
|
active
|
Las Chispas
|
156924
|
5/12/1972
|
5/11/2072
|
4.47
|
LLA
|
not free
|
active
|
Espíritu Santo Fracc. I
|
217589
|
8/6/2002
|
8/5/2052
|
733.3232
|
LLA
|
not free
|
active
|
Espíritu Santo Fracc. II
|
217590
|
8/6/2002
|
8/5/2052
|
0.877
|
LLA
|
not free
|
active
|
Cruz
|
223784
|
2/15/2005
|
2/14/2055
|
14.436
|
LLA
|
not free
|
active
|
Lopez
|
190855
|
4/29/1991
|
4/28/2041
|
1.7173
|
Jose Cruz López Mejía (34%),
Eliseo Espina Guillen (33%),
Jesús Cruz López ( 33%)
|
not free
|
active
|
Nuevo Babicanora Fracc. I
|
235366
|
11/18/2009
|
11/17/2059
|
392.576
|
LLA
|
not free
|
active
|
Nuevo Babicanora Fracc. II
|
235367
|
11/18/2009
|
11/17/2059
|
9.8115
|
LLA
|
not free
|
active
|
Nuevo Babicanora Fracc. III
|
235368
|
11/18/2009
|
11/17/2059
|
2.2777
|
LLA
|
not free
|
active
|
Nuevo Babicanora Fracc. IV
|
235369
|
11/18/2009
|
11/17/2059
|
3.6764
|
LLA
|
not free
|
active
|
Nuevo Lupena
|
212971
|
2/20/2001
|
2/19/2051
|
13.083
|
LLA
|
not free
|
active
|
La Victoria
|
216994
|
6/5/2002
|
6/4/2052
|
24.00
|
LLA
|
not free
|
active
|
Las Chispas 3-A
|
245423
|
01/24/2017
|
01/23/2067
|
1.0809
|
LLA
|
not free
|
active
|
Las Chispas 3-B
|
245424
|
01/24/2017
|
01/23/2067
|
0.3879
|
LLA
|
not free
|
active
|
Las Chispas 3-C
|
245425
|
01/24/2017
|
01/23/2067
|
0.3413
|
LLA
|
not free
|
active
|
Las Chispas 3-D
|
245426
|
01/24/2017
|
01/23/2067
|
0.3359
|
LLA
|
not free
|
active
|
Las Chispas 3-E
|
245427
|
01/24/2017
|
01/23/2067
|
0.4241
|
LLA
|
not free
|
active
|
Las Chispas 3-F
|
245428
|
01/24/2017
|
01/23/2067
|
5.6112
|
LLA
|
not free
|
active
|
Panuco II2
|
193297
|
cancelled
|
Cancelled
|
12.9286
|
Adelaido Gutierrez Arce
|
not free
|
cancelled
|
Total (27)
|
-
|
-
|
-
|
1,413.76
|
-
|
-
|
-
|
3.4 |
Mineral Reserves on Mining Concessions
|
3.4.1
|
Option 1
|
3.4.2
|
Option 2
|
3.4.3
|
Option 3
|
3.5 |
Surface Rights
|
3.5.1
|
Ejido Bamori
|
3.5.2
|
Cuesta Blanca Ranch
|
3.5.3
|
Babicanora Ranch
|
3.5.4
|
Tetuachi Ranch
|
3.5.5
|
La Higuerita Ranch
|
3.6 |
Royalties
|
3.7 |
Permitting Considerations
|
3.8 |
Environmental Considerations
|
3.9 |
Social License Considerations
|
3.10 |
Comment on Property Description and Location
|
4 |
ACCESSIBILITY, CLIMATE, LOCAL RESOURCES, INFRASTRUCTURE AND PHYSIOGRAPHY
|
4.1 |
Accessibility
|
Figure 4‑1
|
Tetuachi Bridge
|
4.2 |
Climate
|
4.3 |
Local Resources and Infrastructure
|
4.3.1
|
Water Supply
|
Figure 4‑2:
|
Water Distribution Tank Located Near the Main Office
|
Figure 4‑3:
|
Sonora River Pumping Station
|
Figure 4‑4:
|
North Pond
|
Figure 4‑5:
|
West Pond
|
Figure 4‑6:
|
Emergency Pond
|
4.3.2
|
Community Services
|
4.3.3
|
Infrastructure
|
4.3.4
|
Power
|
4.4 |
Physiography
|
4.5 |
Sufficiency of Surface Rights
|
5 |
HISTORY
|
5.1 |
Regional History
|
5.2 |
Property Exploration and Production History
|
5.2.1
|
1800s and Early 1900s
|
1908
|
1909
|
1910
|
1911(1)
|
Total
|
|
Tonnes
|
3,286
|
3,064
|
3,540
|
12,000
|
21,890
|
Gold ounces per tonne
|
1.5
|
1.4
|
1.0
|
1.0
|
1.1
|
Silver ounces per tonne
|
199.9
|
187.2
|
136.9
|
125.0
|
146.8
|
Gold ounces
|
4,876
|
4,189
|
3,615
|
12,000
|
24,680
|
Silver ounces
|
656,882
|
573,448
|
484,746
|
1,500,000
|
3,215,076
|
Date
|
Tons
|
Ag (oz.)
|
Au (oz.)
|
Oct. 9, 1934
|
3.3.6
|
75.2
|
0.17
|
Nov. 21, 1934
|
1.2
|
149.7
|
2.63
|
Jan. 23, 1935
|
1.8
|
159.3
|
0.66
|
Jan. 25, 1935
|
2.1
|
490.0
|
1.36
|
Feb. 22, 1935
|
2.3
|
160.3
|
0.56
|
Apr. 3, 1935
|
1.2
|
132.3
|
0.44
|
Total
|
1.0
|
131.8
|
0.82
|
5.2.2
|
Mid- to Late-1900s to Early-2000s
|
5.2.3 |
Minefinders Corporation Ltd. (2008 to 2011)
|
5.2.3.1
|
Overview
|
Hole ID
|
Easting
|
Northing
|
Elevation
(m) |
Dip
(°) |
Azimuth
(°) |
Depth
(m) |
Depth
(ft) |
BAB11-01
|
579,527
|
3,344,033
|
1,135
|
-60
|
30
|
304.80
|
1,000
|
BAB11-02
|
579,526
|
3,344,060
|
1,130
|
-90
|
0
|
324.60
|
1,065
|
BAB11-03
|
579,372
|
3,343,914
|
1,091
|
-60
|
50
|
242.30
|
795
|
BAB11-04
|
579,382
|
3,343,638
|
1,132
|
-55
|
60
|
350.50
|
1,150
|
BAB11-05
|
579,386
|
3,344,130
|
1,053
|
-45
|
115
|
198.12
|
650
|
BAB11-06
|
579,507
|
3,344,503
|
1,009
|
-70
|
90
|
182.90
|
600
|
BAB11-07
|
579,693
|
3,345,216
|
977
|
-70
|
90
|
239.30
|
785
|
Total
|
1,842.52
|
6,045
|
6 |
GEOLOGICAL SETTING, MINERALIZATION AND DEPOSIT
|
6.1 |
Regional Geology
|
• |
Plutonic/volcanic rocks: Late Cretaceous–Paleocene;
|
• |
Andesite and lesser dacite–rhyolite: Eocene (Lower Volcanic Complex);
|
• |
Felsic dominant and silicic ignimbrites: Early Oligocene and Miocene (Upper Volcanic Complex);
|
• |
Basaltic-andesitic flows: late stage of and after ignimbrite pulses; and
|
• |
Alkaline basalts and ignimbrites: Late Miocene–Pleistocene (post-subduction volcanism).
|
6.2 |
Local Geology
|
6.2.1
|
Lithologies
|
Figure 6‑2:
|
Stratigraphic Column for Las Chispas Property
|
Figure 6‑3:
|
Las Chispas District Geology Map
|
Figure 6‑4:
|
Las Chispas District Cross Section
|
6.2.2
|
Geochemistry
|
Parameter
|
Count
|
Minimum
|
Maximum
|
Mean
|
Variance
|
Coefficient
of Variation |
Skewness
|
Kurtosis
|
|
Weight (kg)
|
45,944
|
0.22
|
12.94
|
3.899
|
3.77
|
1.942
|
0.5
|
0.81
|
-0.23
|
Length (m)
|
46,925
|
0.1
|
7.5
|
1.113
|
0.28
|
0.527
|
0.47
|
0.83
|
0.94
|
Au (ppm)
|
45,934
|
0.001
|
305
|
0.122
|
5.7
|
2.387
|
19.54
|
77.06
|
7,654
|
Ag (ppm)
|
45,934
|
0.2
|
21,858
|
11.068
|
34,356
|
185.353
|
16.75
|
68.64
|
6,237
|
Cu (ppm)
|
29,184
|
1
|
10,250
|
10
|
5,810
|
76
|
7.67
|
91.07
|
11,398
|
Pb (ppm)
|
29,184
|
2
|
8,150
|
37
|
36,473
|
191
|
5.11
|
19.58
|
526.5
|
Zn (ppm)
|
29,060
|
2
|
17,700
|
58
|
45,639
|
214
|
3.65
|
38.92
|
2477
|
Ba (ppm)
|
29,091
|
1
|
10,000
|
151
|
78,966
|
281
|
1.86
|
9.57
|
207.5
|
Ca (pct)
|
28,933
|
0.01
|
25
|
1.086
|
1.87
|
1.366
|
1.26
|
5.69
|
64.74
|
Cd (ppm)
|
3,740
|
0.5
|
130
|
2.023
|
25.96
|
5.095
|
2.52
|
13.74
|
248
|
Co (ppm)
|
24,678
|
1
|
176
|
4
|
31.29
|
6
|
1.37
|
3.45
|
41.09
|
Hg (ppm)
|
4,311
|
0
|
41
|
1
|
1.03
|
1
|
0.93
|
22.57
|
705.3
|
Mn (ppm)
|
29,064
|
1
|
50,000
|
564
|
991,598
|
996
|
1.76
|
26.17
|
1,063
|
Mo (ppm)
|
11,304
|
0
|
1,670
|
4
|
623.7
|
25
|
6.5
|
44.69
|
2,531
|
S (pct)
|
24,815
|
0.01
|
34
|
0.388
|
0.9
|
0.947
|
2.44
|
16.65
|
381.9
|
B (ppm)
|
13,910
|
1
|
1,045
|
5
|
316.2
|
18
|
3.28
|
36
|
1,717
|
6.2.3
|
Alteration
|
6.2.4
|
Mineralization
|
Figure 6‑5:
|
Thin Section of Gold and Silver Emplacement at Las Chispas
|
Figure 6‑6:
|
Breccias at Las Chispas
|
6.2.5
|
Structural Geology
|
Figure 6‑9:
|
Overview of the Las Chispas and Babicanora Area Veins
|
Figure 6‑10:
|
3D View of Babicanora Area with Veins
|
Figure 6‑11:
|
High Grade (>500 g/t AgEq) Drill Hole Pierce Points for the Babicanora Veins
|
• |
Steeply-dipping (80° to 90°) oblique strike-slip sinistral faults trending northeast and south–southwest; and
|
• |
Oblique strike-slip dextral faults trending southeast and dipping (60° to 80°) to the northeast.
|
• |
150° to 170° and are inclined at 65° to 75° to the southwest;
|
• |
340° to 360° and are inclined 75° west to 75° east; and
|
• |
210° to 230° and are inclined 70° to 85° to the northwest.
|
6.2.6
|
Deposits and Mineral Occurrences
|
6.2.6.1
|
Babicanora Main Vein
|
Figure 6‑12:
|
Plan View of Geographical Mapping at the Babicanora Area
|
Figure 6‑13:
|
Babicanora Main Vein Longitudinal Section
|
Figure 6‑14:
|
Vertical Cross Section through Las Chispas Operation Veins, (looking northwest)
|
• |
Lapilli Andesite Tuff (LAT1 unit). The LAT1 unit consists of an andesite lapilli tuff with minor ash and sparse matrix at the top, an intermediate fine sandstone in the middle, and andesite ash and polymictic tuff with abundant fine
matrix at the base. The main alteration minerals in this unit are chlorite, hematite in fractures, and weak to pervasive silicification. Argillization is apparent in unit rocks adjacent to faults. The LAT1 unit is 200 m thick, overlies the
RDCLF2 unit, and is also cut by trachyandesite and rhyolite dykes at the Babicanora vein area. Due to its stratigraphic position, LAT1 is likely Upper Cretaceous in age and one of the most widely distributed units on the Las Chispas
District;
|
• |
LAT1 is the best mineralization host unit in the District, due to its lithological composition. Intrusion of the trachyandesite and rhyolite dykes at shallow dips within LAT1 presents suitable structural traps for accumulation of large
amounts of gold and silver mineralization. Examples are the Babicanora Main, Babi Vista, Babicanora Norte and Babicanora Sur veins;
|
• |
Dacite-Rhyodacite Crystal Tuff (RDCLF1 unit). This unit is mainly a dacite tuff and minor rhyodacite, with abundant biotite, moderate to abundant plagioclase grains, and weak quartz grains in a minor aphanitic, fine-grained matrix.
Locally, this unit has moderate to weak fiamme structures and flattened pumice fragments and is widely distributed throughout the Las Chispas District. Generally, this rock is unaltered, but in the areas where cut by rhyolite (RD1) or
andesite (AD11) dykes, the rock shows evidence of pervasive alteration and replacement halos of chlorite and carbonates, silicification and oxidation. Being siliceous and moderately competent, outcrops form relatively low topographic
relief. This unit concordantly overlies LAT1 and is 60 to 70 m thick. Veins hosted in this geological unit tend to be narrower, due to the competency of the rock. Examples are the upper Babicanora Main, Babicanora Norte NW, and Babicanora
Sur veins;
|
• |
Rhyolite – Rhyodacite Tuff (RDCLF2 unit). The RDCLF2 unit is a crystalline tuff with abundant quartz, alkali feldspar and plagioclase phenocrysts in an aphanitic matrix, locally with sporadic flattened fiamme structures and pumice
fragments. The rock is generally unaltered, except in the areas where it is cut by RD1 and AD11 dykes. There, the rocks show pervasive alteration and replacement halos up to several meters in size. The alteration generally consists of
chlorite + pervasive carbonates, silicification and oxidation. RDCLF2 is the oldest outcropping lithological unit in the Las Chispas Operation. However, it overlies the LAVS volcano-sedimentary sequence. This unit is estimated to be 200 m
thick and stratigraphic correlation suggests an Upper Cretaceous age. Veins hosted in this geological unit tend to be narrower, due to the tightness of their lithological composition. Examples are the Babicanora Norte Main and Babi Vista
Main veins at depth; and
|
• |
Trachyandesite-Rhyolite Dykes (SACTS unit). The SACTS unit occurs as strong silicification altered rock with medium-grained phenocrysts of argillized feldspar in an aphanitic matrix. The rock type is mainly trachyandesite, but rhyolite
is present locally, likely due to extreme differentiation. In addition to silicification, this rock contains moderately to strongly pervasive hematite, commonly in halos, liesegang rings, and on fracture planes, produced by the leaching of
pyrite, consistent with the presence of boxwork textures. The leaching of this pyrite is considered to have contributed to the formation of sulfuric acid in the epithermal fluid system that concentrated the high-grade gold and silver
mineralization in the Babicanora area veins. This unit is emplaced oblique to the pseudo-stratification of the enclosing rock, giving the appearance of sills. The dykes vary from 5 to 30 m in thickness, strike NW60° SE, and dip up to 65° to
the southeast in the southern portion of the Las Chispas Operation area. On surface, these dykes form relatively high relief features, such as in the Babicanora area.
|
Figure 6‑15:
|
A. Sinter Lamina, B. Quartz Replacement of Bladed Calcite with Minor Amethyst, C. Massive Chalcedonic Quartz
|
Figure 6‑16:
|
Babicanora Thin Section with Gold and Argentite
|
Figure 6‑17:
|
Babicanora Vein Textures
|
Figure 6‑19:
|
Babicanora Vein Intercepted by Santa Rosa Decline in June 2019
|
Figure 6‑20:
|
Underground Plan Map of Babicanora Main Vein, Area 51 Zone, Level 1111 (masl)
|
Figure 6‑21:
|
Babicanora Main Vein, Area 51 Zone, Face Map of Vein with Fault Zone (looking northwest)
|
6.2.6.2
|
Babicanora Norte (Main), HW & FW Veins
|
Figure 6‑22:
|
Drill Hole BAN18-10, From 93.0 to 95.5 m Grading 61.36 g/t Au and 2,834 g/t Ag with Visible Argentite, Pyrargyrite, Electrum, Native Silver, and Native Gold
|
Figure 6‑23:
|
Location of Babicanora Norte Vein, Area 200 Zone
|
Figure 6‑24:
|
Long Section of the Babicanora Norte Vein
|
Figure 6‑25:
|
Longitudinal Section of the Babicanora Norte Vein Area 200
|
6.2.6.3
|
Babicanora Sur Vein Area
|
Figure 6‑26:
|
Drill Hole BAS22-209, from 159.00 to 160.45 m at 1.0 m (True Thickness) Grading 38.12 g/t Au and 165.0 g/t Ag
|
Figure 6‑27:
|
Long Section of the Babicanora Sur Vein
|
6.2.6.4
|
Babi Vista (Main) Vein, HW & FW Veins
|
Figure 6‑28:
|
Long Section of the Babi Vista Vein
|
6.2.6.5
|
Los Parientes
|
6.2.6.6
|
La Victoria
|
6.2.6.7
|
Encinitas
|
6.2.6.8
|
Las Chispas Vein
|
Figure 6‑29:
|
Drill Hole LC17-45; from 159.6 to 161.9 m at 2.3 m (1.9 m True Thickness) Grading 50.56 g/t Au and 5,019 g/t Ag with Coarse Argentite and Electrum
|
Figure 6‑30:
|
Plan View of Geological Mapping at the Las Chispas Area
|
Figure 6‑31:
|
Geological Cross Section through the Las Chispas Property (looking northwest)
|
Figure 6‑32:
|
Long Section of Las Chispas Vein with Area 118 Zone
|
6.2.6.9
|
William Tell Vein
|
Figure 6‑33:
|
William Tell Underground Channel Sample No. 144840 Grading 13.4 g/t Au and 1,560 g/t Ag
|
6.2.6.10
|
Other Structures or Mineral Occurrences of Significance
|
6.3 |
Deposit Types
|
6.3.1
|
Low Sulfidation Epithermal
|
• |
Hosted in volcanic rocks ranging from andesite to rhyolite in composition;
|
• |
Hydrothermal fluids are characterized to be lower temperatures, have near-neutral pH and are reduced;
|
• |
Alteration consists of quartz, sericite, illite, kaolin, adularia and silica. Barite and fluorite may also be present;
|
• |
Mineralization hosted in quartz and quartz-carbonate veins, veinlets and silicified zones;
|
• |
Silica types range from opal through chalcedony to massive quartz. Textures include crustiform and colloform banding, drusy, massive and saccharoidal varieties. Calcite may form coarse blades and is frequently replaced by quartz;
|
• |
Deposits of this type may be overlain by barren zones of opaline silica;
|
• |
Overall, sulfides typically comprise <5% by volume;
|
• |
Sulfides may selectively average up to several per cent in abundance and consist of very fine-grained pyrite, with smaller amounts of sphalerite, galena, tetrahedrite and chalcopyrite;
|
• |
Gold may be present as discreet, very fine grains or may be silica or sulfide refractory;
|
• |
Gold and silver grades are typically low, but may form high-grade mineralized shoots; and
|
• |
Common associated elements are mercury, arsenic, antimony, tellurium, selenium, and molybdenum.
|
6.3.2
|
Intermediate Sulfidation Epithermal
|
7 |
EXPLORATION
|
7.1 |
Introduction
|
• |
Additional core drilling of 1,213 holes totaling 327,124 m; 70% infill and 30% expansion. The cut-off date for drill hole assays was October 16, 2020. Infill drilling provides support for conversion of Inferred to Indicated Mineral
Resources;
|
• |
Las Chispas Vein underground historical in-vein pillars and historical development for 10 km, with 6,739 chip-channel samples collected for geochemical analysis. Results of this work were used in the Mineral Resource modelling; and
|
• |
Survey and mapping of historical workings, Santa Rosa underground decline, and Babicanora (Area 51 Zone) in-vein and waste development.
|
7.2 |
Underground Exploration at Las Chispas Historical Mine
|
Figure 7‑1:
|
Photos of Las Chispas Underground Rehabilitation Activities
|
Table 7‑1:
|
Las Chispas Vein – Significant Channel Sampling Results Before February 2019
|
Las Chispas
|
Mean Au
|
Mean Ag
|
Mean AgEq(1)
|
200L
|
0.050
|
7
|
11.1
|
300L
|
1.008
|
141
|
216.6
|
350L
|
2.329
|
333
|
507.9
|
400L
|
1.688
|
266
|
392.8
|
450L
|
3.237
|
440
|
682.6
|
500L
|
2.549
|
337
|
527.8
|
550L
|
1.784
|
256
|
389.9
|
600L
|
0.410
|
57.6
|
88.3
|
700L
|
0.121
|
15.5
|
24.5
|
743L
|
0.615
|
118
|
164.3
|
Average
|
0.903
|
131
|
199.17
|
Number of Samples
|
3,923
|
3,923
|
3,923
|
Maximum Value
|
136
|
10,000
|
20,200
|
Minimum Value
|
0.002
|
0.2
|
0.575
|
Standard Deviation
|
3.713
|
444
|
704.0
|
Number of Samples >150 AgEq
|
-
|
-
|
805.0
|
Table 7‑2:
|
Las Chispas Area, Other Vein Targets – Significant Channel Sampling Results Before February 2019
|
Las Chispas
|
Mean Au
|
Mean Ag
|
Mean AgEq*
|
El Erick
|
1.85
|
118
|
256.4
|
El Sheik
|
1.16
|
75.8
|
162.8
|
Espíritu Santo
|
0.02
|
11.2
|
12.4
|
Lupena
|
0.45
|
39.4
|
73.0
|
Varela
|
0.22
|
26.5
|
43.1
|
WT500L
|
1.05
|
62.8
|
141.4
|
WT600L
|
1.29
|
146
|
242.4
|
Average
|
0.91
|
73.9
|
142.0
|
Number of Samples
|
1,292
|
1,292
|
1,292
|
Maximum Value
|
52.2
|
3,220
|
5,455
|
Minimum Value
|
0.01
|
0.2
|
0.0
|
Standard Deviation
|
3.44
|
221
|
431.1
|
Number of Samples >150 AgEq
|
-
|
-
|
237
|
Table 7‑3:
|
Historical Babicanora Main Vein, Other Vein Targets – Significant Channel Sampling Results Before February 2019
|
Las Chispas
|
Mean Au
|
Mean Ag
|
Mean AgEq(1)
|
Babicanora
|
0.41
|
26.1
|
56.6
|
Babicanora de Abajo
|
0.07
|
7.7
|
12.6
|
Bertina
|
0.08
|
4.6
|
10.9
|
Buena Vista
|
0.03
|
7.1
|
9.1
|
El Muerto
|
0.62
|
33.4
|
80.1
|
Jabali
|
0.15
|
10.3
|
21.9
|
Sementales
|
0.49
|
18.7
|
55.0
|
Average
|
0.31
|
16
|
39
|
Number of Samples
|
756
|
756
|
756
|
Maximum Value
|
20.80
|
821
|
2,381
|
Minimum Value
|
0.01
|
0.2
|
1.0
|
Standard Deviation
|
1.22
|
51.9
|
135.8
|
Number of Samples >150 g/t AgEq
|
-
|
-
|
52
|
Figure 7‑2:
|
Las Chispas Historical Longitudinal Section Showing the Mine Workings (looking northeast)
|
7.2.1
|
Underground Surveying for the Historical Las Chispas Mine
|
7.3 |
Surface Exploration
|
Table 7‑4:
|
List of Surface Historical Stockpiles (Dumps, Muck and Tailing) Mapped in the Las Chispas Operation Area
|
Dump Name
|
Sample Style
|
North Chispas 1, 2
|
Trench
|
La Capilla (LCA), tailings
|
Auger
|
San Gotardo (LCD)*
|
Trench
|
Lupena (LUP)*
|
Trench
|
El Eric
|
Trench
|
Locarno 1, 2, 3, 4
|
Trench
|
Las Chispas 1, 2, 3 (LCH)
|
Trench
|
La Central
|
Trench
|
Maria
|
Trench
|
Chiltepines 1, 2, 3
|
Trench
|
La Providenca 1, 2, 3
|
Trench
|
Espíritu Santo 1, 2
|
Trench
|
La Blanquita 1, 2
|
Trench
|
La Curva 1, 2
|
Trench
|
La Bertina 1, 2
|
Trench
|
El Muerto 1, 2
|
Trench
|
Sementales 1, 2
|
Trench
|
Buena Vista 1. 2, 3
|
Trench
|
Babicanora 1*, 2
|
Trench
|
El Cruce 1, 2, 3
|
Trench
|
Total
|
41
|
*
|
Historical stockpiles have been significantly depleted by the Company with processing to date.
|
Figure 7‑3:
|
Location of Surface Stockpiles and Historical Mine Stockpiles Mapped and Sampled by SilverCrest Phase III Surface Geological Mapping and Lithological Program
|
7.3.1
|
Surface Mapping
|
• |
Mineralization footprint expansion of the Babicanora, Babicanora Sur, Babicanora Norte, Babi Vista, Las Chispas and various other minor veins;
|
• |
Deep targets under Las Chispas and Babicanora Areas related to specific lithology host rocks, cross-cutting structures, and geochemical zonation;
|
• |
Chiltepin Area, northeast of the Las Chispas Area;
|
• |
La Victoria Vein mineralization within respect to host lithologies; and
|
• |
Mineralization along the Babicanora caldera ring structure and associated rhyolite/andesite dikes.
|
• |
Mineralization footprint expansion along the Babicanora Norte Vein to the northwest;
|
• |
Further evidence of a potential deep mineralized zone seen in limestone and skarn units on site;
|
• |
Several cross-cutting structures on lesser veins have been discovered including Gema Vein, Martina Vein, and Babi Gaby; and
|
• |
Understanding on lithologies and currently known vein systems.
|
Figure 7‑4:
|
Geological Mapping and Lithological Modelling at Las Chispas Operations
|
7.4 |
Underground Channel Sampling in the Babicanora Area
|
7.4.1
|
Underground Channel Sample Collection for Grade Control and Mineral Resource Estimation in Babicanora Mine
|
• |
Underground continuous channel samples were marked horizontally across the face by a geologist, based on mapping of lithology or mineralization contacts, using spray paint prior to sample collection;
|
• |
Sample lengths varied by width of the geological contact and were set to a minimum of 0.30 m in mineralization to a maximum of 1.5 m in waste;
|
• |
Two 5 cm deep long cuts separated by 10 cm were made parallel to the sample line using a pneumatic rock saw; then several short cuts perpendicular to the sample line are made at the contacts and between contacts;
|
• |
The rock is removed from the channel using a small sledgehammer and hand maul or pneumatic chipper, depending on equipment availability, and placed on a small tarp on the floor;
|
• |
The channel is inspected by the geologist for uniform width and depth across the sample, and to verify that the minimum sample mass is 1 kg;
|
• |
Samples are collected and placed into clear plastic sample bags with a sample tag, secured with a zip tie, labelled, and stored in a fenced and locked storage facility at the mine prior to being transported by Las Chispas
Operations personnel to the SGS laboratory in Arizpe for analysis;
|
• |
A single field duplicate is collected from each face, unless determined otherwise by the geologist, from a second channel that is cut within the mineralized zone immediately above and adjacent to the primary sample; and
|
• |
Locally, samples were collected along development ribs as longitudinal samples, along backs and overhead stope pillars as transverse samples, and along some crosscuts as transverse samples. The Las Chispas Operations collection
program was eventually modified to allow identification of each sample type in the geological database.
|
Table 7‑5:
|
Summary of Channel Samples by Vein and Level as of June 30, 2022
|
Vein
|
Level
|
Number of
|
Number of
|
Strike Length (m)
|
Channels
|
Samples
|
|||
Babicanora
|
945
|
26
|
131
|
89
|
961
|
69
|
395
|
226
|
|
975
|
98
|
500
|
329
|
|
991
|
86
|
438
|
290
|
|
1006
|
98
|
499
|
297
|
|
1021
|
34
|
187
|
125
|
|
1036
|
75
|
444
|
348
|
|
1051
|
105
|
711
|
532
|
|
1066
|
145
|
816
|
525
|
|
1081
|
141
|
917
|
538
|
|
1096
|
169
|
1,043
|
641
|
|
1111
|
151
|
1,038
|
645
|
|
1126
|
179
|
871
|
655
|
|
1149
|
176
|
895
|
670
|
|
1165
|
133
|
757
|
542
|
|
1185
|
20
|
101
|
76
|
|
Subtotal
|
1,705
|
9,743
|
6,528
|
|
Babicanora Hangingwall
|
1051
|
18
|
92
|
57
|
1066
|
9
|
44
|
35
|
|
Subtotal
|
27
|
136
|
92
|
|
Babicanora Footwall
|
991
|
3
|
15
|
12
|
1006
|
13
|
70
|
48
|
|
1021
|
25
|
155
|
96
|
|
1036
|
11
|
59
|
44
|
|
1051
|
43
|
206
|
98
|
|
1066
|
38
|
197
|
130
|
|
1081
|
69
|
381
|
280
|
|
1096
|
76
|
335
|
295
|
|
1111
|
88
|
467
|
298
|
|
1126
|
53
|
269
|
157
|
|
1149
|
59
|
318
|
205
|
|
1165
|
11
|
63
|
31
|
|
Subtotal
|
489
|
2,535
|
1,694
|
|
Babicanora Central
|
1080
|
3
|
18
|
10
|
1098
|
17
|
85
|
60
|
Vein
|
Level
|
Number of
|
Number of
|
Strike Length (m)
|
Channels
|
Samples
|
1141 | 2 | 15 |
12
|
|
Subtotal
|
22
|
118
|
82
|
|
Babicanora Norte
|
964
|
73
|
430
|
246
|
970
|
30
|
150
|
84
|
|
988
|
85
|
375
|
266
|
|
1005
|
54
|
321
|
190
|
|
1006
|
36
|
156
|
123
|
|
1024
|
84
|
396
|
242
|
|
1025
|
48
|
236
|
170
|
|
1028
|
31
|
163
|
104
|
|
1040
|
36
|
181
|
122
|
|
1042
|
41
|
226
|
148
|
|
1045
|
41
|
219
|
140
|
|
1060
|
92
|
511
|
365
|
|
1078
|
57
|
329
|
230
|
|
1096
|
54
|
283
|
115
|
|
1115
|
44
|
255
|
158
|
|
Subtotal
|
806
|
4,231
|
2,703
|
|
Babicanora Norte HW SE
|
997
|
12
|
68
|
38
|
Subtotal
|
12
|
68
|
38
|
|
Babicanora Norte Splay 2
|
1078
|
5
|
28
|
22
|
Subtotal
|
5
|
28
|
22
|
|
Babi Vista
|
980
|
110
|
502
|
330
|
998
|
38
|
199
|
138
|
|
1010
|
34
|
183
|
127
|
|
1016
|
43
|
224
|
154
|
|
1019
|
40
|
178
|
125
|
|
1025
|
47
|
230
|
175
|
|
1031
|
43
|
251
|
158
|
|
1040
|
53
|
266
|
204
|
|
1055
|
81
|
370
|
294
|
|
1073
|
17
|
74
|
63
|
|
1075
|
52
|
250
|
192
|
|
1085
|
18
|
97
|
65
|
|
1091
|
62
|
309
|
236
|
|
1105
|
10
|
50
|
60
|
Vein
|
Level
|
Number of
|
Number of
|
Strike Length (m)
|
Channels
|
Samples
|
1109 | 41 | 209 | 147 | |
1130 | 37 | 200 | 142 | |
1145 | 17 | 97 | 65 | |
Subtotal
|
743
|
3,689
|
2,675
|
|
Babi Vista Splay
|
910
|
3
|
24
|
10
|
920
|
83
|
545
|
308
|
|
940
|
120
|
623
|
446
|
|
960
|
77
|
431
|
284
|
|
970
|
19
|
87
|
72
|
|
975
|
22
|
119
|
103
|
|
985
|
50
|
264
|
170
|
|
1000
|
20
|
106
|
70
|
|
Subtotal
|
394
|
2,199
|
1,463
|
|
Babi Vista Footwall
|
988
|
34
|
166
|
98
|
1010
|
26
|
116
|
94
|
|
Subtotal
|
60
|
282
|
192
|
|
Giovanni
|
1015
|
5
|
38
|
15
|
Subtotal
|
5
|
38
|
15
|
|
Giovanni Mini
|
1045
|
8
|
37
|
17
|
Subtotal
|
8
|
37
|
17
|
|
Total
|
4,276
|
23,104
|
15,521
|
Figure 7‑5:
|
Long Section of the Babicanora Main vein showing the channel samples descripted in Table 7-5
|
Figure 7‑6:
|
Long Section of the Babicanora Norte vein showing the channel samples listed in Table 5-5
|
Figure 7‑7:
|
Long Section of the Babi Vista vein showing the channel samples descripted in Table 7-5
|
Figure 7‑8:
|
Location of Las Chispas District Veins, Santa Rosa Decline and Intersection with Babicanora Main Vein
|
Figure 7‑9
|
Location of Las Chispas District Veins, Santa Rosa Decline and Intersection with Babicanora Main Vein
|
7.5 |
Aerial Drone Topographic, Underground Exploration and Drill Hole Surveys
|
7.6 |
Airborne Geophysics
|
7.7 |
Intrusive Age Dating
|
7.8 |
Drilling
|
Table 7‑6:
|
Summary of Drilling Meters and Drill Core Sampling Completed to October 31, 2024*
|
Vein
|
Drill Location
|
Number of
|
Length
|
Number of
|
Length of
|
Drill Holes
|
Drilled (m)
|
Samples
|
Samples (m)
|
Vein
|
Drill Location
|
Number of
|
Length
|
Number of
|
Length of
|
Drill Holes
|
Drilled (m)
|
Samples
|
Samples (m)
|
Underground
|
10
|
1,078.60
|
770
|
879.70
|
|
Babicanora Norte
|
Surface
|
16
|
3,464.45
|
2,669
|
3,258.74
|
Underground
|
1
|
356.00
|
293
|
317.11
|
|
Babicanora Sur
|
Surface
|
40
|
10,876.70
|
3,923
|
4,574.15
|
Ranch
|
Surface
|
5
|
810.00
|
460
|
557.41
|
Subtotal
|
135
|
37,456.15
|
13,756
|
15,632.01
|
|
Phase III Extended (February 2019 to October 2020)
|
|||||
Las Chispas¹
|
Surface
|
163
|
49,377.89
|
17,530
|
15,852.76
|
Babicanora²
|
Surface
|
241
|
72,175.80
|
20,444
|
19,990.66
|
Underground
|
13
|
2,039.60
|
1,067
|
863.24
|
|
Babicanora Norte
|
Surface
|
276
|
68,281.85
|
17,740
|
15,627.42
|
Babicanora Sur
|
Surface
|
119
|
35,285.50
|
10,379
|
10,258.73
|
Babi Vista
|
Surface
|
220
|
69,313.76
|
6,022
|
4,921.80
|
Underground
|
38
|
8,427.70
|
2,898
|
2,636.21
|
|
El Muerto Zone
|
Surface
|
48
|
12,865.65
|
5,038
|
5,218.12
|
Ranch
|
Surface
|
3
|
708.99
|
196
|
188.41
|
La Victoria
|
Surface
|
8
|
2,263.30
|
1,542
|
1,613.60
|
Los Chiltepines
|
Surface
|
16
|
4,638.55
|
2,379
|
2,408.33
|
DEF Drillholes
|
Underground
|
68
|
1,745.55
|
1,634
|
1,488.41
|
Subtotal
|
1,213
|
327,124.14
|
86,869
|
81,067.69
|
|
Phase IV (October 2020 to June 2022)
|
|||||
Babicanora²
|
Surface
|
24
|
7,244.65
|
1,942
|
1,886.64
|
Underground
|
12
|
1,137.20
|
294
|
262.21
|
|
Babicanora Norte
|
Surface
|
53
|
17,615.25
|
5,072
|
5,019.07
|
Babi Vista
|
Surface
|
216
|
77,362.45
|
19,705
|
18,450.76
|
Underground
|
14
|
2,541.65
|
779
|
778.84
|
|
Babicanora Sur
|
Surface
|
4
|
1,102.80
|
389
|
362.78
|
El Muerto Zone
|
Surface
|
94
|
31,312.81
|
10,827
|
10,981.04
|
Granaditas
|
Surface
|
31
|
8,383.55
|
3,433
|
3,208.55
|
Encinitas
|
Surface
|
8
|
2,486.60
|
1,287
|
1,419.37
|
Amethyst
|
Surface
|
9
|
4,179.40
|
1,267
|
1,260.58
|
DEF Drillholes
|
Underground
|
470
|
18,420.87
|
10,471
|
10,289.10
|
Subtotal
|
935
|
171,787.23
|
55,466
|
53,918.94
|
|
Phase V (June 2022 to March 2023)
|
|||||
Babicanora²
|
Surface
|
6
|
1,152.29
|
864
|
806.25
|
Underground
|
20
|
4,694.75
|
2,579
|
2,435.95
|
Vein
|
Drill Location
|
Number of
|
Length
|
Number of
|
Length of
|
Drill Holes
|
Drilled (m)
|
Samples
|
Samples (m)
|
Babicanora Norte
|
Surface
|
66
|
13,922.26
|
8,684
|
8,426.90
|
Underground
|
19
|
2,803.05
|
1,595
|
1,544.00
|
|
Babi Vista
|
Surface
|
23
|
6,377.15
|
3,580
|
3,554.22
|
Underground
|
13
|
2,403.60
|
1,536
|
1,484.52
|
|
Babicanora Sur
|
Surface
|
64
|
22,234.15
|
13,959
|
14,291.44
|
El Muerto Zone
|
Surface
|
2
|
570.50
|
396
|
409.90
|
La Victoria
|
Surface
|
7
|
1,384.05
|
1,215
|
1,264.75
|
Ranch
|
Surface
|
13
|
5,234.55
|
3,791
|
4,122.85
|
Espiritu Santo
|
Surface
|
8
|
3,404.45
|
3,118
|
3,386.60
|
Gemas
|
Surface
|
4
|
1,455.35
|
966
|
1,047.65
|
Las Chispas Extension
|
Surface
|
2
|
1,058.10
|
566
|
597.00
|
Varelas
|
Surface
|
3
|
1,085.50
|
962
|
1,085.50
|
DEF Drillholes
|
Underground
|
291
|
15,927.39
|
8,959
|
8,158.71
|
Subtotal
|
541
|
83,707
|
52,770
|
52,616
|
|
Phase V Extended (March 22, 2023 - October 31, 2024)
|
|||||
Babicanora Norte
|
Surface
|
21
|
3,183.89
|
2,353
|
2,206.93
|
Underground
|
27
|
6,207.19
|
3,430
|
3,262.75
|
|
Babicanora Sur
|
Surface
|
45
|
14,943.02
|
8,551
|
8,196.29
|
El Muerto Zone
|
Surface
|
11
|
3,757.45
|
2,318
|
2,290.11
|
Encinitas
|
Surface
|
9
|
2,325.39
|
1,688
|
1,793.88
|
West Block
|
Surface
|
1
|
600.40
|
501
|
602.65
|
William Tell
|
Surface
|
24
|
6,632.59
|
2,261
|
2,084.35
|
Las Chispas Extension
|
Surface
|
78
|
30,116.69
|
15,430
|
15,171.11
|
Chiltepines
|
Surface
|
8
|
2,968.35
|
2,179
|
2,337.40
|
Los Sheiks
|
Surface
|
4
|
1,865.54
|
1,775
|
1,687.70
|
La Victoria
|
Surface
|
5
|
2,266.99
|
2,267
|
2,258.41
|
Ranch
|
Surface
|
10
|
5,520.94
|
4,894
|
5,082.63
|
Babicanora
|
Underground
|
6
|
2,419.94
|
1,647
|
1,798.60
|
Babi Vista
|
Underground
|
12
|
1,632.15
|
563
|
521.88
|
DEF Drillholes
|
Underground
|
1097
|
70,390.86
|
25,342
|
16,947.38
|
Subtotal
|
-
|
1,358
|
154,831
|
75,199
|
66,242
|
Total
|
-
|
4,498
|
861,709
|
328,994
|
319,016
|
Figure 7‑10:
|
Las Chispas Drill Program Phase Map & District Veins
|
7.8.1
|
Drilling Results
|
7.8.6.1.1
|
Babicanora (Main) Vein
|
7.8.6.1.2 |
Babicanora Footwall (FW) Vein
|
7.8.6.1.3 |
Babicanora Norte Vein
|
7.8.6.1.4 |
Babicanora Sur Vein
|
7.8.6.1.5 |
Granaditas Vein
|
7.8.6.1.6 |
Luigi Vein
|
7.8.6.1.7
|
Ranch Veins
|
7.8.6.1.8 |
Espíritu Santo Vein
|
7.8.6.1.9 |
General
|
7.8.6.1.10 |
Babicanora (Main) Vein
|
7.8.6.1.11 |
Babicanora Footwall (FW) Vein
|
7.8.6.1.12 |
Babicanora Norte (Main) Vein
|
7.8.6.1.13 |
Babicanora Sur (Main) Vein
|
7.8.6.1.14 |
Babi Vista (Main) Vein
|
7.8.6.1.15 |
Babi Vista Vein Splay
|
7.8.6.1.16 |
Las Chispas Vein
|
7.8.6.1.17 |
General
|
7.8.6.1.18 |
Babicanora Main Vein, HW, FW, Splays and Bifurcations
|
7.8.6.1.19 |
Babicanora Norte Main Vein, HW, FW, Splays and Bifurcations
|
7.8.6.1.20 |
Babi Vista Main Vein, HW, FW, Splays and Bifurcations
|
7.8.6.1.21 |
Babicanora Sur Main Vein & Las Encinitas
|
7.8.6.1.22 |
Las Chispas Vein
|
7.8.6.1.23 |
General
|
7.8.6.1.24 |
Babicanora Main Vein, HW, FW, Splays and Bifurcations
|
7.8.6.1.25 |
Babicanora Norte Vein, HW, FW, Splays and Bifurcations
|
7.8.6.1.26 |
Babi Vista Main Vein, HW, FW, Splays and Bifurcations
|
7.8.6.1.27 |
Babicanora Sur Main Vein
|
7.8.6.1.28 |
La Victoria Vein
|
7.8.6.1.29 |
Ranch Area
|
7.8.6.1.30 |
Espíritu Santo Vein
|
7.8.6.1.31 |
Gema Vein
|
7.8.6.1.32 |
Las Chispas Vein
|
7.8.6.1.33 |
Varela Area
|
7.8.6.1.34 |
Babicanora Norte
|
7.8.6.1.35 |
Babi Vista FW
|
7.8.6.1.36 |
Babi Sur
|
7.8.6.1.37 |
William Tell
|
7.8.6.1.38 |
El Muerto
|
7.8.6.1.39 |
Encinitas
|
7.8.6.1.40 |
La Victoria and La Colorada
|
7.8.6.1.41 |
Las Chispas Extension
|
7.8.6.1.42 |
Ranch-Granaditas
|
7.8.6.1.43 |
Los Chiltepins and Cumaro
|
7.8.6.1.44 |
Los Sheiks
|
8 |
SAMPLE PREPARATION, ANALYSIS AND SECURITY
|
• |
Underground and surface sampling as chip samples and (or) channel samples;
|
• |
Stockpile/backfill sampling as intact muck from historic draw points and (or) placed or remobilized muck within underground development;
|
• |
Drill core sampling as hand-split core or wet saw-cut core; and
|
• |
Surface stockpile trenching and sampling.
|
8.1 |
Underground Chip Sample Collection Approach (up to December 2021)
|
• |
Underground continuous chip and channel samples were marked by a geologist, per lithology or mineralization contacts, using spray paint prior to sample collection;
|
• |
Samples were collected using a small sledgehammer, a hand maul and chisel, and a small tarp on the floor to collect the chips, or a power saw for channelling;
|
• |
Samples were collected and placed into clear plastic sample bags with a sample tab, secured with a zip tie, labelled, and stored in the semi-secure core storage facility at Las Chispas prior to being transported to ALS Chemex
Hermosillo or the Bureau Veritas Minerals Laboratories (Bureau Veritas), also located in Hermosillo;
|
• |
Samples were collected along development ribs as longitudinal samples, along backs and overhead stope pillars as transverse samples, and along some crosscuts as transverse samples. The collection program was eventually modified
to allow identification of each sample type in the geological database;
|
• |
For the historical workings, a follow-up program was initiated to collect duplicate and new samples using a power saw to cut a channel along the initial chip path. Saw-cut samples were collected at every five to eight samples,
depending on access;
|
• |
Each sample path was labelled with a sample number written on a piece of flagging tape, which was anchored to the development wall; and
|
• |
Las Chispas Operations senior geologist and exploration manager conducted a follow-up review of the sampling program to ensure that all development drifts near the mineralization zone were sampled, that transverse samples were
properly collected across veins, and that the samples were clearly and properly labeled.
|
8.2 |
Underground Muck/Stockpile Sample Collection Approach (up to December 2021)
|
• |
Samples were collected at random within the existing historic muck and material stockpiles in the Las Chispas, William Tell, and Babicanora workings;
|
• |
The average mass of the samples collected was 4 kg;
|
• |
Sample spacing along continuous muck piles was 10 m, suggesting that each sample could represent 20 t to 40 t of material, depending on the size of the pile;
|
• |
Sample collection was completed by hand or shovel, from near surface material, as non-selective collection to represent both the fine and coarse fragment portions of the muck piles;
|
• |
The muck samples were then collected and placed into clear plastic sample bags with a sample tab, secured with a zip tie, labelled, and stored in the semi-secure core storage facility at Las Chispas prior to being transported to
ALS Chemex, Hermosillo; and
|
• |
Las Chispas Operations senior geologist and Vice President of Exploration and Technical Services conducted a follow-up review of the sampling program to ensure all appropriate muck piles were sampled and the samples clearly and
properly labelled.
|
8.3 |
Drill Core Sample Collection Approach
|
• |
Project geologists logged the drill holes, and the senior geologist reviewed the logs;
|
• |
For a newly discovered vein, the first 10 drill holes were completely sampled. Additional drill holes could be entirely sampled, if such sampling was needed to establish an understanding of geology and mineralization;
|
• |
Sample intervals were laid out for mineralization, veining, and structure. 10 m before and after each mineralization zone was included in the sampling intervals. A minimum of 0.5 m sample lengths of mineralized material was taken
up to a maximum of 3 m in non-mineralization rock;
|
• |
Each sample interval was either split using a hand splitter or cut using a wet core saw, perpendicular to veining, where possible, to leave representative core in the box and to reduce any potential bias in the sampled
mineralization submitted with the sample;
|
• |
Half of the core was placed into clear plastic sample bags with a sample tab, secured with a zip tie, labelled, and stored in the semi-secure core storage facility at Las Chispas before being transported to ALS Chemex Hermosillo;
and
|
• |
A follow-up review of the core sampling program, to ensure that each sample was properly split/cut the sample intervals were clearly marked, representative core samples remain in the core box, and sample tags were stapled to the
core boxes in sequential order.
|
8.4 |
Bulk Density Determinations
|
Table 8‑1:
|
Summary of Bulk Density Measurements at Las Chispas Operation
|
8.5 |
Sample Analytical Methods
|
8.5.1
|
ALS Chemex Laboratories and Bureau Veritas
|
• |
All samples were crushed to 75% (ALS Chemex, Hermosillo) or 70% (Bureau Veritas) <2 mm, then mixed and split with a riffle splitter;
|
• |
A split from all samples was then pulverized to 80% (ALS Chemex, Hermosillo) or 85% (Bureau Veritas) <75 µm;
|
• |
All pulverized splits were submitted for multi-element aqua regia digestion with inductively coupled plasma (“ICP”)-mass spectrometry (“MS”), atomic emission spectroscopy (“AES”) or optical emission spectroscopy (“OES”)
detection; and
|
• |
All pulverized splits were submitted for gold fire assay fusion with atomic absorption spectroscopy (“AAS”) detection (30 g).
|
• |
Samples returning grades above the upper detection limit of >100 g/t silver from ICP analysis were re-run using aqua regia digestion and ICP-AES detection, and diluted to adjust for grade detection limits (<1,500 g/t); and
|
• |
Where silver grades were ≥1,500 g/t Ag, the sample was re-run using fire assay fusion (FA) with gravimetric detection.
|
• |
During Phase I (March 2016 to October 2016), all samples were analyzed for gold by 30 g fire assay with AAS detection;
|
• |
During Phase II (October 2016 to February 2018), samples were analyzed by ICP-MS. Where gold values were >1 g/t Au, the samples were re-run using FA with gravimetric detection, and where gold values were >10 g/t Au, the
samples were re-run using 30 g FA with AAS detection;
|
• |
During Phase III (February 2018 to February 2019), selective metallic screen analysis was completed at SGS Durango;
|
• |
During Phase III Extended (February 2019 to October 2020), gold and silver were analyzed using 30 g FA with gravimetric finish;
|
• |
For the definition and exploration drilling undertaken from October 2020 to October 2024, gold was analyzed using 30 g FA with gravimetric finish; and
|
• |
Samples returning grades of >10,000 ppm of zinc, lead, or copper from ICP-MS analysis were re-run using aqua regia digestion with ICP-AES finish.
|
8.5.2
|
SGS (Arizpe)
|
• |
All samples were received, registered, dried at 105°C, and weighed;
|
• |
All samples were crushed to 75% <2 mm, homogenized and a 500 g split generated with a riffle splitter; and
|
• |
The 500 g split was pulverized to ≥85% <75µm (the “primary pulp”).
|
• |
From April 2022 to October 2024, all underground channel and chip samples were analyzed for gold by 30 g fire assay with AAS detection (GO_FAG37V). Samples returning grades >100 g/t Au were further analyzed by fire assay with
gravimetric finish (GC_FAG33V); and
|
• |
From April 2022 to November 2023, underground channel and chip samples were analyzed for silver by fire assay with AAS finish (GO_FAG37V) and by Aqua Regia digestion with ICP-OES finish (GE_ICP21B). From November 2023, method
GE_ICP21B was discontinued. Samples returning grades >10,000 g/t Ag were further analyzed by fire assay with gravimetric finish (GC_FAG33V).
|
• |
From the time of accreditation at the Arizpe lab in December 2023, all definition drilling samples were sent to SGS for analysis;
|
• |
Samples were analyzed for gold by 30 g fire assay with AAS detection (GO_FAG37V). Samples returning grades >100 g/t Au were further analyzed by fire assay with gravimetric finish (GC_FAG33V); and
|
• |
Samples were initially analyzed for silver by fire assay with AAS finish (GO_FAG37V) and by Aqua Regia digestion with ICP-OES finish (GE_ICP21B). From June 2024, method GO_FAG37V was discontinued. Samples returning grades
>10,000 g/t Ag were further analyzed by fire assay with gravimetric finish (GC_FAG33V).
|
• |
From the time of accreditation at the Arizpe lab in December 2023, all exploration drilling samples were sent to SGS for analysis;
|
• |
Samples were analyzed for gold by 30 g fire assay with AAS detection (GO_FAA30V); and
|
• |
Samples were analyzed for silver by Aqua Regia digestion with ICP-OES finish (GE_ICP21B). Samples returning grades >100 g/t Ag were further analyzed by fire assay with AAS finish (GO_FAG37V).
|
8.6 |
Las Chispas Operations Staff QA/QC Approach
|
8.6.1
|
Phase I QA/QC Program
|
8.6.2
|
Phase II QA/QC Program
|
8.6.2.1
|
Certified Reference Materials
|
8.6.2.2
|
Blanks
|
8.6.2.3
|
Duplicate Program
|
8.6.3
|
Phase III QA/QC Program
|
8.6.3.1
|
Certified Reference Materials
|
8.6.3.2
|
Blanks
|
8.6.3.3
|
Duplicate Program
|
8.6.4
|
Extended Phase III QA/QC Program
|
8.6.4.1
|
Certified Reference Materials
|
8.6.4.2
|
Blanks
|
8.6.4.3
|
Duplicate Program
|
8.6.5
|
Phase IV QA/QC Program – Drilling
|
8.6.5.1
|
Certified Reference Materials
|
Table 8‑2:
|
Standards Expected Au and Ag Values and the Failure Rates for January 2020 to June 2022 Drilling
|
Standards
|
Expected Au
Values, ± 3SD
(g/t)
|
Expected Ag
Values, ± 3SD
(g/t)
|
Sent
|
Au Failures
(%)
|
CDN-ME-1805
|
2.67, ± 0.255
|
2,236, ± 111
|
250
|
9
|
CDN-ME-1901
|
7.74, ± 0.975
|
371, ± 27
|
1,749
|
0.5
|
CDN-ME-1902
|
5.38, ± 0.63
|
356, ± 28.50
|
798
|
3
|
8.6.5.2
|
Blanks
|
8.6.5.3
|
Laboratory Duplicates
|
Table 8‑3:
|
Standards Expected Au and Ag Values and the Failure Rates for Jan 2020 to Jun 2022 Drilling
|
Year
|
AU-GRA21
|
AU-GRA21
|
||
R2
|
CVAVE
|
R2
|
CVAVE
|
|
2020
|
0.9995
|
6.0
|
0.9997
|
3.8
|
2021
|
0.9989
|
6.5
|
0.9996
|
2.0
|
8.6.6
|
Phase IV QA/QC Program – Underground Channel Samples
|
8.6.6.1
|
Certified Reference Materials
|
Table 8‑4:
|
Standards Expected Au and Ag Values and the Failure Rates for SGS-Arizpe, April to June, 2022
|
Standards
|
Expected Au
Values, ± 3SD
(g/t)
|
Expected Ag
Values, ± 3SD
(g/t)
|
Sent
|
Au Failures
(%)
|
CDN-ME-1805
|
2.67, ± 0.255
|
2,236, ± 111
|
250
|
9
|
CDN-ME-1901
|
7.74, ± 0.975
|
371, ± 27
|
1,749
|
0.5
|
CDN-ME-1902
|
5.38, ± 0.63
|
356, ± 28.50
|
798
|
3
|
8.6.6.2
|
Blanks
|
8.6.6.3
|
Field Duplicates
|
8.6.6.4
|
Independent Laboratory Duplicates
|
8.6.6.5
|
Internal Laboratory QA/QC – SGS, Arizpe
|
8.6.7
|
Phase V QA/QC Program – Definition Drilling (Jul 2022 to Oct 2024)
|
8.6.7.1
|
Certified Reference Materials
|
Table 8‑5:
|
Standards Expected Au and Ag Values and the Failure Rates for Jul 2022 to Oct 2024 Definition Drilling
|
Standards
|
Expected Au
|
Expected Ag
|
ALS
|
SGS
|
||||
Values, ± 3SD
|
Values, ± 3SD
|
Sent
|
Au Failures
|
Ag Failures
|
Sent
|
Au Failures
|
Ag Failures
|
|
(g/t)
|
(g/t)
|
(N=)
|
(%)
|
(%)
|
(N=)
|
(%)
|
(%)
|
|
CDN-ME-1805
|
2.67, ± 0.255
|
2,236, ± 111
|
64
|
7.8
|
7.8
|
--
|
--
|
--
|
CDN-ME-2104
|
2.388, ± 0.348
|
126, ± 10.50
|
62
|
1.6
|
0.0
|
--
|
--
|
--
|
CDN-ME-1902
|
5.38, ± 0.63
|
356, ± 28.50
|
631
|
1.0
|
4.4
|
4
|
0.0
|
0.0
|
LC-2022-LOW
|
1.95, ± 0.18
|
221, ± 16.50
|
35
|
5.7
|
2.9
|
359
|
2.2
|
3.9
|
LC-2022-MID
|
5.84, ± 0.54
|
567, ± 34.50
|
--
|
--
|
--
|
437
|
1.8
|
1.8
|
LC-2022-HIGH
|
7.76, ± 0.60
|
1,156, ± 70.5
|
--
|
--
|
--
|
83
|
0.0
|
0.0
|
Total
|
792
|
1.8
|
4.3
|
883
|
1.8
|
2.5
|
Figure 8‑1:
|
Definition Drilling CRM CDN-ME 1805 Analysis for Gold
|
Figure 8‑2:
|
Definition Drilling CRM CDN-ME-1805 Analysis for Silver
|
Figure 8‑3:
|
Definition Drilling CRM CDN-ME 2104 Analysis for Gold
|
Figure 8‑4:
|
Definition Drilling CRM CDN-ME-2104 Analysis for Silver
|
Figure 8‑5:
|
Definition Drilling CRM CDN-ME 1902 Analysis for Gold
|
Figure 8‑6:
|
Definition Drilling CRM CDN-ME 1902 Analysis for Silver
|
Figure 8‑7:
|
Definition Drilling CRM LC-2022-LOW Analysis for Gold
|
Figure 8‑8:
|
Definition Drilling CRM LC-2022-LOW Analysis for Silver
|
Figure 8‑9:
|
Definition Drilling CRM LC-2022-MID Analysis for Gold
|
Figure 8‑10:
|
Definition Drilling CRM LC-2022-MID Analysis for Silver
|
Figure 8‑11:
|
Definition Drilling CRM LC-2022-HIGH Analysis for Gold
|
Figure 8‑12:
|
Definition Drilling CRM LC-2022-HIGH Analysis for Silver
|
8.6.7.2
|
Blanks
|
Figure 8‑13:
|
Analytical Results for Gold Grades from Definition Drilling QA/QC Blank Sample Insertions
|
Figure 8‑14:
|
Analytical Results for Silver Grades from Definition Drilling QA/QC Blank Sample Insertions
|
8.6.7.3
|
Duplicates
|
8.6.8
|
Phase V QA/QC Program – Exploration Drilling at (Jul 2022 to Oct 2024)
|
8.6.8.1 |
Certified Reference Materials
|
Table 8‑6:
|
Standards Expected Au and Ag Values and the Failure Rates for Jul 2022 to Oct 2024 Exploration Drilling
|
Standards
|
Expected Au
|
Expected Ag
|
ALS
|
SGS
|
||||
Values, ± 3SD
|
Values, ± 3SD
|
Sent
|
Au Failures
|
Ag Failures
|
Sent
|
Au Failures
|
Ag Failures
|
|
(g/t)
|
(g/t)
|
(N=)
|
(%)
|
(%)
|
(N=)
|
(%)
|
(%)
|
|
CDN-ME-1805
|
2.67, ±0.255
|
2,236, ±111
|
13
|
0.0
|
0.0
|
10
|
10.0
|
10.0
|
CDN-ME-1902
|
5.38, ±0.63
|
356, ±28.50
|
1405
|
1.0
|
4.9
|
227
|
0.9
|
7.5
|
LC-2022-LOW
|
1.95, ±0.18
|
221, ±16.50
|
19
|
5.3
|
0.0
|
108
|
1.9
|
2.8
|
LC-2022-MID
|
5.84, ±0.54
|
567, ±34.50
|
--
|
--
|
--
|
122
|
0.0
|
0.0
|
LC-2022-HIGH
|
7.76, ±0.60
|
1,156, ±70.5
|
--
|
--
|
--
|
3
|
33.3
|
33.3
|
Total
|
1437
|
1.0
|
4.8
|
460
|
1.1
|
4.6
|
Figure 8‑15:
|
Exploration Drilling CRM CDN-ME 1805 Analysis, Gold
|
Figure 8‑16:
|
Exploration Drilling CRM CDN-ME-1805 Analysis for Silver
|
Figure 8‑17:
|
Exploration Drilling CRM CDN-ME 1902 Analysis for Gold
|
Figure 8‑18:
|
Exploration Drilling CRM CDN-ME 1902 Analysis for Silver
|
Figure 8‑19:
|
Exploration Drilling CRM LC-2022-LOW Analysis for Gold
|
Figure 8‑20:
|
Exploration Drilling CRM LC-2022-LOW Analysis for Silver
|
Figure 8‑21:
|
Exploration Drilling CRM LC-2022-MID Analysis for Gold
|
Figure 8‑22:
|
Exploration Drilling CRM LC-2022-MID Analysis for Silver
|
Figure 8‑23:
|
Exploration Drilling CRM LC-2022-HIGH Analysis for Gold
|
Figure 8‑24:
|
Exploration Drilling CRM LC-2022-HIGH Analysis for Silver
|
8.6.8.2
|
Blanks
|
Figure 8‑25:
|
Analytical Results for Gold Grades from Definition Drilling QA/QC Blank Sample Insertions
|
Figure 8‑26:
|
Analytical Results for Silver Grades from Definition Drilling QA/QC Blank Sample Insertions
|
8.6.8.3 |
Duplicates
|
Figure 8‑27:
|
Exploration Drilling Field Duplicate Analytical Results for Gold
|
Figure 8‑28:
|
Exploration Drilling Field Duplicate Analytical Results for Silver
|
Figure 8‑29:
|
Exploration Drilling Laboratory Duplicate Analytical Results for Gold
|
Figure 8‑30:
|
Exploration Drilling Laboratory Duplicate Analytical Results for Silver
|
8.6.9
|
Phase V QA/QC Program – Underground Channel Samples
|
8.6.9.1
|
Certified Reference Materials
|
Table 8‑7:
|
Standards Expected Au and Ag Values and the Failure Rates for SGS-Arizpe, July 2022 to October 2024 Underground Channel Sampling
|
Standards
|
Expected Au
|
Expected Ag
Values, ± 3SD
(g/t)
|
SGS
|
||
Values, ± 3SD
(g/t)
|
Sent
(N=)
|
Au Failures
(%)
|
Ag Failures
(%)
|
||
CDN-ME-1805
|
2.67, ± 0.255
|
2,236, ± 111
|
269
|
5.9
|
8.2
|
CDN-ME-2104
|
2.388, ± 0.348
|
126, ± 10.50
|
430
|
0.7
|
5.1
|
CDN-ME-1902
|
5.38, ± 0.63
|
356, ± 28.50
|
47
|
0.0
|
4.3
|
LC-2022-LOW
|
1.95, ± 0.18
|
221, ± 16.50
|
454
|
5.3
|
5.1
|
LC-2022-MID
|
5.84, ± 0.54
|
567, ± 34.50
|
289
|
0.7
|
1.4
|
LC-2022-HIGH
|
7.76, ± 0.60
|
1,156, ± 70.5
|
188
|
2.7
|
2.1
|
Total
|
1,677
|
3.0
|
4.6
|
Figure 8‑31:
|
Underground Channel Sampling CRM CDN-ME-1805 Analysis for Gold
|
Figure 8‑32:
|
Underground Channel Sampling CRM CDN-ME-1805 Analysis for Silver
|
Figure 8‑33:
|
Underground Channel Sampling CRM CDN-ME-1902 Analysis for Gold
|
Figure 8‑34:
|
Underground Channel Sampling CRM CDN-ME-1902 Analysis for Silver
|
Figure 8‑35:
|
Underground Channel Sampling CRM LC-2022-LOW Analysis for Gold
|
Figure 8‑36:
|
Underground Channel Sampling CRM LC-2022-LOW Analysis for Silver
|
Figure 8‑37:
|
Underground Channel Sampling CRM LC-2022-MID Analysis for Gold
|
Figure 8‑38:
|
Underground Channel Sampling CRM LC-2022-MID Analysis for Silver
|
Figure 8‑39:
|
Underground Channel Sampling CRM LC-2022-HIGH Analysis for Gold
|
Figure 8‑40:
|
Underground Channel Sampling CRM LC-2022-HIGH Analysis for Silver
|
8.6.9.2 |
Blanks
|
Figure 8‑41:
|
Analytical Results for Gold Grades from Underground Channel Sampling QA/QC Blank Sample Insertions
|
Figure 8‑42:
|
Analytical Results for Ag Grades from Underground Channel Sampling QA/QC Blank Sample Insertions
|
8.6.9.3
|
Duplicates
|
Figure 8‑43:
|
Underground Channel Sampling Field Duplicate Analytical Results for Gold
|
Figure 8‑44:
|
Underground Channel Sampling Field Duplicate Analytical Results for Silver
|
Figure 8‑45:
|
Underground Channel Sampling Coarse Reject Duplicate Analytical Results for Gold
|
Figure 8‑46:
|
Underground Channel Sampling Coarse Reject Duplicate Analytical Results for Silver
|
8.7 |
Comments on Sample Preparation, Analysis and Security
|
9 |
DATA VERIFICATION
|
9.1 |
Data Verification and Validation
|
9.1.1
|
P&E Data Verification
|
9.1.2
|
Data Validation
|
9.2 |
Site Visits and Independent Sampling
|
9.2.1
|
P&E Site Visit and Independent Sampling March 2022
|
Figure 9‑1:
|
March 2022 Site Visit Sample Comparison for Gold
|
Figure 9‑2:
|
March 2022 Site Visit Sample Comparison for Silver
|
9.2.2
|
P&E Site Visit and Independent Sampling December 2024
|
Figure 9‑3
|
December 2024 Site Visit Sample Comparison for Gold
|
Figure 9‑4:
|
December 2024 Site Visit Sample Comparison for Silver
|
9.3 |
Processing, Environmental and Permitting Data Verification
|
9.4 |
Comments on Data Verification
|
10 |
MINERAL PROCESSING AND METALLURGICAL TESTING
|
10.1 |
Introduction
|
10.2 |
Process Plant Operating Performance
|
10.2.1
|
Gold Recovery
|
Figure 10‑1:
|
2024 Daily Operating Gold Recoveries at Las Chispas
|
Figure 10‑2:
|
Gold Recovery as a Function of Head Grade
|
10.2.2
|
Silver Recovery
|
Figure 10‑3:
|
2024 Daily Operating Silver Recoveries as a Function of Time
|
Figure 10‑4:
|
Silver Recovery as a Function of Head Grade
|
10.2.3
|
Recovery Projections
|
Table 10‑1:
|
Forecast Life of Mine Average Au and Ag Recovery
|
Processing Flowsheet
|
Overall Recovery (%)
|
|
Au
|
Ag
|
|
WOL
|
98.0
|
97.5
|
10.3 |
Comments on Mineral Processing and Metallurgical Testing
|
11 |
MINERAL RESOURCE ESTIMATES
|
11.1 |
Introduction
|
11.2 |
Database
|
Table 11‑1:
|
Drillhole Database Summary
|
Data Type
|
Total Number
|
Total Meters
|
Exploration GeoSpark Database Drill Holes*
|
2,572
|
755,224
|
Mine Geology GeoSpark Database Drill Holes
|
1,958
|
108,790
|
Total Drill Holes
|
4,530
|
864,014
|
Underground Channel Samples in Babicanora and Las Chispas Areas
|
28,102
|
19,843
|
Underground Channel/chip Samples (point data) in Las Chispas Area only**
|
6,511
|
NA
|
Figure 11‑1:
|
Babicanora Drill Hole Plan
|
Figure 11‑2:
|
Las Chispas Drill Hole Plan
|
Table 11‑2:
|
Las Chispas Assay Database Summary
|
Dataset
|
Variable
|
Au
|
Ag
|
Drill Holes
|
Number of Samples
|
332,485
|
332,487
|
Minimum Value *
|
0.001
|
0.20
|
|
Maximum Value *
|
3,366
|
114,814
|
|
Mean *
|
0.29
|
25.35
|
|
Median *
|
0.05
|
0.90
|
|
Variance
|
78.03
|
326,428
|
|
Standard Deviation
|
8.83
|
571.34
|
|
Coefficient of Variation
|
30.52
|
22.54
|
|
Skewness
|
210.22
|
83.03
|
|
Kurtosis
|
68,811
|
10,401
|
|
UG Channel/Chip Samples
|
Number of Samples
|
28,102
|
28,102
|
Minimum Value *
|
0.005
|
0.20
|
|
Maximum Value *
|
2,766.00
|
266,110.00
|
|
Mean *
|
6.00
|
587.45
|
|
Median *
|
0.05
|
10.00
|
|
Variance
|
1,822.68
|
15,083,427.98
|
|
Standard Deviation
|
42.69
|
3,883.74
|
|
Coefficient of Variation
|
7.11
|
6.61
|
|
Skewness
|
25.04
|
24.55
|
|
Kurtosis
|
1,033.39
|
1,091.46
|
|
UG Channel/Chip Samples of Las Chispas Area
|
Number of Samples
|
6,511
|
6,511
|
Minimum Value *
|
0.002
|
0.20
|
|
Maximum Value *
|
136.00
|
10,000
|
|
Mean *
|
0.78
|
118.85
|
|
Median *
|
0.05
|
9.00
|
|
Variance
|
10.35
|
168,938
|
|
Standard Deviation
|
3.22
|
411.02
|
|
Coefficient of Variation
|
4.14
|
3.46
|
|
Skewness
|
17.75
|
10.32
|
|
Kurtosis
|
564.44
|
171.97
|
11.3 |
Data Verification
|
11.4 |
Domain Interpretation
|
Figure 11‑3:
|
Babicanora 3D Domains
|
Figure 11‑4:
|
Las Chispas 3D Domains
|
11.5 |
Rock Code Determination
|
Table 11‑3:
|
Rock Codes Used for the Mineral Resource Estimate
|
Area
|
Vein Group
|
Vein Name
|
Vein Code
|
Rock Code
|
Babicanora
|
Babi (BAM)
|
Babi Main
|
BAM Main
|
1000
|
Babi Main RDCLF1
|
BAM RDCLF1
|
1001
|
||
Babi Main Central
|
BAM CEN
|
1002
|
||
Babi Main Bifurcation 1
|
BAM BIF 1
|
1003
|
||
Babi Main Bifurcation 2
|
BAM BIF 2
|
1004
|
||
Babi FW
|
BAM FW
|
1005
|
||
Babi Main Bifurcation 3
|
BAM BIF 3
|
1006
|
||
Babi Main Bifurcation 4
|
BAM BIF 4
|
1007
|
||
Babi Main Bifurcation 5
|
BAM BIF 5
|
1008
|
||
Babi Main Bifurcation 6
|
BAM BIF 6
|
1009
|
||
Babi Main Bifurcation 7
|
BAM BIF 7
|
1011
|
||
Babi HW
|
BAM HW
|
1010
|
||
Babi Splay 1
|
BAM Splay 1
|
1015
|
||
Babi Splay 2
|
BAM Splay 2
|
1020
|
||
El Muerto (EM)
|
El Muerto
|
EM
|
1050
|
|
El Muerto Bifurcation
|
EM BIF
|
1055
|
||
El Muerto Splay
|
EM Splay
|
1060
|
||
Babi Norte (BAN)
|
Babi Norte SE
|
BAN SE
|
1102
|
|
Babi Norte NW
|
BAN NW
|
1103
|
||
Babi Norte CEN
|
BAN CEN
|
1104
|
||
Babi Norte HW SE
|
BAN HW SE
|
1105
|
||
Babi Norte HW NW
|
BAN HW NW
|
1106
|
||
Babi Norte NW Extension
|
BAN NW EXT
|
1107
|
||
Babi Norte HW Splay
|
BAN HW Splay
|
1110
|
||
Babi Norte Bifurcation 2
|
BAN BIF 2
|
1116
|
||
Babi Norte Splay 1
|
BAN Splay 1
|
1130
|
||
Babi Norte Splay 2
|
BAN Splay 2
|
1135
|
Area
|
Vein Group
|
Vein Name
|
Vein Code
|
Rock Code
|
Babi Norte Splay 3
|
BAN Splay 3
|
1140 | ||
Babi Norte Splay 4
|
BAN Splay 4
|
1145
|
||
Babi Sur (BAS)
|
Babi Sur Main
|
BAS Main
|
1200
|
|
Babi Sur FW
|
BAS FW
|
1205
|
||
Babi Sur HW
|
BAS HW
|
1210
|
||
Babi Sur Splay 1
|
BAS Splay 1
|
1220
|
||
Babi Sur Splay 2
|
BAS Splay 2
|
1221
|
||
Babi Sur Splay 3
|
BAS Splay 3
|
1222
|
||
Babi Sur Splay 4
|
BAS Splay 4
|
1223
|
||
Granaditas (GRAN)
|
Granaditas 1
|
GRAN 1
|
1300
|
|
Granaditas 2
|
GRAN 2
|
1305
|
||
Babi Vista (BAV)
|
Babi Vista Main
|
BAV Main
|
1400
|
|
Babi Vista BIF 1
|
BAV BIF 1
|
1401
|
||
Babi Vista BIF 2
|
BAV BIF 2
|
1402
|
||
Babi Vista BIF 3
|
BAV BIF 3
|
1403
|
||
Babi Vista Splay 1
|
BAV Splay 1
|
1410
|
||
Babi Vista Splay 2
|
BAV Splay 2
|
1415
|
||
Babi Vista Splay 3
|
BAV Splay 3
|
1420
|
||
Babi Vista FW
|
BAV FW
|
1450
|
||
Babi Vista Andesite
|
BAV AND
|
1455
|
||
Los Parientes
|
Los Parientes
|
LP
|
1500
|
|
Encinitas
|
Encinitas
|
Encinitas
|
1600
|
|
La Victoria
|
La Victoria
|
LV
|
1700
|
|
Las Chispas
|
Giovanni
|
Giovanni
|
GIO
|
2001
|
Giovanni Mini
|
GIO_MINI
|
2002
|
||
Giovanni Bifurcation 1
|
GIO BIF 1
|
2004
|
||
Giovanni Bifurcation 2
|
GIO BIF 2
|
2005
|
||
Giovanni Mini Bifurcation 1
|
GIO Mini BIF 1
|
2006
|
||
Las Chispas
|
Las Chispas Main
|
LC Main
|
2003
|
|
Las Chispas Bifurcation 1
|
LC BIF 1
|
2007
|
||
Las Chispas Bifurcation 2
|
LC BIF 2
|
2008
|
||
Las Chispas Bifurcation 3
|
LC BIF 3
|
2009
|
||
Las Chispas Extension
|
LC EXT
|
2010
|
Area
|
Vein Group
|
Vein Name
|
Vein Code
|
Rock Code
|
Las Chispas Splay
|
LC Splay
|
2011 | ||
North Las Chispas 01
|
NLC 01
|
2012
|
||
North Las Chispas 02
|
NLC 02
|
2013 | ||
William Tell
|
William Tell
|
WT
|
3001
|
|
William Tell HW
|
WT_HW
|
3002
|
||
William Tell Mini
|
WT_MINI
|
3003
|
||
William Tell Bifurcation 1
|
WT BIF 1
|
3004
|
||
Luigi
|
Luigi
|
Luigi
|
4001
|
|
Luigi_FW 1
|
Luigi_FW 1
|
4002
|
||
Luigi Bifurcation 1
|
LUIGI BIF 1
|
4003
|
||
Luigi FW 2
|
Luigi FW 2
|
4004
|
||
Luigi FW 3
|
Luigi FW 3
|
4005
|
||
Luigi FW Splay
|
Luigi FW Splay
|
4006
|
||
Sorpresa
|
Sorpresa
|
Sorpresa
|
5000
|
|
Sorpresa Splay
|
Sorpresa Splay
|
5001
|
||
Portal vein
|
Portal vein
|
5002
|
11.6 |
Wireframe Constrained Assays
|
Table 11‑4:
|
Basic Statistics of All Assays Constrained Within Clipped Vein Wireframes
|
Veins/Data type
|
Variable
|
Au
|
Ag
|
Length
|
BAM
Drill Holes
|
Number of Samples
|
1,994
|
1,994
|
1,994
|
Minimum Value *
|
0.01
|
0.2
|
0.10
|
|
Maximum Value *
|
1,115.00
|
33,380
|
3.10
|
|
Mean *
|
9.64
|
888
|
0.72
|
|
Median *
|
1.68
|
245
|
0.61
|
|
Geometric Mean *
|
1.26
|
249
|
0.65
|
|
Variance
|
1,466.99
|
5,014,962
|
0.12
|
|
Standard Deviation
|
38.30
|
2,239
|
0.35
|
|
Coefficient of Variation
|
3.97
|
2.52
|
0.49
|
Veins/Data type
|
Variable
|
Au
|
Ag
|
Length
|
BAM
UG Channel Samples
|
Number of Samples
|
5,339
|
5,339
|
5,339
|
Minimum Value *
|
0.01
|
0.4
|
0.14
|
|
Maximum Value *
|
1,438.00
|
66,738
|
2.59
|
|
Mean *
|
13.18
|
1,121
|
0.62
|
|
Median *
|
1.99
|
282
|
0.57
|
|
Geometric Mean *
|
1.77
|
299
|
0.58
|
|
Variance
|
1,936.56
|
9,218,250
|
0.06
|
|
Standard Deviation
|
44.01
|
3,036
|
0.25
|
|
Coefficient of Variation
|
3.34
|
2.71
|
0.39
|
|
BAN
Drill Holes
|
Number of Samples
|
804
|
804
|
804
|
Minimum Value *
|
0.01
|
0.2
|
0.30
|
|
Maximum Value *
|
1,045.00
|
66,552
|
2.38
|
|
Mean *
|
16.02
|
1,899
|
0.57
|
|
Median *
|
2.50
|
377
|
0.54
|
|
Geometric Mean *
|
2.74
|
384
|
0.54
|
|
Variance
|
3,356.99
|
29,455,130
|
0.04
|
|
Standard Deviation
|
57.94
|
5,427
|
0.21
|
|
Coefficient of Variation
|
3.62
|
2.86
|
0.36
|
|
BAN
Channel Samples
|
Number of Samples
|
866
|
866
|
866
|
Minimum Value *
|
0.01
|
0.2
|
0.14
|
|
Maximum Value *
|
1,498.00
|
140,330
|
2.79
|
|
Mean *
|
23.72
|
3,162
|
0.57
|
|
Median *
|
2.68
|
413
|
0.51
|
|
Geometric Mean *
|
2.68
|
438
|
0.52
|
|
Variance
|
6,406.51
|
92,739,266
|
0.08
|
|
Standard Deviation
|
80.04
|
9,630
|
0.28
|
|
Coefficient of Variation
|
3.37
|
3.05
|
0.48
|
|
BAS
Drill Holes
|
Number of Samples
|
421
|
421
|
421
|
Minimum Value *
|
0.01
|
0.2
|
0.31
|
|
Maximum Value *
|
167.00
|
7,311
|
2.51
|
|
Mean *
|
7.27
|
376
|
0.72
|
|
Median *
|
1.95
|
139
|
0.61
|
|
Geometric Mean *
|
1.87
|
119
|
0.68
|
|
Variance
|
366.63
|
626,183
|
0.08
|
|
Standard Deviation
|
19.15
|
791
|
0.29
|
|
Coefficient of Variation
|
2.63
|
2.10
|
0.40
|
Veins/Data type
|
Variable
|
Au
|
Ag
|
Length
|
BAV
Drill Holes
|
Number of Samples
|
1,014
|
1,014
|
1,014
|
Minimum Value *
|
0.01
|
0.2
|
0.27
|
|
Maximum Value *
|
3,366.00
|
114,814
|
2.44
|
|
Mean *
|
26.88
|
2,118
|
0.53
|
|
Median *
|
3.41
|
349
|
0.50
|
|
Geometric Mean *
|
3.90
|
367.59
|
0.50
|
|
Variance
|
17,451.70
|
47,506,086
|
0.04
|
|
Standard Deviation
|
132.10
|
6,892
|
0.20
|
|
Coefficient of Variation
|
4.91
|
3.25
|
0.39
|
|
BAV
Channel Samples
|
Number of Samples
|
1,305
|
1,305
|
1,305
|
Minimum Value *
|
0.01
|
1
|
0.09
|
|
Maximum Value *
|
1,707.00
|
140,270
|
1.63
|
|
Mean *
|
45.79
|
4,167
|
0.56
|
|
Median *
|
6.10
|
620
|
0.50
|
|
Geometric Mean *
|
6.23
|
653
|
0.50
|
|
Variance
|
17,067.97
|
108,178,900
|
0.07
|
|
Standard Deviation
|
130.64
|
10,401
|
0.26
|
|
Coefficient of Variation
|
2.85
|
2.50
|
0.47
|
|
Drill Holes
|
Number of Samples
|
61
|
61
|
61
|
Minimum Value *
|
0.05
|
1.5
|
0.49
|
|
Maximum Value *
|
114.00
|
78,872
|
1.62
|
|
Mean *
|
9.09
|
2,220
|
0.71
|
|
Median *
|
2.14
|
274
|
0.59
|
|
Geometric Mean *
|
2.32
|
288
|
0.67
|
|
Variance
|
411.98
|
101,870,654
|
0.07
|
|
Standard Deviation
|
20.30
|
10,093
|
0.27
|
|
Coefficient of Variation
|
2.23
|
4.55
|
0.38
|
|
EM
Drill Holes
|
Number of Samples
|
98
|
98
|
98
|
Minimum Value *
|
0.05
|
0.5
|
0.50
|
|
Maximum Value *
|
21.80
|
2,178
|
2.06
|
|
Mean *
|
3.96
|
303
|
0.86
|
|
Median *
|
2.78
|
202
|
0.71
|
|
Geometric Mean *
|
2.18
|
151
|
0.80
|
|
Variance
|
15.38
|
121,857
|
0.14
|
|
Standard Deviation
|
3.92
|
349
|
0.37
|
|
Coefficient of Variation
|
0.99
|
1.15
|
0.43
|
Veins/Data type
|
Variable
|
Au
|
Ag
|
Length
|
Los Parientes, Encinitas &
La Victoria
Drill Holes
|
Number of Samples
|
37
|
37
|
37
|
Minimum Value *
|
0.42
|
0.2
|
0.50
|
|
Maximum Value *
|
190.50
|
2,760
|
1.90
|
|
Mean *
|
11.04
|
266
|
0.76
|
|
Median *
|
2.56
|
86
|
0.60
|
|
Geometric Mean *
|
3.54
|
54
|
0.70
|
|
Variance
|
1,066.53
|
285,026
|
0.12
|
|
Standard Deviation
|
32.66
|
534
|
0.35
|
|
Coefficient of Variation
|
2.96
|
2.01
|
0.46
|
|
Drill Holes
|
Number of Samples
|
141
|
141
|
141
|
Minimum Value *
|
0.01
|
0.2
|
0.24
|
|
Maximum Value *
|
316.00
|
26,540
|
2.00
|
|
Mean *
|
7.30
|
829
|
0.63
|
|
Median *
|
2.30
|
334
|
0.53
|
|
Geometric Mean *
|
2.32
|
320
|
0.58
|
|
Variance
|
774.13
|
5,536,438
|
0.09
|
|
Standard Deviation
|
27.82
|
2,353
|
0.30
|
|
Coefficient of Variation
|
3.81
|
2.84
|
0.47
|
|
Giovanni
UG Channel/Chip
Samples
|
Number of Samples
|
46
|
46
|
N/A
|
Minimum Value *
|
0.00
|
0.8
|
N/A
|
|
Maximum Value *
|
33.30
|
8,340
|
N/A
|
|
Mean *
|
1.99
|
333
|
N/A
|
|
Median *
|
0.07
|
13
|
N/A
|
|
Geometric Mean *
|
0.18
|
24
|
N/A
|
|
Variance
|
31.45
|
1,550,019
|
N/A
|
|
Standard Deviation
|
5.61
|
1,245
|
N/A
|
|
Coefficient of Variation
|
2.82
|
3.74
|
N/A
|
Veins/Data type
|
Variable
|
Au
|
Ag
|
Length
|
Las Chispas
Drill Holes
|
Number of Samples
|
261
|
261
|
261
|
Minimum Value *
|
0.01
|
0.2
|
0.30
|
|
Maximum Value *
|
513.00
|
42,322
|
2.25
|
|
Mean *
|
7.79
|
945
|
0.67
|
|
Median *
|
1.51
|
231
|
0.58
|
|
Geometric Mean *
|
1.15
|
154
|
0.63
|
|
Variance
|
1,372.77
|
12,516,080
|
0.08
|
|
Standard Deviation
|
37.05
|
3,538
|
0.28
|
|
Coefficient of Variation
|
4.76
|
3.74
|
0.41
|
|
Las Chispas
UG Channel/Chip
Samples
|
Number of Samples
|
1,732
|
1,732
|
N/A
|
Minimum Value *
|
0.00
|
0.3
|
N/A
|
|
Maximum Value *
|
136.00
|
10,000
|
N/A
|
|
Mean *
|
2.24
|
341
|
N/A
|
|
Median *
|
0.71
|
136
|
N/A
|
|
Geometric Mean *
|
0.52
|
89
|
N/A
|
|
Variance
|
31.22
|
411,873
|
N/A
|
|
Standard Deviation
|
5.59
|
642
|
N/A
|
|
Coefficient of Variation
|
2.49
|
1.88
|
N/A
|
|
William Tell
Drill Holes
|
Number of Samples
|
60
|
60
|
60
|
Minimum Value *
|
0.01
|
0.2
|
0.35
|
|
Maximum Value *
|
15.10
|
1,445
|
2.00
|
|
Mean *
|
2.87
|
348
|
0.76
|
|
Median *
|
1.93
|
253
|
0.59
|
|
Geometric Mean *
|
1.16
|
156
|
0.71
|
|
Variance
|
9.09
|
109,613
|
0.10
|
|
Standard Deviation
|
3.02
|
331
|
0.31
|
|
Coefficient of Variation
|
1.05
|
0.95
|
0.41
|
|
William Tell
UG Channel/Chip
Samples
|
Number of Samples
|
182
|
182
|
N/A
|
Minimum Value *
|
0.01
|
0.7
|
N/A
|
|
Maximum Value *
|
52.20
|
2,730
|
N/A
|
|
Mean *
|
2.94
|
249
|
N/A
|
|
Median *
|
0.70
|
106
|
N/A
|
|
Geometric Mean *
|
0.61
|
87
|
N/A
|
|
Variance
|
35.53
|
166,934
|
N/A
|
|
Standard Deviation
|
5.96
|
409
|
N/A
|
|
Coefficient of Variation
|
2.03
|
1.64
|
N/A
|
Veins/Data type
|
Variable
|
Au
|
Ag
|
Length
|
Luigi
Drill Holes
|
Number of Samples
|
124
|
124
|
124
|
Minimum Value *
|
0.05
|
0.3
|
0.25
|
|
Maximum Value *
|
26.30
|
3,720
|
2.35
|
|
Mean *
|
2.98
|
385
|
0.63
|
|
Median *
|
1.44
|
214
|
0.55
|
|
Geometric Mean *
|
1.32
|
167
|
0.58
|
|
Variance
|
20.58
|
330,895
|
0.08
|
|
Standard Deviation
|
4.54
|
575.
|
0.29
|
|
Coefficient of Variation
|
1.52
|
1.49
|
0.46
|
|
Luigi
UG Channel/Chip
Samples
|
Number of Samples
|
268
|
268
|
N/A
|
Minimum Value *
|
0.04
|
4.3
|
N/A
|
|
Maximum Value *
|
22.90
|
3,990
|
N/A
|
|
Mean *
|
1.75
|
296
|
N/A
|
|
Median *
|
0.83
|
141
|
N/A
|
|
Geometric Mean *
|
0.59
|
93
|
N/A
|
|
Variance
|
8.93
|
279,699
|
N/A
|
|
Standard Deviation
|
2.99
|
529
|
N/A
|
|
Coefficient of Variation
|
1.70
|
1.79
|
N/A
|
|
Sorpresa
|
Number of Samples
|
42
|
42
|
42
|
Minimum Value *
|
0.25
|
47
|
0.30
|
|
Maximum Value *
|
24.90
|
4,220
|
0.99
|
|
Mean *
|
3.12
|
536
|
0.57
|
|
Median *
|
1.22
|
232
|
0.54
|
|
Geometric Mean *
|
1.70
|
296
|
0.56
|
|
Variance
|
21.04
|
630,017
|
0.02
|
|
Standard Deviation
|
4.59
|
794
|
0.13
|
|
Coefficient of Variation
|
1.47
|
1.48
|
0.23
|
11.7 |
Compositing and Capping
|
Table 11‑5:
|
Basic Statistics of Composites Constrained Within Clipped Vein Wireframes
|
Vein Group
(Data Type)
|
Variable
|
Au Composite
|
Au Cap
|
Ag Composite
|
Ag Cap
|
Length
|
BAM
Drill Holes
|
Number of Samples
|
2,855
|
2,855
|
2,855
|
2,855
|
2,855
|
Minimum Value *
|
0.00
|
0.00
|
0
|
0
|
0.25
|
|
Maximum Value *
|
981.34
|
270.40
|
27,168
|
15,598
|
0.75
|
|
Mean *
|
8.23
|
7.66
|
754
|
728
|
0.50
|
|
Median *
|
1.88
|
1.88
|
241
|
241
|
0.50
|
|
Variance
|
877.84
|
418.63
|
2,964,087
|
2,437,692
|
0.00
|
|
Standard Deviation
|
29.63
|
20.46
|
1722
|
1561
|
0.07
|
|
Coefficient of Variation
|
3.60
|
2.67
|
2.28
|
2.15
|
0.14
|
|
BAM
Channel
Samples
|
Number of Samples
|
5,127
|
5,127
|
5,127
|
5,127
|
5,127
|
Minimum Value *
|
0.01
|
0.01
|
0.9
|
0.9
|
0.25
|
|
Maximum Value *
|
1,438.00
|
98.74
|
66,738
|
11,913
|
0.74
|
|
Mean *
|
12.31
|
10.13
|
1,084
|
958
|
0.50
|
|
Median *
|
2.61
|
2.61
|
305.00
|
305.00
|
0.50
|
|
Variance
|
1,722.38
|
358.69
|
8,650,898
|
3,374,352
|
0.00
|
|
Standard Deviation
|
41.50
|
18.94
|
2,941
|
1,836
|
0.07
|
|
Coefficient of Variation
|
3.37
|
1.87
|
2.71
|
1.92
|
0.14
|
|
BAN
Drill Holes
|
Number of Samples
|
921
|
921
|
921
|
921
|
921
|
Minimum Value*
|
0.00
|
0.00
|
0
|
0
|
0.25
|
|
Maximum Value *
|
713.61
|
330.50
|
51,257
|
35,604
|
0.74
|
|
Mean *
|
15.04
|
13.78
|
1,797
|
1,711
|
0.50
|
|
Median *
|
2.74
|
2.74
|
403
|
403
|
0.50
|
|
Variance
|
2,208.29
|
1,304.59
|
21,535,965
|
15,556,677
|
0.01
|
|
Standard Deviation
|
46.99
|
36.12
|
4,640
|
3,944
|
0.09
|
|
Coefficient of Variation
|
3.12
|
2.62
|
2.58
|
2.30
|
0.19
|
|
BAN
Channel
Samples
|
Number of Samples
|
1,029
|
1,029
|
1,029
|
1,029
|
1,029
|
Minimum Value*
|
0.01
|
0.01
|
0.2
|
0.2
|
0.25
|
|
Maximum Value *
|
1,468.06
|
162.40
|
140,330
|
39,625
|
0.74
|
|
Mean *
|
21.67
|
17.24
|
2,976
|
2,712
|
0.48
|
|
Median *
|
3.43
|
3.43
|
487
|
487
|
0.50
|
|
Variance
|
4,525.74
|
1,153.23
|
71,091,055
|
36,852,878
|
0.01
|
|
Standard Deviation
|
67.27
|
33.96
|
8,431
|
6,070
|
0.10
|
|
Coefficient of Variation
|
3.10
|
1.97
|
2.83
|
2.24
|
0.21
|
Vein Group
(Data Type)
|
Variable
|
Au Composite
|
Au Cap
|
Ag Composite
|
Ag Cap
|
Length
|
BAS
Drill Holes
|
Number of Samples
|
604
|
604
|
604
|
604
|
604
|
Minimum Value *
|
0.00
|
0.00
|
0
|
0
|
0.25
|
|
Maximum Value *
|
155.60
|
110.50
|
7,310
|
3,280
|
0.74
|
|
Mean *
|
7.57
|
6.80
|
332
|
315
|
0.51
|
|
Median *
|
2.01
|
2.01
|
136
|
134
|
0.50
|
|
Variance
|
375.27
|
246.21
|
468,917
|
341,373
|
0.00
|
|
Standard Deviation
|
19.37
|
15.69
|
684
|
584
|
0.07
|
|
Coefficient of Variation
|
2.56
|
2.31
|
2.06
|
1.85
|
0.13
|
|
BAV
Drill Holes
|
Number of Samples
|
1,084
|
1,084
|
1,084
|
1,084
|
1,084
|
Minimum Value *
|
0.00
|
0.00
|
0
|
0.
|
0.25
|
|
Maximum Value *
|
2,775.91
|
366
|
94,867
|
32,741
|
0.75
|
|
Mean *
|
25.67
|
20.86
|
1,948
|
1,776
|
0.50
|
|
Median *
|
3.59
|
3.59
|
360
|
360
|
0.50
|
|
Variance
|
12,658.30
|
2,538.50
|
32,722,746
|
18,320,711
|
0.01
|
|
Standard Deviation
|
112.51
|
50.38
|
5,720
|
4,280
|
0.09
|
|
Coefficient of Variation
|
4.38
|
2.42
|
2.94
|
2.41
|
0.19
|
|
BAV
Channel
Samples
|
Number of Samples
|
1,467
|
1,467
|
1,467
|
1,467
|
1,467
|
Minimum Value *
|
0.01
|
0.01
|
1
|
1
|
0.25
|
|
Maximum Value *
|
1,600.35
|
377.20
|
88,490
|
39,643
|
0.74
|
|
Mean *
|
36.65
|
32.63
|
3,429
|
3,202
|
0.48
|
|
Median *
|
7.11
|
7.11
|
666
|
666
|
0.50
|
|
Variance
|
8,826.24
|
4,488.95
|
58,903,491
|
42,995,539
|
0.01
|
|
Standard Deviation
|
93.95
|
67.00
|
7,674
|
6,557
|
0.10
|
|
Coefficient of Variation
|
2.56
|
2.05
|
2.24
|
2.05
|
0.21
|
|
GRAN
Drill Holes
|
Number of Samples
|
85
|
85
|
85
|
85
|
85
|
Minimum Value *
|
0.05
|
0.05
|
1.5
|
1.5
|
0.25
|
|
Maximum Value *
|
114.00
|
80.00
|
78,871
|
11,685
|
0.73
|
|
Mean *
|
9.89
|
9.45
|
2,070
|
1,277
|
0.51
|
|
Median *
|
2.54
|
2.54
|
269
|
269
|
0.50
|
|
Variance
|
403.33
|
333.52
|
76,063,208
|
7,136,209
|
0.01
|
|
Standard Deviation
|
20.08
|
18.26
|
8,721.
|
2,671
|
0.08
|
|
Coefficient of Variation
|
2.03
|
1.93
|
4.21
|
2.09
|
0.16
|
Vein Group
(Data Type)
|
Variable
|
Au Composite
|
Au Cap
|
Ag Composite
|
Ag Cap
|
Length
|
EM
Drill Holes
|
Number of Samples
|
166
|
166
|
166
|
166
|
166
|
Minimum Value *
|
0.05
|
0.05
|
0.5
|
0.5
|
0.25
|
|
Maximum Value *
|
21.80
|
15.17
|
2,177
|
2,048
|
0.71
|
|
Mean *
|
3.80
|
3.69
|
281
|
279
|
0.50
|
|
Median *
|
2.75
|
2.75
|
195
|
195
|
0.50
|
|
Variance
|
12.57
|
10.03
|
108,740
|
103,583
|
0.01
|
|
Standard Deviation
|
3.55
|
3.17
|
329
|
321
|
0.07
|
|
Coefficient of Variation
|
0.93
|
0.86
|
1.17
|
1.15
|
0.14
|
|
Los
Parientes,
Encinitas
and La
Victoria Drill
Holes
|
Number of Samples
|
54
|
54
|
54
|
54
|
54
|
Minimum Value *
|
0.42
|
0.42
|
0.2
|
0.2
|
0.27
|
|
Maximum Value *
|
190.50
|
74.93
|
2,759
|
1,027
|
0.74
|
|
Mean *
|
8.54
|
6.11
|
200
|
152
|
0.52
|
|
Median *
|
2.56
|
2.56
|
61
|
61
|
0.52
|
|
Variance
|
746.14
|
188.93
|
206,212
|
58,281
|
0.01
|
|
Standard Deviation
|
27.32
|
13.75
|
454
|
241
|
0.09
|
|
Coefficient of Variation
|
3.20
|
2.25
|
2.27
|
1.58
|
0.18
|
|
Giovanni
Drill Holes
|
Number of Samples
|
178
|
178
|
178
|
178
|
178
|
Minimum Value *
|
0.00
|
0.00
|
0.0
|
0.0
|
0.25
|
|
Maximum Value *
|
316.00
|
55.60
|
26,539
|
7,240
|
0.73
|
|
Mean *
|
6.73
|
4.98
|
757
|
641
|
0.49
|
|
Median *
|
2.30
|
2.30
|
337
|
332
|
0.50
|
|
Variance
|
629.02
|
70.64
|
4,420,769
|
890,228
|
0.01
|
|
Standard Deviation
|
25.08
|
8.40
|
2,102
|
943
|
0.09
|
|
Coefficient of Variation
|
3.73
|
1.69
|
2.78
|
1.47
|
0.18
|
|
Giovanni
UG
Channel/
Chip
Samples
|
Number of Samples
|
19.00
|
19.00
|
19.00
|
19.00
|
N/A
|
Minimum Value *
|
0.05
|
0.05
|
5
|
5.
|
N/A
|
|
Maximum Value *
|
33.30
|
33.30
|
8,340
|
8,340
|
N/A
|
|
Mean *
|
5.44
|
5.44
|
849
|
849
|
N/A
|
|
Median *
|
3.41
|
3.41
|
594
|
594
|
N/A
|
|
Variance
|
56.19
|
56.19
|
3,264,505
|
3,264,505
|
N/A
|
|
Standard Deviation
|
7.50
|
7.50
|
1,806
|
1,806
|
N/A
|
|
Coefficient of Variation
|
1.38
|
1.38
|
2.13
|
2.13
|
N/A
|
Vein Group
(Data Type)
|
Variable
|
Au Composite
|
Au Cap
|
Ag Composite
|
Ag Cap
|
Length
|
Las Chispas
Drill Holes
|
Number of Samples
|
319
|
319
|
319
|
319
|
319
|
Minimum Value *
|
0.00
|
0.0
|
0
|
0
|
0.25
|
|
Maximum Value *
|
464.86
|
245.00
|
38,954
|
13,560
|
0.74
|
|
Mean *
|
7.69
|
6.92
|
934
|
774
|
0.50
|
|
Median *
|
1.63
|
1.63
|
256
|
256
|
0.50
|
|
Variance
|
1,035.77
|
554.75
|
9,828,187
|
3,200,889
|
0.01
|
|
Standard Deviation
|
32.18
|
23.55
|
3,134
|
1,789
|
0.07
|
|
Coefficient of Variation
|
4.19
|
3.40
|
3.36
|
2.31
|
0.15
|
|
Las Chispas
UG
Channel/
Chip
Samples
|
Number of Samples
|
954
|
954
|
954
|
954
|
N/A
|
Minimum Value *
|
0.01
|
0.01
|
0.3
|
0.3
|
N/A
|
|
Maximum Value *
|
136.00
|
46.50
|
10,000
|
5,770
|
N/A
|
|
Mean *
|
3.05
|
2.94
|
468
|
464
|
N/A
|
|
Median *
|
1.18
|
1.18
|
228
|
228
|
N/A
|
|
Variance
|
45.20
|
27.70
|
547,458
|
481,670
|
N/A
|
|
Standard Deviation
|
6.72
|
5.26
|
739
|
694
|
N/A
|
|
Coefficient of Variation
|
2.21
|
1.79
|
1.58
|
1.50
|
N/A
|
|
William Tell
Drill Holes
|
Number of Samples
|
88
|
88
|
88
|
88
|
88
|
Minimum Value *
|
0.00
|
0.00
|
0
|
0
|
0.35
|
|
Maximum Value *
|
15.10
|
8.77
|
1,445
|
1,370
|
0.72
|
|
Mean *
|
2.67
|
2.50
|
335
|
326
|
0.52
|
|
Median *
|
1.93
|
1.93
|
245
|
241
|
0.50
|
|
Variance
|
7.62
|
5.17
|
103,538
|
98,792
|
0.00
|
|
Standard Deviation
|
2.76
|
2.27
|
321
|
314
|
0.06
|
|
Coefficient of Variation
|
1.03
|
0.91
|
0.96
|
0.96
|
0.11
|
|
William Tell
UG
Channel/
Chip
Samples
|
Number of samples
|
132
|
132
|
132
|
132
|
N/A
|
Minimum Value *
|
0.01
|
0.01
|
1
|
1
|
N/A
|
|
Maximum Value *
|
52.20
|
32.50
|
2,730
|
2,170
|
N/A
|
|
Mean *
|
3.60
|
3.45
|
315
|
311
|
N/A
|
|
Median *
|
1.42
|
1.42
|
170
|
170
|
N/A
|
|
Variance
|
42.55
|
30.97
|
207,318
|
189,187
|
N/A
|
|
Standard Deviation
|
6.52
|
5.56
|
455
|
434
|
N/A
|
|
Coefficient of Variation
|
1.81
|
1.61
|
1.44
|
1.40
|
N/A
|
|
Luigi
Drill Holes
|
Number of Samples
|
160
|
160
|
160
|
160
|
160
|
Minimum Value *
|
0.05
|
0.05
|
0.3
|
0.3
|
0.25
|
|
Maximum Value *
|
26.30
|
23.90
|
3,720
|
3,280
|
0.72
|
|
Mean *
|
2.98
|
2.80
|
385
|
370
|
0.49
|
|
Median *
|
1.48
|
1.48
|
222
|
222
|
0.50
|
|
Variance
|
20.34
|
17.79
|
325,871
|
296,997
|
0.01
|
|
Standard Deviation
|
4.51
|
4.22
|
570
|
544
|
0.08
|
|
Coefficient of Variation
|
1.51
|
1.51
|
1.48
|
1.47
|
0.17
|
Vein Group
(Data Type)
|
Variable
|
Au Composite
|
Au Cap
|
Ag Composite
|
Ag Cap
|
Length
|
Luigi
UG
Channel/
Chip
Samples
|
Number of samples
|
166
|
166
|
166
|
166
|
N/A
|
Minimum Value *
|
0.05
|
0.05
|
5
|
5
|
N/A
|
|
Maximum Value *
|
22.90
|
18.90
|
3,990
|
3,130
|
N/A
|
|
Mean *
|
2.40
|
2.37
|
412.
|
403
|
N/A
|
|
Median *
|
1.24
|
1.24
|
210
|
210
|
N/A
|
|
Variance
|
12.18
|
11.05
|
387,499
|
327,272
|
N/A
|
|
Standard Deviation
|
3.49
|
3.32
|
622
|
572
|
N/A
|
|
Coefficient of Variation
|
1.45
|
1.40
|
1.51
|
1.42
|
N/A
|
|
Sorpresa
and Portal
Drill Holes
|
Number of Samples
|
46
|
46
|
46
|
46
|
46
|
Minimum Value *
|
0.40
|
0.40
|
83
|
83
|
0.25
|
|
Maximum Value *
|
24.90
|
18.52
|
4,219
|
3,221
|
0.72
|
|
Mean *
|
3.40
|
3.04
|
573
|
522
|
0.52
|
|
Median *
|
1.22
|
1.18
|
231
|
227
|
0.51
|
|
Variance
|
24.75
|
17.15
|
737,079
|
529,234
|
0.01
|
|
Standard Deviation
|
4.97
|
4.14
|
858
|
727
|
0.10
|
|
Coefficient of Variation
|
1.47
|
1.36
|
1.50
|
1.39
|
0.20
|
|
Sorpresa
UG
Channel/
Chip
Samples
|
Number of Samples
|
12
|
12
|
12
|
12
|
N/A
|
Minimum Value *
|
0.20
|
0.20
|
66
|
66
|
N/A
|
|
Maximum Value *
|
5.94
|
5.94
|
1,847
|
1,847
|
N/A
|
|
Mean *
|
2.57
|
2.57
|
776
|
776
|
N/A
|
|
Median *
|
1.97
|
1.97
|
644
|
644
|
N/A
|
|
Variance
|
4.56
|
4.56
|
421,462
|
421,462
|
N/A
|
|
Standard Deviation
|
2.14
|
2.14
|
649
|
649
|
N/A
|
|
Coefficient of Variation
|
0.83
|
0.83
|
0.84
|
0.84
|
N/A
|
11.8 |
Capping Strategy
|
Table 11‑6:
|
Gold Grade Capping
|
Vein _ Data Type
|
Maximum
Uncapped
Value
(Au g/t)
|
Cap
(Au g/t)
|
Number Samples
Capped
|
Cap Percentile (%) |
High Grade
Transition Value
(Au g/t)
|
Number Samples for
High Grade
Transition
|
High Grade
Transition
Percentile (%)
|
981.3
|
270.4
|
4
|
99.8
|
199.30
|
4
|
99.8
|
|
BAM_Main_CH
|
1,438
|
98.7
|
83
|
98.3
|
none
|
0
|
100.0
|
BAM_Central_DH
|
104
|
29.45
|
1
|
99.8
|
16.81
|
7
|
98.6
|
BAM_Central_CH
|
88.4
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAM_FW_DH
|
477.1
|
179.7
|
5
|
99.6
|
none
|
0
|
100.0
|
BAM_FW_CH
|
675.0
|
40.0
|
26
|
97.2
|
none
|
0
|
100.0
|
BAM_HW_DH
|
91.5
|
16.25
|
5
|
99.5
|
none
|
0
|
100.0
|
BAM_HW_CH
|
43.2
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAM_BIF 1_DH
|
85.3
|
40
|
1
|
99.6
|
none
|
0
|
100.0
|
BAM_BIF 1_CH
|
15.1
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAM_BIF 2_DH
|
76.64
|
69.92
|
2
|
98.7
|
none
|
0
|
100.0
|
BAM_BIF 2_CH
|
16.01
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAM BIF 3_DH
|
20.4
|
18.52
|
2
|
97.5
|
none
|
0
|
100.0
|
BAM BIF 3_CH
|
27.2
|
20.00
|
1
|
98.1
|
none
|
0
|
100.0
|
BAM BIF 4_DH
|
51.3
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAM BIF 4_CH
|
4.68
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAM BIF 5_DH
|
9.74
|
7.59
|
1
|
99.5
|
none
|
0
|
100.0
|
BAM BIF 5_CH
|
42.8
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAM BIF 6_DH
|
37
|
12.53
|
3
|
98.3
|
none
|
0
|
100.0
|
BAM BIF 6_CH
|
62.80
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAM BIF 7_DH
|
1.23
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
Vein _ Data Type
|
Maximum
Uncapped
Value
(Au g/t)
|
Cap
(Au g/t)
|
Number Samples
Capped
|
Cap Percentile (%) |
High Grade
Transition Value
(Au g/t)
|
Number Samples for
High Grade
Transition
|
High Grade
Transition
Percentile (%)
|
BAM BIF 7_CH
|
14.80
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAM_Splay 1_DH
|
4.02
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAM_Splay 2_DH
|
4.66
|
4.24
|
2
|
99.1
|
none
|
0
|
100.0
|
BAM_Splay 2_CH
|
6.45
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAM RDCLF1_DH
|
83.06
|
31.53
|
1
|
99.5
|
none
|
0
|
100.0
|
BAM RDCLF1_CH
|
312.0
|
120.3
|
3
|
98.9
|
none
|
0
|
100.0
|
EM_DH
|
18.1
|
9.58
|
4
|
98.7
|
8.49
|
6
|
98
|
EM_BIF_DH
|
3.63
|
3.38
|
2
|
92.9
|
none
|
0
|
100.0
|
EM_SPLAY_DH
|
21.8
|
15.17
|
1
|
99.4
|
12.22
|
3
|
98.2
|
LOS_PARIENTES_DH
|
19.95
|
11.07
|
2
|
95.8
|
none
|
0
|
100.0
|
BAN_BIF 2_DH
|
0.73
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAN_BIF 2_CH
|
16.06
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAN_HW_NW_DH
|
14.9
|
4.95
|
1
|
99.2
|
none
|
0
|
100.0
|
BAN_HW_SE_DH
|
20.0
|
16.25
|
3
|
98.6
|
12.00
|
6
|
97.1
|
BAN_HW_SE_CH
|
3.72
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAN_HW Splay_DH
|
30.0
|
10.1
|
2
|
97.9
|
none
|
0
|
100.0
|
BAN Main CEN_DH
|
305
|
71.8
|
2
|
97.0
|
24.85
|
3
|
95.5
|
BAN Main NW_DH
|
66.9
|
31.9
|
1
|
99.4
|
17.59
|
7
|
95.5
|
BAN Main SE_DH
|
713.6
|
330.5
|
4
|
99.6
|
240.20
|
5
|
99.5
|
BAN Main SE_CH
|
1,468
|
162.4
|
27
|
98.1
|
none
|
0
|
100.0
|
BAN NW EXT_DH
|
27.4
|
24.14
|
1
|
98.2
|
none
|
0
|
100.0
|
BAN_Splay 1_DH
|
9.22
|
8.04
|
1
|
97.7
|
6.86
|
1
|
97.7
|
BAN_Splay 2_DH
|
109
|
18.72
|
3
|
99.5
|
16.00
|
4
|
99.3
|
Vein _ Data Type
|
Maximum
Uncapped
Value
(Au g/t)
|
Cap
(Au g/t)
|
Number Samples
Capped
|
Cap Percentile (%) |
High Grade
Transition Value
(Au g/t)
|
Number Samples for
High Grade
Transition
|
High Grade
Transition
Percentile (%)
|
BAN_Splay 2_CH
|
95.82
|
15.84
|
8
|
97.2
|
none
|
0
|
100.0
|
BAN_Splay 3_DH
|
105
|
87.03
|
2
|
98.9
|
70.40
|
2
|
98.9
|
BAN_Splay 3_CH
|
40.31
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAN_Splay 4_DH
|
13.75
|
8.22
|
1
|
99.4
|
6.00
|
1
|
99.4
|
BAN_Splay 4_CH
|
2.59
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAV_Main_DH
|
2,776
|
366
|
6
|
99.6
|
265.70
|
13
|
99.1
|
BAV_Main_CH
|
1,600
|
377
|
22
|
98.8
|
none
|
0
|
100.0
|
BAV_FW_DH
|
143
|
67.91
|
1
|
99.4
|
57.99
|
3
|
98.2
|
BAV_FW_CH
|
274
|
120.0
|
2
|
97.9
|
none
|
0
|
100.0
|
BAV_Andesite_DH
|
124.5
|
118.6
|
2
|
92.3
|
38.61
|
2
|
92.3
|
BAV_BIF 1_DH
|
6.66
|
4.87
|
2
|
99.3
|
4.30
|
2
|
98.3
|
BAV_BIF 1_CH
|
19.00
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAV_BIF 2_DH
|
129.8
|
43.27
|
3
|
99.5
|
19.77
|
4
|
99.3
|
BAV_BIF 2_CH
|
631
|
11.8
|
21
|
95.4
|
none
|
0
|
100.0
|
BAV_BIF 3_CH
|
106
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAV_Splay 1_DH
|
49.9
|
8.43
|
4
|
96.7
|
7.09
|
2
|
98.2
|
BAV_Splay 2_DH
|
124
|
34.47
|
1
|
99.3
|
19.85
|
3
|
97.8
|
BAV_Splay 3_DH
|
12.6
|
8.24
|
1
|
99.3
|
5.15
|
2
|
98.6
|
GRAN_1_DH
|
114
|
80
|
1
|
99.3
|
53.56
|
5
|
96.2
|
GRAN_2_DH
|
10.05
|
8.2
|
4
|
95.8
|
none
|
0
|
100.0
|
BAS_Main
|
155.6
|
110.5
|
6
|
99.2
|
48.90
|
12
|
98.3
|
BAS_HW
|
61.8
|
18.9
|
3
|
99.3
|
none
|
0
|
100.0
|
BAS_FW
|
119
|
18.7
|
2
|
99.5
|
none
|
0
|
100.0
|
Vein _ Data Type
|
Maximum
Uncapped
Value
(Au g/t)
|
Cap
(Au g/t)
|
Number Samples
Capped
|
Cap Percentile (%) |
High Grade
Transition Value
(Au g/t)
|
Number Samples for
High Grade
Transition
|
High Grade
Transition
Percentile (%)
|
BAS_Splay 1
|
5.69
|
4.1
|
1
|
99.4
|
3.81
|
1
|
99.4
|
BAS_Splay 2
|
6.25
|
5.9
|
1
|
99.4
|
5.72
|
1
|
99.4
|
BAS_Splay 3
|
3.44
|
3.39
|
2
|
98.8
|
3.10
|
3
|
98.2
|
BAS_Splay 4
|
4.29
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
Encinitas
|
190.5
|
74.93
|
2
|
99.2
|
12.11
|
2
|
99.2
|
La Victoria
|
3.65
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
Giovanni_CH
|
2.08
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
Giovanni_DH
|
316
|
48.6
|
1
|
99.8
|
14.56
|
5
|
98.8
|
Gio BIF 1_DH
|
5.62
|
2.3
|
2
|
97.2
|
none
|
0
|
100.0
|
Gio BIF 2_DH
|
14.4
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
Gio Mini_CH
|
15.2
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
Gio Mini_DH
|
92.6
|
55.6
|
2
|
99.5
|
15.85
|
5
|
98.8
|
Gio Mini BIF 1_DH
|
2.59
|
2.15
|
2
|
98.3
|
none
|
0
|
100.0
|
Las Chispas_CH
|
136
|
46.5
|
2
|
99.9
|
42.20
|
6
|
99.6
|
Las Chispas_DH
|
464.86
|
245
|
1
|
99.8
|
76.76
|
6
|
98.9
|
Las Chispas BIF 1_DH
|
12
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
Las Chispas BIF 2_DH
|
10.52
|
8.79
|
2
|
94.6
|
none
|
0
|
100.0
|
Las Chispas BIF 3_DH
|
7.13
|
6.19
|
1
|
98.9
|
none
|
0
|
100.0
|
Las Chispas Ext_DH
|
31.5
|
9.51
|
1
|
98.3
|
3.71
|
2
|
96.6
|
Las Chispas Splay_CH
|
9.82
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
Las Chispas Splay_DH
|
23.90
|
23.90
|
2
|
98.1
|
none
|
0
|
100.0
|
Luigi_CH
|
22.9
|
18.9
|
2
|
99.2
|
14.00
|
3
|
98.9
|
Luigi_DH
|
26.3
|
23.9
|
2
|
99.5
|
17.43
|
4
|
99.0
|
Vein _ Data Type
|
Maximum
Uncapped
Value
(Au g/t)
|
Cap
(Au g/t)
|
Number Samples
Capped
|
Cap Percentile (%) |
High Grade
Transition Value
(Au g/t)
|
Number Samples for
High Grade
Transition
|
High Grade
Transition
Percentile (%)
|
Luigi BIF 1_DH
|
5.64
|
3.32
|
1
|
98.9
|
none
|
0
|
100.0
|
Luigi FW 1_DH
|
9.20
|
2.89
|
2
|
98.2
|
none
|
0
|
100.0
|
Luigi FW 2_DH
|
7.69
|
4.59
|
2
|
97.7
|
none
|
0
|
100.0
|
Luigi FW 3_DH
|
15.35
|
6.87
|
1
|
99.5
|
none
|
0
|
100.0
|
Luigi FW Splay_DH
|
5.11
|
3.90
|
2
|
96.0
|
none
|
0
|
100.0
|
NLC 01_DH
|
39.20
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
NLC 02_DH
|
1.44
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
Portal Vein_DH
|
24.90
|
18.52
|
1
|
99.1
|
none
|
0
|
100.0
|
Sorpresa_DH
|
15.80
|
9.87
|
1
|
99.3
|
5.90
|
5
|
96.4
|
Sorpresa Splay_DH
|
5.25
|
1.06
|
1
|
96.9
|
none
|
0
|
100.0
|
William Tell_CH
|
52.20
|
32.50
|
1
|
99.4
|
11.15
|
10
|
94.3
|
William Tell_DH
|
15.10
|
7.93
|
1
|
99.8
|
6.65
|
5
|
98.8
|
William Tell BIF 1_DH
|
3.58
|
3.00
|
2
|
96.4
|
none
|
0
|
100.0
|
William Tell HW_DH
|
6.57
|
5.65
|
4
|
94.7
|
none
|
0
|
100.0
|
William Tell Mini_DH
|
13.10
|
8.77
|
3
|
98.2
|
none
|
0
|
100.0
|
Table 11‑7:
|
Silver Grade Capping
|
Vein _ Data Type
|
Maximum
Uncapped
Value
(Ag g/t)
|
Cap
(Ag g/t)
|
Number
Samples
Capped
|
Cap Percentile (%)
|
High Grade
Transition
Value
(Ag g/t)
|
Number Samples for
High Grade Transition
|
High Grade
Transition
Percentile (%)
|
BAM_Main_DH
|
27,168
|
15,598
|
3
|
99.8
|
12,996
|
7
|
99.6
|
BAM_Main_CH
|
66,738
|
11,913
|
42
|
99.1
|
none
|
0
|
100.0
|
BAM_Central_DH
|
2,560
|
2,149
|
4
|
99.2
|
1,764
|
7
|
98.6
|
BAM_Central_CH
|
3,430
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAM_FW_DH
|
21,858
|
14,139
|
6
|
99.5
|
none
|
0
|
100.0
|
BAM_FW_CH
|
46,600
|
5,000
|
26
|
97.2
|
none
|
0
|
100.0
|
BAM_HW_DH
|
3,916
|
1,034
|
12
|
98.8
|
none
|
0
|
100.0
|
BAM_HW_CH
|
4,340
|
3,900
|
1
|
99.4
|
none
|
0
|
100.0
|
BAM_BIF 1_DH
|
9,990
|
5,004
|
1
|
99.6
|
none
|
0
|
100.0
|
BAM_BIF 1_CH
|
1,829
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAM_BIF 2_DH
|
12,100
|
7,015
|
2
|
98.7
|
none
|
0
|
100.0
|
BAM_BIF 2_CH
|
2,446
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAM BIF 3_DH
|
3,210
|
1,708
|
1
|
98.8
|
none
|
0
|
100.0
|
BAM BIF 3_CH
|
2,770
|
2,511
|
1
|
98.1
|
none
|
0
|
100.0
|
BAM BIF 4_DH
|
4,180
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAM BIF 4_CH
|
460
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAM BIF 5_DH
|
1,275
|
951.9
|
1
|
99.5
|
none
|
0
|
100.0
|
BAM BIF 5_CH
|
5,068
|
5,000
|
1
|
98.3
|
none
|
0
|
100.0
|
BAM BIF 6_DH
|
5,882
|
1,154
|
2
|
98.9
|
none
|
0
|
100.0
|
BAM BIF 6_CH
|
4,601
|
3,455.0
|
1
|
99.4
|
none
|
0
|
100.0
|
BAM BIF 7_DH
|
120
|
76.2
|
1
|
98.8
|
none
|
0
|
100.0
|
BAM BIF 7_CH
|
1,426
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
Vein _ Data Type
|
Maximum
Uncapped
Value
(Ag g/t)
|
Cap
(Ag g/t)
|
Number
Samples
Capped
|
Cap Percentile (%)
|
High Grade
Transition
Value
(Ag g/t)
|
Number Samples for
High Grade Transition
|
High Grade
Transition
Percentile (%)
|
BAM_Splay 1_DH
|
527
|
475
|
2
|
96.3
|
none
|
0
|
100.0
|
BAM_Splay 2_DH
|
559
|
433.2
|
2
|
99.1
|
none
|
0
|
100.0
|
BAM_Splay 2_CH
|
320.00
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAM RDCLF1_DH
|
14,604
|
3,518
|
1
|
99.5
|
none
|
0
|
100.0
|
BAM RDCLF1_CH
|
56,640
|
41,484
|
2
|
99.3
|
none
|
0
|
100.0
|
EM_DH
|
952
|
769.8
|
4
|
98.7
|
607
|
5
|
98.4
|
EM_BIF_DH
|
311
|
279.4
|
1
|
96.4
|
none
|
0
|
100.0
|
EM_SPLAY_DH
|
2,178
|
2,048
|
2
|
98.8
|
1,868
|
3
|
98.2
|
LOS_PARIENTES_DH
|
1,800
|
954.7
|
2
|
95.8
|
none
|
0
|
100.0
|
BAN_BIF 2_DH
|
92
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAN_BIF 2_CH
|
1,625
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAN_HW_NW_DH
|
938.4
|
800
|
1
|
99.2
|
none
|
0
|
100.0
|
BAN_HW_SE_DH
|
5,039
|
4,532
|
1
|
99.5
|
1,626
|
4
|
98.1
|
BAN_HW_SE_CH
|
329
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAN_HW Splay_DH
|
5,457
|
1,902
|
2
|
97.9
|
none
|
0
|
100.0
|
BAN Main CEN_DH
|
13,890
|
6,330
|
1
|
98.5
|
2,790
|
2
|
97.0
|
BAN Main NW_DH
|
6,950
|
2,840
|
1
|
99.4
|
2,491
|
4
|
97.4
|
BAN Main SE_DH
|
51,257
|
35,604
|
4
|
99.6
|
24,641
|
6
|
99.4
|
BAN Main SE_CH
|
140,330
|
39,625
|
9
|
99.4
|
none
|
0
|
100.0
|
BAN NW EXT_DH
|
3,300
|
3,031
|
1
|
98.2
|
none
|
0
|
100.0
|
BAN_Splay 1_DH
|
1,040
|
896.7
|
1
|
97.7
|
738
|
1
|
97.7
|
BAN_Splay 2_DH
|
8,340
|
2,406
|
4
|
99.4
|
1,455
|
6
|
98.9
|
BAN_Splay 2_CH
|
7,476
|
1,584
|
10
|
96.5
|
none
|
0
|
100.0
|
Vein _ Data Type
|
Maximum
Uncapped
Value
(Ag g/t)
|
Cap
(Ag g/t)
|
Number
Samples
Capped
|
Cap Percentile (%) |
High Grade
Transition
Value
(Ag g/t)
|
Number Samples for
High Grade Transition
|
High Grade
Transition
Percentile (%)
|
BAN_Splay 3_DH
|
9,630
|
8,053
|
1
|
99.4
|
6,476
|
2
|
98.9
|
BAN_Splay 3_CH
|
6,619
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAN_Splay 4_DH
|
1,065
|
1,085
|
1
|
99.4
|
1,051
|
1
|
99.4
|
BAN_Splay 4_CH
|
219.0
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAV_Main_DH
|
94,867
|
32,741
|
7
|
99.5
|
20,298
|
16
|
98.9
|
BAV_Main_CH
|
88,490
|
39,643
|
14
|
99.2
|
none
|
0
|
100.0
|
BAV_FW_DH
|
8,933
|
6,631
|
3
|
98.2
|
3,545
|
5
|
97.1
|
BAV_FW_CH
|
11,492
|
9,303
|
2
|
97.9
|
none
|
0
|
100.0
|
BAV_Andesite_DH
|
86
|
84.92
|
2
|
92.3
|
45.16
|
2
|
92.3
|
BAV_BIF 1_DH
|
1,039
|
427.4
|
2
|
99.3
|
415
|
2
|
98.3
|
BAV_BIF 1_CH
|
2,275
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAV_BIF 2_DH
|
11,950
|
4,926
|
4
|
99.3
|
888.8
|
8
|
98.6
|
BAV_BIF 2_CH
|
34,810
|
920
|
23
|
95.0
|
none
|
0
|
100.0
|
BAV_BIF 3_CH
|
12,700
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
BAV_Splay 1_DH
|
6,917
|
935.9
|
4
|
96.7
|
893.1
|
1
|
99.1
|
BAV_Splay 2_DH
|
6,930
|
4,292
|
1
|
99.3
|
3,301
|
3
|
97.8
|
BAV_Splay 3_DH
|
1,798
|
1,749
|
1
|
99.3
|
705.4
|
2
|
98.6
|
GRAN_1_DH
|
78,871
|
11,685
|
1
|
99.3
|
6,910
|
5
|
96.2
|
GRAN_2_DH
|
677
|
520
|
2
|
97.9
|
none
|
0
|
100.0
|
BAS_Main
|
7,311
|
3,280
|
7
|
99.1
|
2,843
|
12
|
98.3
|
BAS_HW
|
138
|
80.9
|
2
|
99.5
|
none
|
0
|
100.0
|
BAS_FW
|
1,115
|
898
|
2
|
99.5
|
598.6
|
5
|
98.6
|
BAS_Splay 1
|
609
|
300.9
|
1
|
99.4
|
211
|
2
|
98.9
|
Vein _ Data Type
|
Maximum
Uncapped
Value
(Ag g/t)
|
Cap
(Ag g/t)
|
Number
Samples
Capped
|
Cap Percentile (%) |
High Grade
Transition
Value
(Ag g/t)
|
Number Samples for
High Grade Transition
|
High Grade
Transition
Percentile (%)
|
BAS_Splay 2
|
843
|
574.9
|
1
|
99.4
|
321.9
|
1
|
99.4
|
BAS_Splay 3
|
145
|
none
|
0
|
100.0
|
141.8
|
3
|
98.2
|
BAS_Splay 4
|
233
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
Encinitas
|
2,760
|
1,027
|
1
|
99.6
|
273.1
|
1
|
99.6
|
La Victoria
|
207
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
Giovanni_CH
|
200
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
Giovanni_DH
|
26,540
|
7,240
|
1
|
99.8
|
1,955
|
5
|
98.8
|
Gio BIF 1_DH
|
644
|
426
|
2
|
97.2
|
none
|
0
|
100.0
|
Gio BIF 2_DH
|
253
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
Gio Mini_CH
|
1,755
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
Gio Mini_DH
|
3,060
|
2,530
|
2
|
99.5
|
2,370
|
4
|
99.1
|
Gio Mini BIF 1_DH
|
354
|
296
|
1
|
99.1
|
none
|
0
|
100.0
|
Las Chispas_CH
|
10,000
|
5,770
|
2
|
99.9
|
4,220
|
8
|
99.5
|
Las Chispas_DH
|
38,954
|
13,560
|
2
|
99.6
|
11,687
|
5
|
99.1
|
Las Chispas BIF 1_DH
|
1,900
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
Las Chispas BIF 2_DH
|
2,546
|
1,787.44
|
1
|
97.3
|
none
|
0
|
100.0
|
Las Chispas BIF 3_DH
|
948
|
883
|
1
|
98.9
|
none
|
0
|
100.0
|
Las Chispas Ext_DH
|
2,179
|
636.00
|
1
|
98.3
|
514
|
2
|
96.6
|
Las Chispas Splay_CH
|
1,135
|
213
|
1
|
96.7
|
none
|
0
|
100.0
|
Las Chispas Splay_DH
|
3,190
|
3,190
|
0
|
100.0
|
none
|
0
|
100.0
|
Luigi_CH
|
3,990
|
3,130
|
2
|
99.2
|
2290
|
3
|
98.9
|
Luigi_DH
|
3,720
|
3,280
|
1
|
99.8
|
1,402
|
6
|
98.6
|
Luigi BIF 1_DH
|
761
|
363
|
1
|
98.9
|
none
|
0
|
100.0
|
Vein _ Data Type
|
Maximum
Uncapped
Value
(Ag g/t)
|
Cap
(Ag g/t)
|
Number
Samples
Capped
|
Cap Percentile (%) |
High Grade
Transition
Value
(Ag g/t)
|
Number Samples for
High Grade Transition
|
High Grade
Transition
Percentile (%)
|
Luigi FW 1_DH
|
632
|
448
|
1
|
99.1
|
none
|
0
|
100.0
|
Luigi FW 2_DH
|
603
|
590
|
1
|
98.9
|
none
|
0
|
100.0
|
Luigi FW 3_DH
|
1,400
|
732
|
2
|
99.0
|
none
|
0
|
100.0
|
Luigi FW Splay_DH
|
525
|
313
|
1
|
98.0
|
none
|
0
|
100.0
|
NLC 01_DH
|
5,930
|
864
|
1
|
99.1
|
none
|
0
|
100.0
|
NLC 02_DH
|
281
|
none
|
0
|
100.0
|
none
|
0
|
100.0
|
Portal Vein_DH
|
4,220
|
3,221
|
2
|
98.1
|
none
|
0
|
100.0
|
Sorpresa_DH
|
2,870
|
1,986
|
1
|
99.3
|
943
|
3
|
97.8
|
Sorpresa Splay_DH
|
694
|
196
|
1
|
96.9
|
none
|
0
|
100.0
|
William Tell_CH
|
2,730
|
2,170
|
1
|
99.4
|
1,160
|
7
|
96.0
|
William Tell_DH
|
1,445
|
1,370
|
1
|
99.8
|
835
|
8
|
98.1
|
William Tell BIF 1_DH
|
356
|
249
|
1
|
98.2
|
none
|
0
|
100.0
|
William Tell HW_DH
|
851
|
395
|
1
|
98.7
|
none
|
0
|
100.0
|
William Tell Mini_DH
|
392
|
241
|
1
|
99.4
|
none
|
0
|
100.0
|
11.9 |
Variography
|
11.10 |
In-situ Bulk Density
|
11.11 |
Block Modelling
|
Table 11‑8:
|
Block Models Definitions
|
Vein Group
|
Direction
|
Minimum Corner
Coordinates
|
No. of Parent Blocks
|
Parent Block Size
(m)
|
Sub-block Ratio
|
EM
|
X
|
578,897.644
|
235
|
5
|
16
|
Y
|
3,344,400.945
|
160
|
2.5
|
8
|
|
Z
|
374.458
|
195
|
5
|
8
|
|
Rotation
|
Rotated clockwise 51.05º around the Z axis
|
||||
Las Chispas
|
X
|
580,633.349
|
92
|
5
|
16
|
Y
|
3,343,699.812
|
1,072
|
2
|
32
|
|
Z
|
617.353
|
121
|
5
|
8
|
|
Rotation
|
Rotated clockwise 335º
|
Table 11‑9:
|
Block Model Grade Interpolation Parameters for the Babicanora Area (11 pages)
|
Vein
|
Pass
|
No. of Composites
|
Search Range (m)
|
Ellipsoid Direction (°)
|
High-Grade
Transition Range
Percent
|
||||||
Min
|
Max
|
Max per
Hole
|
Major
|
Semi-
Major
|
Minor
|
Dip
|
Dip Azimuth
|
Pitch
|
|||
BAM Main
|
0
|
2
|
12
|
4
|
20
|
15
|
10
|
Variable Orientation
|
NA
|
||
BAM Main
|
1
|
2
|
12
|
4
|
40
|
30
|
20
|
Variable Orientation
|
75
|
||
BAM Main
|
2
|
2
|
12
|
4
|
60
|
40
|
20
|
Variable Orientation
|
50
|
||
BAM Main
|
3
|
1
|
12
|
4
|
80
|
60
|
20
|
Variable Orientation
|
50
|
||
BAM Main RDCLF1
|
0
|
2
|
12
|
4
|
20
|
15
|
10
|
Variable Orientation
|
NA
|
||
BAM Main RDCLF1
|
1
|
2
|
12
|
4
|
40
|
30
|
20
|
Variable Orientation
|
NA
|
||
BAM Main RDCLF1
|
2
|
2
|
12
|
4
|
60
|
40
|
30
|
Variable Orientation
|
NA
|
||
BAM Main RDCLF1
|
3
|
1
|
12
|
4
|
80
|
60
|
30
|
Variable Orientation
|
NA
|
||
BAM Central
|
0
|
2
|
12
|
4
|
20
|
15
|
10
|
Variable Orientation
|
75
|
||
BAM Central
|
1
|
2
|
12
|
4
|
40
|
30
|
20
|
Variable Orientation
|
50
|
||
BAM Central
|
2
|
2
|
12
|
4
|
60
|
40
|
20
|
Variable Orientation
|
75
|
||
BAM Central
|
3
|
1
|
12
|
4
|
80
|
60
|
20
|
Variable Orientation
|
50
|
||
BAM BIF 1
|
0
|
3
|
10
|
3
|
20
|
15
|
10
|
53
|
232
|
67
|
NA
|
BAM BIF 1
|
1
|
2
|
10
|
3
|
40
|
30
|
20
|
53
|
232
|
67
|
NA
|
BAM BIF 1
|
2
|
2
|
10
|
3
|
60
|
40
|
20
|
53
|
232
|
67
|
NA
|
BAM BIF 2
|
0
|
3
|
10
|
3
|
20
|
15
|
10
|
62
|
228
|
65
|
NA
|
BAM BIF 2
|
1
|
2
|
10
|
3
|
40
|
30
|
20
|
62
|
228
|
65
|
NA
|
BAM BIF 2
|
2
|
2
|
10
|
3
|
60
|
40
|
20
|
62
|
228
|
65
|
NA
|
BAM BIF 3
|
0
|
3
|
10
|
3
|
20
|
15
|
10
|
70
|
239
|
65
|
NA
|
BAM BIF 3
|
1
|
2
|
10
|
3
|
40
|
30
|
20
|
70
|
239
|
65
|
NA
|
BAM BIF 3
|
2
|
2
|
10
|
3
|
60
|
40
|
20
|
70
|
239
|
65
|
NA
|
Vein | Pass |
No. of Composites
|
Search Range (m)
|
Ellipsoid Direction (°)
|
High-Grade
Transition Range
Percent
|
||||||
Min | Max |
Max per
Hole
|
Major |
Semi-
Major
|
Minor | Dip | Dip Azimuth | Pitch | |||
BAM BIF 4
|
0
|
3
|
10
|
3
|
20
|
15
|
10
|
68
|
255
|
65
|
NA
|
BAM BIF 4
|
1
|
2
|
10
|
3
|
40
|
30
|
20
|
68
|
255
|
65
|
NA
|
BAM BIF 4
|
2
|
2
|
10
|
3
|
60
|
40
|
20
|
68
|
255
|
65
|
NA
|
BAM BIF 5
|
0
|
3
|
10
|
3
|
20
|
15
|
10
|
73
|
241
|
65
|
NA
|
BAM BIF 5
|
1
|
2
|
10
|
3
|
40
|
30
|
20
|
73
|
241
|
65
|
NA
|
BAM BIF 5
|
2
|
2
|
10
|
3
|
60
|
40
|
20
|
73
|
241
|
65
|
NA
|
BAM BIF 6
|
0
|
3
|
10
|
3
|
20
|
15
|
10
|
62
|
228
|
65
|
NA
|
BAM BIF 6
|
1
|
2
|
10
|
3
|
40
|
30
|
20
|
62
|
228
|
65
|
NA
|
BAM BIF 6
|
2
|
2
|
10
|
3
|
60
|
40
|
20
|
62
|
228
|
65
|
NA
|
BAM BIF 7
|
0
|
3
|
10
|
3
|
20
|
15
|
10
|
72
|
217
|
65
|
NA
|
BAM BIF 7
|
1
|
2
|
10
|
3
|
40
|
30
|
20
|
72
|
217
|
65
|
NA
|
BAM BIF 7
|
2
|
2
|
10
|
3
|
60
|
40
|
20
|
72
|
217
|
65
|
NA
|
BAM FW
|
0
|
2
|
12
|
4
|
20
|
15
|
10
|
Variable Orientation
|
NA
|
||
BAM FW
|
1
|
2
|
12
|
4
|
40
|
30
|
20
|
Variable Orientation
|
NA
|
||
BAM FW
|
2
|
1
|
12
|
4
|
60
|
40
|
20
|
Variable Orientation
|
NA
|
||
BAM HW
|
0
|
2
|
12
|
4
|
20
|
15
|
10
|
Variable Orientation
|
NA
|
||
BAM HW
|
1
|
2
|
12
|
4
|
40
|
30
|
20
|
Variable Orientation
|
NA
|
||
BAM HW
|
2
|
1
|
12
|
4
|
60
|
40
|
20
|
Variable Orientation
|
NA
|
||
BAM Splay 1
|
1
|
2
|
10
|
3
|
40
|
30
|
20
|
62
|
229
|
61
|
NA
|
BAM Splay 1
|
2
|
2
|
10
|
3
|
60
|
40
|
20
|
62
|
229
|
61
|
NA
|
BAM Splay 2
|
0
|
3
|
10
|
3
|
20
|
15
|
10
|
60
|
235
|
71
|
NA
|
BAM Splay 2
|
1
|
2
|
10
|
3
|
40
|
30
|
20
|
60
|
235
|
71
|
NA
|
BAM Splay 2
|
2
|
2
|
10
|
3
|
60
|
40
|
20
|
60
|
235
|
71
|
NA
|
Vein | Pass | No. of Composites |
Search Range (m)
|
Ellipsoid Direction (°) |
High-Grade
Transition Range
Percent
|
||||||
Min | Max |
Max per
Hole
|
Major |
Semi-
Major
|
Minor
|
Dip | Dip Azimuth | Pitch | |||
EM
|
1
|
2
|
12
|
3
|
50
|
45
|
30
|
Variable Orientation
|
25
|
||
EM
|
2
|
2
|
12
|
3
|
60
|
55
|
30
|
Variable Orientation
|
18.75
|
||
EM
|
3
|
1
|
12
|
3
|
60
|
55
|
30
|
Variable Orientation
|
18.75
|
||
EM BIF
|
1
|
2
|
12
|
3
|
40
|
30
|
20
|
73
|
233
|
83
|
NA
|
EM BIF
|
2
|
2
|
12
|
3
|
60
|
40
|
30
|
73
|
233
|
83
|
NA
|
EM Splay
|
1
|
2
|
12
|
3
|
40
|
30
|
20
|
64
|
217
|
67
|
37.5
|
EM Splay
|
2
|
2
|
12
|
3
|
60
|
40
|
30
|
64
|
217
|
67
|
18.75
|
EM Splay
|
3
|
1
|
12
|
3
|
80
|
60
|
30
|
64
|
217
|
67
|
18.75
|
Los Parientes
|
1
|
2
|
12
|
2
|
40
|
30
|
20
|
87
|
241
|
72
|
NA
|
Los Parientes
|
2
|
2
|
12
|
2
|
60
|
40
|
30
|
87
|
241
|
72
|
NA
|
Los Parientes
|
3
|
1
|
12
|
2
|
80
|
60
|
30
|
87
|
241
|
72
|
NA
|
BAN SE
|
0
|
4
|
12
|
3
|
20
|
15
|
15
|
Variable Orientation
|
70
|
||
BAN SE
|
1
|
3
|
12
|
3
|
40
|
30
|
20
|
Variable Orientation
|
37.5
|
||
BAN SE
|
2
|
1
|
12
|
3
|
60
|
40
|
20
|
Variable Orientation
|
25
|
||
BAN NW
|
1
|
2
|
12
|
3
|
40
|
30
|
30
|
Variable Orientation
|
37.5
|
||
BAN NW
|
2
|
2
|
12
|
3
|
60
|
40
|
30
|
Variable Orientation
|
25
|
||
BAN NW
|
3
|
1
|
12
|
3
|
60
|
40
|
30
|
Variable Orientation
|
25
|
||
BAN CEN
|
1
|
3
|
12
|
3
|
25
|
20
|
20
|
Variable Orientation
|
60
|
||
BAN CEN
|
2
|
2
|
12
|
3
|
50
|
40
|
20
|
Variable Orientation
|
30
|
||
BAN CEN
|
3
|
1
|
12
|
3
|
80
|
60
|
20
|
Variable Orientation
|
30
|
||
BAN HW SE
|
0
|
3
|
8
|
2
|
20
|
10
|
10
|
72
|
223
|
61
|
NA
|
BAN HW SE
|
1
|
2
|
10
|
2
|
40
|
30
|
20
|
72
|
223
|
61
|
37.5
|
BAN HW SE
|
2
|
2
|
10
|
2
|
60
|
40
|
20
|
72
|
223
|
61
|
25
|
Vein |
Pass
|
No. of Composites
|
Search Range (m)
|
Ellipsoid Direction (°)
|
High-Grade
Transition Range
Percent
|
||||||
Min |
Max
|
Max per
Hole
|
Major
|
Semi-
Major
|
Minor |
Dip
|
Dip Azimuth |
Pitch
|
|||
BAN HW SE
|
3
|
1
|
10
|
2
|
80
|
60
|
20
|
72
|
223
|
61
|
25
|
BAN HW NW
|
1
|
2
|
10
|
3
|
40
|
30
|
20
|
78
|
249
|
30
|
NA
|
BAN HW NW
|
2
|
2
|
12
|
3
|
60
|
40
|
20
|
78
|
249
|
30
|
NA
|
BAN HW NW
|
3
|
1
|
12
|
3
|
60
|
40
|
20
|
78
|
249
|
30
|
NA
|
BAN HW Splay
|
1
|
2
|
10
|
3
|
40
|
30
|
20
|
75
|
220
|
57
|
NA
|
BAN HW Splay
|
2
|
2
|
12
|
3
|
60
|
40
|
20
|
75
|
220
|
57
|
NA
|
BAN HW Splay
|
3
|
1
|
12
|
3
|
80
|
60
|
20
|
75
|
220
|
57
|
NA
|
BAN BIF 2
|
0
|
2
|
12
|
2
|
20
|
15
|
15
|
68
|
222
|
66
|
NA
|
BAN BIF 2
|
1
|
2
|
12
|
2
|
40
|
30
|
20
|
68
|
222
|
66
|
NA
|
BAN BIF 2
|
2
|
2
|
12
|
2
|
60
|
40
|
20
|
68
|
222
|
66
|
NA
|
BAN NW EXT
|
1
|
2
|
12
|
3
|
40
|
30
|
30
|
Variable Orientation
|
NA
|
||
BAN NW EXT
|
2
|
2
|
12
|
3
|
60
|
40
|
30
|
Variable Orientation
|
NA
|
||
BAN NW EXT
|
3
|
1
|
12
|
3
|
80
|
60
|
30
|
Variable Orientation
|
NA
|
||
BAN Splay 1
|
1
|
2
|
8
|
2
|
30
|
20
|
20
|
72
|
224
|
135
|
50
|
BAN Splay 1
|
2
|
2
|
10
|
2
|
60
|
40
|
20
|
72
|
224
|
135
|
25
|
BAN Splay 1
|
3
|
1
|
10
|
2
|
60
|
40
|
20
|
72
|
224
|
135
|
25
|
BAN Splay 2
|
0
|
2
|
8
|
2
|
20
|
15
|
15
|
66
|
219
|
69
|
NA
|
BAN Splay 2
|
1
|
2
|
10
|
2
|
40
|
30
|
20
|
66
|
219
|
69
|
37.5
|
BAN Splay 2
|
2
|
1
|
10
|
2
|
60
|
40
|
20
|
66
|
219
|
69
|
25
|
BAN Splay 3
|
0
|
2
|
8
|
2
|
30
|
20
|
20
|
69
|
262
|
45
|
NA
|
BAN Splay 3
|
1
|
2
|
10
|
2
|
60
|
40
|
20
|
69
|
262
|
45
|
25
|
BAN Splay 3
|
2
|
1
|
10
|
2
|
80
|
60
|
20
|
69
|
262
|
45
|
25
|
BAN Splay 4
|
0
|
2
|
8
|
2
|
30
|
20
|
20
|
77
|
235
|
66
|
NA
|
Vein | Pass |
No. of Composites
|
Search Range (m)
|
Ellipsoid Direction (°)
|
High-Grade
Transition Range
Percent
|
||||||
Min | Max |
Max per
Hole
|
Major
|
Semi-
Major
|
Minor | Dip | Dip Azimuth | Pitch | |||
BAN Splay 4
|
1
|
2
|
10
|
2
|
60
|
40
|
20
|
77
|
235
|
66
|
25
|
BAN Splay 4
|
2
|
1
|
10
|
2
|
70
|
50
|
20
|
77
|
235
|
66
|
25
|
BAS Main
|
1
|
4
|
12
|
3
|
40
|
30
|
20
|
Variable Orientation
|
37.5
|
||
BAS Main
|
2
|
2
|
12
|
3
|
60
|
40
|
20
|
Variable Orientation
|
25
|
||
BAS Main
|
3
|
1
|
12
|
3
|
120
|
80
|
20
|
Variable Orientation
|
12.5
|
||
BAS FW
|
1
|
4
|
12
|
3
|
40
|
30
|
20
|
Variable Orientation
|
37.5
|
||
BAS FW
|
2
|
2
|
12
|
3
|
60
|
40
|
20
|
Variable Orientation
|
25
|
||
BAS FW
|
3
|
1
|
12
|
3
|
130
|
90
|
20
|
Variable Orientation
|
11.53
|
||
BAS HW
|
1
|
3
|
8
|
3
|
40
|
30
|
15
|
64
|
220
|
32
|
NA
|
BAS HW
|
2
|
2
|
12
|
3
|
60
|
40
|
20
|
64
|
220
|
32
|
NA
|
BAS HW
|
3
|
1
|
12
|
3
|
80
|
60
|
20
|
64
|
220
|
32
|
NA
|
BAS Splay 1
|
1
|
3
|
8
|
3
|
45
|
30
|
15
|
57
|
236
|
60
|
33.3
|
BAS Splay 1
|
2
|
2
|
12
|
3
|
80
|
60
|
30
|
57
|
236
|
60
|
18.75
|
BAS Splay 1
|
3
|
1
|
12
|
3
|
80
|
60
|
30
|
57
|
236
|
60
|
18.75
|
BAS Splay 2
|
1
|
2
|
8
|
3
|
60
|
40
|
20
|
62
|
253
|
60
|
25
|
BAS Splay 2
|
2
|
2
|
12
|
3
|
80
|
60
|
30
|
62
|
253
|
60
|
18.75
|
BAS Splay 3
|
1
|
2
|
8
|
3
|
60
|
40
|
20
|
65
|
238
|
60
|
25
|
BAS Splay 3
|
2
|
2
|
12
|
3
|
80
|
60
|
20
|
65
|
238
|
60
|
18.75
|
BAS Splay 4
|
1
|
2
|
8
|
3
|
60
|
40
|
20
|
72
|
235
|
60
|
NA
|
BAS Splay 4
|
2
|
2
|
12
|
3
|
80
|
60
|
20
|
72
|
235
|
60
|
NA
|
BAS Splay 4
|
3
|
1
|
12
|
3
|
80
|
60
|
20
|
72
|
235
|
60
|
NA
|
Encinitas
|
1
|
2
|
8
|
3
|
70
|
50
|
30
|
76
|
232
|
52
|
21.4
|
Encinitas
|
2
|
2
|
12
|
3
|
120
|
80
|
30
|
76
|
232
|
52
|
12.5
|
Vein
|
Pass
|
No. of Composites
|
Search Range (m)
|
Ellipsoid Direction (°)
|
High-Grade
Transition Range
Percent
|
||||||
Min | Max |
Max per
Hole
|
Major |
Semi-
Major
|
Minor | Dip |
Dip Azimuth
|
Pitch
|
|||
Encinitas
|
3
|
1
|
12
|
3
|
120
|
80
|
30
|
76
|
232
|
52
|
12.5
|
BAV Main
|
0
|
4
|
12
|
3
|
20
|
15
|
15
|
Variable Orientation
|
70
|
||
BAV Main
|
1
|
2
|
12
|
3
|
40
|
30
|
20
|
Variable Orientation
|
37.5
|
||
BAV Main
|
2
|
2
|
12
|
3
|
60
|
45
|
20
|
Variable Orientation
|
25
|
||
BAV Main
|
3
|
1
|
12
|
3
|
80
|
60
|
20
|
Variable Orientation
|
25
|
||
BAV BIF 1
|
1
|
3
|
12
|
2
|
20
|
15
|
15
|
82
|
57
|
67
|
75
|
BAV BIF 1
|
2
|
2
|
12
|
2
|
40
|
20
|
15
|
82
|
57
|
67
|
37.5
|
BAV BIF 1
|
3
|
1
|
12
|
2
|
60
|
40
|
15
|
82
|
57
|
67
|
25
|
BAV BIF 2
|
1
|
3
|
12
|
2
|
20
|
15
|
20
|
84
|
55
|
66
|
NA
|
BAV BIF 2
|
2
|
2
|
12
|
2
|
40
|
30
|
20
|
84
|
55
|
66
|
37.5
|
BAV BIF 2
|
3
|
1
|
12
|
2
|
60
|
40
|
20
|
84
|
55
|
66
|
25
|
BAV BIF 3
|
1
|
2
|
12
|
2
|
20
|
15
|
15
|
76
|
230
|
120
|
NA
|
BAV BIF 3
|
2
|
2
|
12
|
2
|
40
|
30
|
20
|
76
|
230
|
120
|
NA
|
BAV BIF 3
|
3
|
2
|
12
|
2
|
60
|
40
|
20
|
76
|
230
|
120
|
NA
|
BAV Splay 1
|
1
|
3
|
12
|
2
|
40
|
30
|
20
|
89
|
236
|
67
|
37.5
|
BAV Splay 1
|
2
|
2
|
12
|
3
|
60
|
40
|
20
|
89
|
236
|
67
|
25
|
BAV Splay 1
|
3
|
1
|
12
|
3
|
80
|
60
|
20
|
89
|
236
|
67
|
25
|
BAV Splay 2
|
1
|
3
|
12
|
2
|
40
|
30
|
20
|
85
|
238
|
65
|
37.5
|
BAV Splay 2
|
2
|
2
|
12
|
2
|
60
|
40
|
20
|
85
|
238
|
65
|
25
|
BAV Splay 3
|
1
|
3
|
12
|
2
|
30
|
20
|
15
|
86
|
62
|
114
|
50
|
BAV Splay 3
|
1
|
2
|
12
|
2
|
60
|
40
|
15
|
86
|
62
|
114
|
25
|
BAV Splay 3
|
2
|
1
|
12
|
2
|
80
|
60
|
15
|
86
|
62
|
114
|
25
|
BAV FW
|
0
|
4
|
12
|
3
|
20
|
15
|
15
|
Variable Orientation
|
NA
|
Vein
|
Pass |
No. of Composites
|
Search Range (m)
|
Ellipsoid Direction (°)
|
High-Grade
Transition Range
Percent
|
||||||
Min | Max |
Max per
Hole
|
Major |
Semi-
Major
|
Minor
|
Dip
|
Dip Azimuth
|
Pitch | |||
BAV FW
|
1
|
2
|
12
|
3
|
40
|
25
|
20
|
Variable Orientation
|
37.5
|
||
BAV FW
|
2
|
2
|
12
|
3
|
60
|
50
|
20
|
Variable Orientation
|
25
|
||
BAV FW
|
3
|
1
|
12
|
3
|
80
|
60
|
20
|
Variable Orientation
|
25
|
||
BAV Andesite
|
1
|
2
|
12
|
2
|
40
|
30
|
20
|
81
|
237
|
61
|
37.5
|
BAV Andesite
|
2
|
2
|
12
|
2
|
60
|
40
|
20
|
81
|
237
|
61
|
25
|
Gran 1
|
1
|
3
|
10
|
3
|
30
|
25
|
20
|
Variable Orientation
|
50
|
||
Gran 1
|
2
|
2
|
10
|
3
|
60
|
40
|
20
|
Variable Orientation
|
25
|
||
Gran 2
|
1
|
3
|
8
|
3
|
30
|
25
|
15
|
86
|
219
|
67
|
NA
|
Gran 2
|
2
|
2
|
10
|
3
|
60
|
30
|
15
|
86
|
219
|
67
|
NA
|
Gran 2
|
3
|
1
|
10
|
3
|
80
|
40
|
15
|
86
|
219
|
67
|
NA
|
La Victoria
|
1
|
2
|
8
|
3
|
70
|
50
|
30
|
66
|
228
|
52
|
NA
|
La Victoria
|
2
|
2
|
12
|
3
|
120
|
80
|
30
|
66
|
228
|
52
|
NA
|
La Victoria
|
3
|
1
|
12
|
3
|
120
|
100
|
30
|
66
|
228
|
52
|
NA
|
Gio
|
0
|
5
|
10
|
2
|
10
|
10
|
5
|
89
|
69
|
67
|
NA
|
Gio
|
1
|
5
|
10
|
2
|
45
|
30
|
15
|
89
|
69
|
67
|
37.5
|
Gio
|
2
|
3
|
10
|
2
|
60
|
40
|
20
|
89
|
69
|
67
|
25
|
Gio
|
3
|
2
|
10
|
2
|
80
|
80
|
40
|
89
|
69
|
67
|
25
|
GIO BIF 1
|
1
|
5
|
10
|
2
|
45
|
30
|
15
|
89
|
69
|
67
|
NA
|
GIO BIF 1
|
2
|
3
|
10
|
2
|
60
|
50
|
20
|
89
|
69
|
67
|
NA
|
GIO BIF 1
|
3
|
2
|
10
|
2
|
80
|
80
|
40
|
89
|
69
|
67
|
NA
|
GIO BIF 2
|
1
|
5
|
10
|
2
|
45
|
30
|
15
|
89
|
69
|
67
|
NA
|
GIO BIF 2
|
2
|
3
|
10
|
2
|
60
|
50
|
20
|
89
|
69
|
67
|
NA
|
GIO BIF 2
|
3
|
2
|
10
|
2
|
80
|
80
|
40
|
89
|
69
|
67
|
NA
|
Vein | Pass |
No. of Composites
|
Search Range (m)
|
Ellipsoid Direction (°)
|
High-Grade
Transition Range
Percent
|
||||||
Min
|
Max |
Max per
Hole
|
Major |
Semi-
Major
|
Minor | Dip |
Dip Azimuth
|
Pitch | |||
GIO MINI
|
1
|
6
|
10
|
2
|
45
|
30
|
15
|
82
|
70
|
68
|
37.5
|
GIO MINI
|
2
|
4
|
10
|
2
|
60
|
40
|
20
|
82
|
70
|
68
|
25
|
GIO MINI
|
3
|
2
|
10
|
2
|
80
|
80
|
30
|
82
|
70
|
68
|
25
|
GIO MINI
|
4
|
1
|
10
|
10
|
10
|
5
|
82
|
70
|
68
|
NA
|
|
GIO MINI BIF 1
|
1
|
5
|
10
|
2
|
45
|
30
|
15
|
82
|
70
|
68
|
NA
|
GIO MINI BIF 1
|
2
|
3
|
10
|
2
|
60
|
40
|
20
|
82
|
70
|
68
|
NA
|
GIO MINI BIF 1
|
3
|
2
|
10
|
2
|
80
|
80
|
30
|
82
|
70
|
68
|
NA
|
LC
|
0
|
4
|
12
|
3
|
10
|
10
|
5
|
87
|
246
|
66
|
NA
|
LC
|
1
|
7
|
12
|
3
|
45
|
30
|
15
|
87
|
246
|
66
|
37.5
|
LC
|
2
|
5
|
12
|
3
|
60
|
40
|
20
|
87
|
246
|
66
|
25
|
LC
|
3
|
3
|
12
|
3
|
80
|
60
|
30
|
87
|
246
|
66
|
25
|
LC
|
4
|
1
|
12
|
10
|
10
|
5
|
87
|
246
|
66
|
37.5
|
|
LC BIF 1
|
1
|
5
|
12
|
3
|
45
|
30
|
15
|
87
|
246
|
66
|
NA
|
LC BIF 1
|
2
|
3
|
12
|
3
|
60
|
40
|
20
|
87
|
246
|
66
|
NA
|
LC BIF 1
|
3
|
2
|
12
|
3
|
80
|
60
|
30
|
87
|
246
|
66
|
NA
|
LC BIF 2
|
1
|
5
|
12
|
3
|
45
|
30
|
15
|
87
|
246
|
66
|
NA
|
LC BIF 2
|
2
|
3
|
12
|
3
|
60
|
40
|
20
|
87
|
246
|
66
|
NA
|
LC BIF 2
|
3
|
2
|
12
|
3
|
80
|
60
|
30
|
87
|
246
|
66
|
NA
|
LC BIF 3
|
1
|
5
|
12
|
3
|
45
|
30
|
15
|
87
|
246
|
66
|
NA
|
LC BIF 3
|
2
|
3
|
12
|
3
|
60
|
40
|
20
|
87
|
246
|
66
|
NA
|
LC BIF 3
|
3
|
2
|
12
|
3
|
80
|
60
|
30
|
87
|
246
|
66
|
NA
|
LC EXT
|
1
|
5
|
12
|
3
|
45
|
30
|
15
|
87
|
246
|
66
|
37.5
|
LC EXT
|
2
|
3
|
12
|
3
|
60
|
40
|
20
|
87
|
246
|
66
|
25
|
Vein | Pass |
No. of Composites
|
Search Range (m)
|
Ellipsoid Direction (°)
|
High-Grade
Transition Range
Percent
|
||||||
Min
|
Max |
Max per
Hole
|
Major |
Semi-
Major
|
Minor | Dip |
Dip Azimuth
|
Pitch
|
|||
LC EXT
|
3
|
1
|
12
|
3
|
80
|
60
|
30
|
87
|
246
|
66
|
25
|
LC SPLAY
|
1
|
5
|
12
|
3
|
45
|
30
|
15
|
87
|
246
|
66
|
NA
|
LC SPLAY
|
2
|
3
|
12
|
3
|
60
|
40
|
20
|
87
|
246
|
66
|
NA
|
LC SPLAY
|
3
|
2
|
12
|
3
|
80
|
80
|
30
|
87
|
246
|
66
|
NA
|
LC SPLAY
|
4
|
2
|
12
|
10
|
10
|
5
|
87
|
246
|
66
|
NA
|
|
LUIGI
|
0
|
4
|
10
|
2
|
10
|
10
|
5
|
79
|
242
|
69
|
NA
|
LUIGI
|
1
|
6
|
10
|
2
|
45
|
30
|
15
|
79
|
242
|
69
|
37.5
|
LUIGI
|
2
|
4
|
10
|
2
|
60
|
40
|
20
|
79
|
242
|
69
|
25
|
LUIGI
|
3
|
1
|
10
|
2
|
80
|
80
|
30
|
79
|
242
|
69
|
25
|
LUIGI
|
4
|
2
|
10
|
10
|
10
|
5
|
79
|
242
|
69
|
37.5
|
|
LUIGI BIF 1
|
1
|
6
|
10
|
2
|
45
|
30
|
15
|
79
|
242
|
69
|
NA
|
LUIGI BIF 1
|
2
|
4
|
10
|
2
|
60
|
40
|
20
|
79
|
242
|
69
|
NA
|
LUIGI BIF 1
|
3
|
1
|
10
|
2
|
80
|
80
|
30
|
79
|
242
|
69
|
NA
|
LUIGI FW 1
|
1
|
6
|
10
|
2
|
45
|
30
|
15
|
79
|
242
|
69
|
NA
|
LUIGI FW 1
|
2
|
4
|
10
|
2
|
60
|
40
|
20
|
79
|
242
|
69
|
NA
|
LUIGI FW 1
|
3
|
1
|
10
|
2
|
80
|
80
|
30
|
79
|
242
|
69
|
NA
|
LUIGI FW 2
|
1
|
6
|
10
|
2
|
45
|
30
|
15
|
79
|
242
|
69
|
NA
|
LUIGI FW 2
|
2
|
4
|
10
|
2
|
60
|
40
|
20
|
79
|
242
|
69
|
NA
|
LUIGI FW 2
|
3
|
1
|
10
|
2
|
80
|
80
|
30
|
79
|
242
|
69
|
NA
|
LUIGI FW 3
|
1
|
6
|
10
|
2
|
45
|
30
|
15
|
79
|
242
|
69
|
NA
|
LUIGI FW 3
|
2
|
4
|
10
|
2
|
60
|
40
|
20
|
79
|
242
|
69
|
NA
|
LUIGI FW 3
|
3
|
1
|
10
|
2
|
80
|
80
|
30
|
79
|
242
|
69
|
NA
|
LUIGI FW SPLAY
|
1
|
6
|
10
|
2
|
45
|
30
|
15
|
79
|
242
|
69
|
NA
|
Vein | Pass |
No. of Composites
|
Search Range (m)
|
Ellipsoid Direction (°)
|
High-Grade
Transition Range
Percent
|
||||||
Min
|
Max |
Max per
Hole
|
Major |
Semi-
Major
|
Minor |
Dip
|
Dip Azimuth
|
Pitch | |||
LUIGI FW SPLAY
|
2
|
4
|
10
|
2
|
60
|
40
|
20
|
79
|
242
|
69
|
NA
|
LUIGI FW SPLAY
|
3
|
2
|
10
|
2
|
80
|
80
|
30
|
79
|
242
|
69
|
NA
|
NLC 01
|
1
|
5
|
12
|
3
|
45
|
30
|
15
|
-
|
-
|
-
|
NA
|
NLC 01
|
2
|
3
|
12
|
3
|
60
|
40
|
20
|
-
|
-
|
-
|
NA
|
NLC 01
|
3
|
2
|
12
|
3
|
80
|
60
|
30
|
-
|
-
|
-
|
NA
|
NLC 02
|
1
|
5
|
12
|
3
|
45
|
30
|
15
|
-
|
-
|
-
|
NA
|
NLC 02
|
2
|
3
|
12
|
3
|
60
|
40
|
20
|
-
|
-
|
-
|
NA
|
NLC 02
|
3
|
2
|
12
|
3
|
80
|
60
|
30
|
-
|
-
|
-
|
NA
|
PORTAL VEIN
|
1
|
4
|
12
|
3
|
45
|
30
|
15
|
-
|
-
|
-
|
NA
|
PORTAL VEIN
|
2
|
3
|
12
|
3
|
60
|
40
|
20
|
-
|
-
|
-
|
NA
|
PORTAL VEIN
|
3
|
1
|
12
|
3
|
80
|
80
|
30
|
-
|
-
|
-
|
NA
|
SORPRESA
|
1
|
4
|
12
|
3
|
45
|
30
|
15
|
-
|
-
|
-
|
37.5
|
SORPRESA
|
2
|
3
|
12
|
3
|
60
|
40
|
20
|
-
|
-
|
-
|
25
|
SORPRESA
|
3
|
1
|
12
|
3
|
80
|
80
|
30
|
-
|
-
|
-
|
25
|
SORPRESA SPLAY
|
1
|
4
|
12
|
3
|
45
|
30
|
15
|
-
|
-
|
-
|
NA
|
SORPRESA SPLAY
|
2
|
3
|
12
|
3
|
60
|
40
|
20
|
-
|
-
|
-
|
NA
|
SORPRESA SPLAY
|
3
|
1
|
12
|
3
|
80
|
80
|
30
|
-
|
-
|
NA
|
|
WT
|
0
|
4
|
8
|
35
|
25
|
15
|
65
|
239
|
68
|
NA
|
|
WT
|
1
|
6
|
10
|
2
|
45
|
30
|
15
|
65
|
239
|
68
|
37.5
|
WT
|
2
|
4
|
10
|
2
|
60
|
40
|
20
|
65
|
239
|
68
|
25
|
WT
|
3
|
1
|
10
|
2
|
80
|
80
|
30
|
65
|
239
|
68
|
25
|
WT
|
4
|
4
|
8
|
10
|
10
|
5
|
65
|
239
|
68
|
37.5
|
|
WT BIF 1
|
1
|
6
|
10
|
2
|
45
|
30
|
15
|
65
|
239
|
68
|
NA
|
Vein | Pass |
No. of Composites
|
Search Range (m)
|
Ellipsoid Direction (°)
|
High-Grade
Transition Range
Percent
|
||||||
Min
|
Max |
Max per
Hole
|
Major |
Semi-
Major
|
Minor |
Dip
|
Dip Azimuth
|
Pitch |
WT BIF 1
|
2
|
4
|
10
|
2
|
60
|
40
|
20
|
65
|
239
|
68
|
NA
|
WT BIF 1
|
3
|
2
|
10
|
2
|
80
|
80
|
30
|
65
|
239
|
68
|
NA
|
WT HW
|
1
|
6
|
10
|
2
|
45
|
30
|
15
|
65
|
239
|
68
|
NA
|
WT HW
|
2
|
4
|
10
|
2
|
60
|
40
|
20
|
65
|
239
|
68
|
NA
|
WT HW
|
3
|
1
|
10
|
2
|
80
|
80
|
30
|
65
|
239
|
68
|
NA
|
WT MINI
|
1
|
6
|
8
|
2
|
45
|
30
|
15
|
65
|
239
|
68
|
NA
|
WT MINI
|
2
|
4
|
8
|
2
|
60
|
40
|
20
|
65
|
239
|
68
|
NA
|
WT MINI
|
3
|
2
|
8
|
2
|
80
|
60
|
30
|
65
|
239
|
68
|
NA
|
Figure 11‑5:
|
AgEq Longitudinal Projection for BAM
|
Figure 11‑6:
|
AgEq Longitudinal Projection for BAN_SE
|
Figure 11‑7:
|
AgEq Longitudinal Projection for BAS_Main
|
Figure 11‑8:
|
AgEq Longitudinal Projection for BAV
|
Figure 11‑9:
|
AgEq Longitudinal Projection for LC
|
11.12 |
Mineral Resource Classification
|
11.13 |
AgEq Cut-off Value Calculation
|
• |
Ag price: US$27/oz (approximate 18-month trailing average as of December 31, 2024);
|
• |
Ag process recovery: 98%;
|
• |
Marginal mining cost: $55/t;
|
• |
Processing cost: $45/t; and
|
• |
G&A: $27/t.
|
• |
($55+ $45+$27)/($27/31.1035 x 98%) = ~150 g/t AgEq
|
11.14 |
Las Chispas Operation Mineral Resource Estimate
|
Table 11‑10:
|
Mineral Resource Estimate (1-10)
|
Mineral Resources
Exclusive of Mineral
Reserves
|
Classification
|
Tonnes
(k)
|
Au
(g/t)
|
Ag
(g/t)
|
Contained
Au
(k oz)
|
Contained
Ag
(k oz)
|
Silver
Equivalent
Average Cut-
off Grade
(g/t AgEq)
|
Metallurgical Recovery
|
|
Ag (%)
|
Au (%)
|
||||||||
Babicanora Area Veins
|
Measured
|
106
|
10.45
|
1,067.9
|
35
|
3,623
|
150
|
98
|
98
|
Indicated
|
811
|
3.88
|
312.9
|
101
|
8,153
|
150
|
98
|
98
|
|
Meas + Ind
|
916
|
4.63
|
399.8
|
136
|
11,776
|
150
|
98
|
98
|
|
Las Chispas Area Veins
|
Indicated
|
182
|
3.28
|
451.7
|
19
|
2,646
|
150
|
98
|
98
|
Total
|
Meas + Ind
|
1,098
|
4.41
|
408.4
|
156
|
14,422
|
150
|
98
|
98
|
Babicanora Area Veins
|
Inferred
|
747
|
3.76
|
242.8
|
90
|
5,829
|
150
|
98
|
98
|
Las Chispas Area Veins
|
Inferred
|
411
|
4.03
|
322.2
|
53
|
4,260
|
150
|
98
|
98
|
Total
|
Inferred
|
1,158
|
3.86
|
271.0
|
143
|
10,088
|
150
|
98
|
98
|
11.15 |
Model Validation
|
• |
Number of composites used for estimation;
|
• |
Number of drill holes used for estimation;
|
• |
Mean distance to sample used;
|
• |
Number of passes used to estimate grade;
|
• |
Actual distance to closest point;
|
• |
Grade of true closest point; and
|
• |
Mean value of the composites used.
|
Table 11‑11:
|
Average Grade Comparison of the Block Models of the Main Veins by Software Type
|
Vein
|
Data Type
|
Au (g/t)
|
Ag (g/t)
|
BAM Main
|
Block model ID3_Leapfrog
|
8.12
|
728
|
Block model ID3_Gems
|
8.11
|
728
|
|
BAN Main SE
|
Block model ID3_Leapfrog
|
15.7
|
2,119
|
Block model ID3_Gems
|
15.7
|
2,109
|
|
BAS Main
|
Block model ID3_Leapfrog
|
6.3
|
319
|
Block model ID3_Gems
|
5.8
|
331
|
|
BAV Main
|
Block model ID3_Leapfrog
|
20.7
|
1,983
|
Block model ID3_Gems
|
20.6
|
1,918
|
|
Block model ID3_Leapfrog
|
4.9
|
685
|
|
Block model ID3_Gems *
|
4.1
|
553
|
Figure 11‑10:
|
Babicanora Main Vein (including BAM_Main, RDCLF and Central) Au and Ag Grade Swath Plot
|
Figure 11‑11:
|
Babicanora Norte SE Vein Au and Ag Grade Swath Plot
|
Figure 11‑12:
|
Babicanora Sur Main Vein Au and Ag Grade Swath Plot
|
Figure 11‑13:
|
Babicanora Vista Main Vein Au and Ag Grade Swath Plot
|
Figure 11‑14:
|
Las Chispas Main Vein Au and Ag Grade Swath Plot
|
11.16 |
Potential Risks in Developing the Mineral Resource
|
Table 11‑12:
|
Risks by Category
|
Risk Category
|
Explanation
|
Risk
|
Geology
|
Uncertainty in geological interpretation may affect mineral estimates in areas that have not been mined.
|
Moderate
|
Grade
Estimation
|
Bulk Density: Bulk density is assigned on a vein basis, based on the average measured bulk density. Local
variations in bulk density may affect tonnage.
|
Low
|
Compositing: Composite data may occur in small vein intervals. This can lead to a local estimation bias.
|
Low
|
|
Outlier Management: Grade capping is used to limit the influence of anomalous high-grade samples on a
vein basis. Local grade trends may therefore be biased.
|
Low
|
|
Minimum width: The Las Chispas Mineral Resource does not dilute narrow vein widths. No minimum vein
width was applied. The selected narrow vein thickness may be somewhat over-optimistic and high grade
biased.
|
Moderate
|
|
Classification: Classification is assigned algorithmically based on the number of samples within the search
ellipse. This may create a small number of locally incongruent block classifications.
|
Low
|
|
Classification: A 10 m range for Measured Mineral Resources and a minimum of 2 samples for Indicated
Mineral Resources may create a small number of blocks that are inappropriately classified. |
Low
|
|
Estimation Strategy: Inverse Distance Cubed estimation is used where a reasonable variogram can be
modeled. This may result in some local small tonnage high biased grades.
|
Low
|
|
Sampling Methods
|
In areas of active mining chip/channel samples predominate, which can adversely affect local grade
estimates depending on the quality of underground sampling.
|
Low
|
Data
|
Data Management: All information is stored in a corporate database. Mineral resources are calculated for
each vein in Leapfrog. Small database errors may contribute to grade estimation errors.
|
Low
|
Reconciliation
|
Detailed block model reconciliation is carried out on a monthly basis using CMS surveys, stockpile
topographic surveys and truck counts. Truck counts are a potential source of tonnage error.
|
Low
|
11.17 |
Mineral Resource Estimate Conclusion
|
12.1 |
Introduction
|
12.2 |
Development of Mining Cases
|
• |
Mineral resource block model, with estimated tonnage, gold, and silver grades;
|
• |
Cut-off grade calculations;
|
• |
Stope and development designs;
|
• |
Geotechnical and hydrogeological information;
|
• |
Estimates for mining recovery and dilution;
|
• |
Depletion from previous mining;
|
• |
Consideration of other modifying factors.
|
12.3 |
Designs
|
Figure12‑1:
|
Deposit Layout Plan
|
Figure 12‑2:
|
Babicanora Complex Plan View
|
Figure 12‑3:
|
Babicanora Vein Overview Plan View
|
Figure 12‑4:
|
Babicanora Looking Northeast
|
Figure 12‑5:
|
Las Chispas Complex Plan View
|
Figure 12‑6:
|
Las Chispas Looking Northeast
|
12.4 |
Input Assumptions
|
12.5 |
Ore Loss and Dilution
|
• |
Overbreak into the hanging wall or footwall rocks following drilling and blasting operations;
|
• |
Rock failures (slough) from rock walls adjacent to the stope boundaries as a result of weak rock mass characteristics; and,
|
• |
Backfill dilution from over mucking into the stope floor.
|
• |
Stope under-break and unrecoverable bridging;
|
• |
Unrecovered ore stocks due to flat dipping footwalls and stope draw point geometry;
|
• |
Misclassification of material resulting in ore hauled inadvertently to waste dumps; and,
|
• |
Abandoned ore stocks due to excessive dilution from stope wall failures.
|
Table 12‑1:
|
Input Parameters to Cut-off Grade Determination, Mineral Reserves
|
Table 12‑2:
|
Dilution Factors
|
Mining Method
|
Unplanned Dilution
|
|
Development (Rock)
|
5%
|
|
Longhole Stoping (Rock)
|
1.0 m – 1.5 m ELOS1
(0.5 – 1.0 m HW, 0.25 m - 0.5 m FW)
|
|
Cut and Fill Stoping (Rock)
|
0.2 m ELOS (0.1 m HW, 0.1 m FW)
|
|
Resue Stoping (Rock)
|
0.4 m ELOS (0.2 m HW, 0.2 m FW)
|
|
All (Backfill)
|
3%
|
12.6 |
Commodity Prices
|
12.7 |
Mineral Reserve Statement
|
Table 12‑3:
|
Mineral Reserve Estimate
|
Zone/Deposit
|
Mineral
Reserve Classification
|
Tonnes
(kt)
|
Grade
|
Contained Ounces
|
Silver
Equivalent
Average
Cut-off
Grade (g/t AgEq)
|
Metallurgical Recovery
|
|||
Ag (g/t)
|
Au (g/t)
|
Ag (koz)
|
Au (koz)
|
Ag (%)
|
Au (%)
|
||||
Babicanora
|
Proven
|
606
|
537.9
|
5.04
|
10,482
|
98
|
250
|
97.5
|
98.0
|
Probable
|
2,164
|
264.8
|
3.16
|
18,426
|
220
|
250
|
97.5
|
98.0
|
|
Subtotal proven and probable
|
2,770
|
324.6
|
3.57
|
28,908
|
318
|
250
|
97.5
|
98.0
|
|
Las Chispas
|
Proven
|
-
|
-
|
-
|
-
|
-
|
250
|
97.5
|
98.0
|
Probable
|
285
|
273.2
|
2.10
|
2,505
|
19
|
250
|
97.5
|
98.0
|
|
Subtotal proven and probable
|
285
|
273.2
|
2.10
|
2,505
|
19
|
250
|
97.5
|
98.0
|
|
Stockpiles
|
Proven
|
107
|
609.1
|
5.67
|
2,104
|
20
|
250
|
97.5
|
98.0
|
Probable
|
-
|
-
|
-
|
-
|
-
|
-
|
97.5
|
98.0
|
|
Subtotal proven and probable
|
107
|
609.1
|
5.67
|
2,104
|
20
|
-
|
97.5
|
98.0
|
|
Total Proven and Probable Mineral Reserves
|
Total proven
|
714
|
548.6
|
5.13
|
12,586
|
118
|
250
|
97.5
|
98.0
|
Total probable
|
2,449
|
265.8
|
3.03
|
20,931
|
239
|
250
|
97.5
|
98.0
|
|
Total proven and probable
|
3,163
|
329.6
|
3.51
|
33,516
|
357
|
250
|
97.5
|
98.0
|
12.8 |
Uncertainties (Factors) That May Affect the Mineral Reserve Estimate
|
• |
Commodity prices: the mineral reserve estimates are sensitive to metal prices. Coeur’s current strategy is to sell most of the metal production at spot prices, exposing the company to both positive and negative changes in
the market, both of which are outside of the company’s control;
|
• |
Metallurgical recovery: long term changes in metallurgical recovery could also have an impact on the mineral reserve estimates. For example, a 10% change in metallurgical recovery has the same impact as a 10% change in
metal prices. However, the metallurgy is well understood, and as a result, the mineral reserve estimates are considered to be less sensitive to long-term factors affecting metallurgical recovery, compared to the sensitivity to
metal prices, which tend to have greater variances;
|
• |
Mining method will change from cut and fill and resue to longitudinal longhole stoping based on actual vein widths mined which could result in higher dilution quantities, lower costs and higher productivity which can impact
grade. All of these factors could impact cut-off grades, reserve estimates and economics;
|
• |
Operating costs: higher or lower operating costs than those assumed could also affect the mineral reserve estimates. While the trend over the last few years showed operating cost reductions at the Las Chispas Operations,
this trend could reverse and costs could increase over the life of the Project, due to factors outside of the company’s control. However, of the factors discussed in this section, the QP considers the mineral reserve
sensitivity to changes in operating costs to be low;
|
• |
Dilution: additional dilution has the effect of increasing the overall volume of material mined, hauled and processed. This results in an increase in operating costs and could result in mineral reserve losses if broken
stopes are diluted to the point where it is uneconomic to muck, haul, and process the material and the broken stocks are abandoned. The operations have developed a number of methods to control dilution, including the
installation of stope support, a flexible mine plan with the ability to limit stope wall spans, and good development practices that avoid undercutting the stope hanging wall. To assist in these efforts, site geotechnical
reviews are regularly completed by external consultants, and a geotechnical engineer is employed by the mine. In the opinion of the QP, sufficient controls are in place at the Las Chispas Operations to manage dilution, and the
risk of material changes to the mineral reserve from dilution above the amounts used in the Mineral Reserve Estimate is low;
|
• |
Geotechnical: geotechnical issues could lead to additional dilution, difficulty accessing portions of the ore body, or sterilization of broken or in situ ore. In addition to the controls discussed in the dilution section
there are significant management controls in place to effectively mitigate geotechnical risks. Designed openings are evaluated for stability using the Modified Stability Graph method. There is regular underground geotechnical
mapping, and comprehensive geotechnical reviews are held on a weekly basis. The QP considers that sufficient controls are in place at the Las Chispas Operations to effectively manage geotechnical risk, and the risk of
significant impact on the Mineral Reserve Estimate is low;
|
• |
Hydrogeological: unexpected hydrogeological conditions could cause issues with access and extraction of areas of the Mineral Reserve due to higher than anticipated rates of water ingress. The QP considers the risk of
encountering hydrogeological conditions that would significantly affect the Mineral Reserve Estimate is low;
|
• |
Geological and structural interpretations: changes in the underlying geology model including changes in local interpretations of mineralization geometry and continuity of mineralized zones, changes to geological and
mineralization shape and geological and grade continuity assumptions, and density and domain assignments could result in changes to the geology model upon which Mineral Reserve Estimate is based;
|
• |
Permitting and social license: inability to maintain, renew, or obtain environmental and other regulatory permits, to retain mineral and surface right titles, to maintain site access, and to maintain social license to
operate could result in the inability to extract some or all of the mineral reserves.
|
13 |
MINING METHODS
|
13.1 |
Introduction
|
Figure 13‑1:
|
Las Chispas Final Mine Design Plan View by Vein
|
13.2 |
Geotechnical Considerations
|
13.2.1
|
Babicanora
|
13.3 |
Hydrogeological Considerations
|
13.3.1
|
Babicanora
|
13.3.2
|
Las Chispas
|
13.4 |
Operations
|
13.4.1
|
Babicanora
|
13.4.2
|
Las Chispas
|
13.5 |
Backfill
|
13.6 |
Ventilation
|
13.6.1
|
Babicanora
|
13.6.2
|
Las Chispas
|
13.7 |
Blasting and Explosives
|
13.8 |
Underground Sampling and Production Monitoring
|
13.9 |
Infrastructure Facilities
|
13.10 |
Table 13‑1:
|
Production Schedule
|
Units
|
2025
|
2026
|
2027
|
2028
|
2029
|
2030
|
2031
|
LOM
|
||
Underground Babicanora
|
||||||||||
Ore mined
|
kt
|
421
|
374
|
404
|
416
|
530
|
526
|
99
|
2,770
|
|
Silver grade mined
|
g/t
|
407.4
|
420.3
|
356.3
|
351.8
|
304.5
|
193.6
|
169.8
|
324.6
|
|
Gold grade mined
|
g/t
|
3.8
|
3.9
|
3.7
|
4.0
|
3.7
|
2.7
|
2.7
|
3.6
|
|
Silver contained metal
|
koz
|
5,516
|
5,053
|
4,633
|
4,705
|
5,186
|
3,275
|
540
|
28,908
|
|
Gold contained metal
|
koz
|
52
|
47
|
48
|
53
|
63
|
45
|
9
|
318
|
|
Vertical Capital Development
|
m
|
189
|
596
|
1,221
|
669
|
292
|
395
|
—
|
3,362
|
|
Lateral Capital Development
|
m
|
6,277
|
6,131
|
6,484
|
4,714
|
3,755
|
2,927
|
—
|
30,290
|
|
Operating Waste Development
|
m
|
2,907
|
1,970
|
1,045
|
880
|
978
|
816
|
—
|
8,596
|
|
Operating Ore Development
|
m
|
3,897
|
2,036
|
3,123
|
2,109
|
2,953
|
1,136
|
—
|
15,255
|
|
Waste mined
|
kt
|
437
|
431
|
394
|
307
|
253
|
188
|
—
|
2,010
|
|
Underground Las Chispas
|
||||||||||
Ore mined
|
kt
|
28
|
62
|
96
|
78
|
21
|
—
|
—
|
285
|
|
Silver grade mined
|
g/t
|
214.2
|
333.8
|
304.2
|
218.3
|
235.7
|
—
|
—
|
148.7
|
|
Gold grade mined
|
g/t
|
1.6
|
2.9
|
2.2
|
1.5
|
2.2
|
—
|
—
|
2.0
|
|
Silver contained metal
|
koz
|
194
|
665
|
941
|
547
|
157
|
—
|
—
|
2,505
|
|
Gold contained metal
|
koz
|
1
|
6
|
7
|
4
|
1
|
—
|
—
|
19
|
|
Vertical Capital Development
|
m
|
55
|
299
|
112
|
—
|
—
|
—
|
—
|
466
|
|
Lateral Capital Development
|
m
|
2,081
|
1,797
|
540
|
389
|
190
|
—
|
—
|
4,996
|
|
Operating Waste Development
|
m
|
145
|
535
|
100
|
127
|
20
|
—
|
—
|
928
|
|
Operating Ore Development
|
m
|
471
|
973
|
540
|
40
|
101
|
—
|
—
|
2,125
|
|
Waste mined
|
kt
|
107
|
118
|
31
|
25
|
12
|
—
|
—
|
294
|
13.11 |
Equipment
|
Table 13‑2:
|
Underground Equipment
|
Mining Equipment
|
Make and Model
|
2024
|
LOM
|
|
Current Fleet
|
Max Required Units
|
|||
Production/Development Equipment
|
||||
Jumbo Drill (Single Boom)
|
Sandvik DD311
|
4
|
6
|
|
Epiroc S1D
|
3
|
|||
Jumbo Drill (Double Boom)
|
Epiroc B282
|
2
|
||
Bolter
|
Sandvik DS311
|
3
|
8
|
|
Epiroc Boltec S
|
3
|
|||
Epiroc Boltec 235
|
3
|
|||
Resemin Muki
|
1
|
|||
Explosives Truck
|
Maclean AC2
|
2
|
3
|
|
Maclean MEM-933
|
1
|
|||
Stope Loader - 2.5yd3
|
Epiroc ST2G
|
1
|
2
|
|
Stope Loader - 4.0yd3
|
Sandvik LH307
|
1
|
3
|
|
Epiroc ST7
|
3
|
|||
Truck Loader - 6.0yd3
|
Sandvik LH410
|
6
|
3
|
|
Epiroc ST1030
|
3
|
|||
Haul Truck
|
Sandvik TH430
|
5
|
11
|
|
Sandvik TH315
|
1
|
|||
Epiroc MT2200
|
4
|
|||
Epiroc MT436B
|
1
|
|||
Production Drill (Longhole)
|
Resemin Jumbo Raptor
|
1
|
5
|
|
Resemin Jumbo Muki LHBP-2R
|
2
|
|||
Epiroc Boomer S1D
|
1
|
|||
Epiroc Simba S7D
|
2
|
|||
Boart Stopemate-HX
|
1
|
|||
Sandvik DL331
|
1
|
|||
Total Prod/Dev Units
|
55
|
41
|
Mining Equipment
|
Make and Model
|
2024
|
LOM
|
Current Fleet
|
Max Required Units
|
||
Service
*LOM Max will be 2025 max, due to two contractor fleets onsite. |
Equipment |
||
Scissor Lift
|
Mixed (Walden, Normet, Maclean)
|
5
|
2
|
Dump Truck
|
Kenworth T800
|
3
|
3
|
Bulldozer
|
Caterpillar D4
|
2
|
1
|
Backhoe
|
Mixed (CAT, John Deere)
|
6
|
4
|
Boom Truck
|
Mixed Fleet
|
2
|
2
|
Telehandler
|
Mixed Fleet
|
3
|
3
|
Lube Truck
|
Mixed Fleet
|
2
|
2
|
Shotcrete Sprayer
|
Normet Alpha 20
|
3
|
1
|
Concrete Mixer (1m3 and 4m3)
|
Mixed Fleet
|
4
|
2
|
Light Vehicle
|
Mixed Fleet
|
34
|
15
|
Personnel Carrier
|
Pasajeros International
|
5
|
3
|
Total Service Units
|
69
|
38
|
|
Total Units
|
124
|
74
|
13.12 |
Personnel
|
14 |
RECOVERY METHODS
|
14.1 |
Process Design
|
• |
Major equipment is achieving a nominal throughput of 1,250 t/d, with the ability to accommodate increased throughput up to 1,750 t/d via an expansion to the comminution circuit, if desired.
|
• |
Crushing circuit availability of 70% or higher is being achieved, supported by using a surge bin, a dedicated feeder and an emergency stockpile to provide continuous feed to the balance of the Process Plant.
|
• |
The Process Plant facility, including semi-autogenous grinding (SAG), cyanide leaching circuit, Merrill Crowe circuit, and tailings handling facilities, is achieving an overall availability of 91.3% or greater.
|
Figure 14‑1:
|
Daily Tonnes Processed since January 1, 2024
|
14.2 |
Selected Process Flowsheet
|
• |
Primary crushing,
|
• |
Single stage SAG mill circuit closed with cyclones for classification,
|
• |
Bulk rougher flotation,
|
• |
Flotation concentrate cyanide leaching,
|
• |
Flotation concentrate post-leach thickening,
|
• |
Flotation tails pre-leach thickening,
|
• |
Bulk cyanide leaching,
|
• |
Countercurrent decantation (CCD) washing and pre-clarification of pregnant solution,
|
• |
Clarification, de-aeration and zinc precipitation of Au and Ag (Merrill-Crowe),
|
• |
Mercury removal using a retort,
|
• |
Smelting to produce doré,
|
• |
Cyanide Detoxification by SO2/air,
|
• |
Tailings thickening and filtration, and
|
• |
Transferring filtered tails to the FTSF.
|
• |
bypass the detox circuit thereby saving on reagents costs and increasing cyanide recycle to leaching circuit while maintaining low cyanide concentrations in the filtered tailings seepage ponds.
|
• |
reduce metal loss in filtered tailing solution by eliminating the use of grinding water in the CCD that has higher Au and Ag concentrations than the Merril-Crowe Barren solution.
|
Figure 14‑2:
|
Overall Process Flow Diagram
|
14.3 |
Key Process Design Criteria
|
Table 14‑1:
|
Process Design Criteria
|
Parameter | Unit | Value | |
Plant Availability
|
%
|
91.3
|
|
SMC- Axb-design (75th percentile)
|
kWh/t
|
41
|
|
Bond Ball Mill Work Index–design (75th percentile)
|
kWh/t
|
19.4
|
|
Flotation Concentrate Mass Pull
|
%
|
2
|
|
Flotation Concentrate Leach Residence Time
|
h
|
96
|
|
Concentrate Leach Slurry Density
|
% solids (w/w)
|
15
|
|
Concentrate Thickener Solid Loading
|
t/m2.h
|
0.1
|
|
Pre-Leach Thickener Solid Loading
|
t/m2.h
|
0.6
|
|
Bulk Leach Residence Time
|
h
|
96
|
|
Bulk Leach Slurry Density
|
% solids (w/w)
|
48
|
|
Total Sodium Cyanide Consumption Rate (design)
|
kg/t
|
3.5
|
|
Total Quick lime Consumption Rate (design)
|
kg/t
|
1.76
|
|
Number of CCD Wash Stages
|
-
|
5
|
|
CCD Wash Efficiency
|
%
|
99.7
|
|
Metal Recovery Method
|
-
|
Merrill Crowe
|
|
Cyanide Detoxification Method
|
-
|
SO2/Air
|
|
Tailings Thickener Solid Loading
|
t/m2.h
|
0.6
|
|
Tails Filter Cake Moisture
|
%
|
18
|
|
Tailings Management
|
-
|
Dry stacking
|
14.4 |
Unit Process Description
|
14.4.1
|
Crushing Area
|
• |
Static grizzly and hopper,
|
• |
Apron feeder,
|
• |
Jaw crusher (75 kW),
|
• |
Surge bin,
|
• |
Belt feeder to reclaim crushed material to feed the SAG mill,
|
• |
Emergency stockpile and reclaim, and
|
• |
Associated material handling systems (conveyors, weightometers and tramp magnet).
|
14.4.2
|
Grinding Circuit
|
• |
One SAG mill, 6.1 m (20 ft) in diameter by 3.66 m (12 ft) in length, powered by a 2,000 kW variable speed drive motor
|
• |
Two 55 kW slurry pumps to pump SAG mill discharge to cyclones, with one pump in operation and one in standby
|
• |
One cyclone cluster with ten 250 mm cyclones, six to eight in operation and two to four in standby
|
• |
Associated material handling and storage systems (sump pumps, pump boxes, bins).
|
14.4.3
|
Bulk Rougher Flotation
|
• |
One trash screen, currently in use to clean the grinding cyclone overflow
|
• |
Four 5 m3 forced-air tank cells, arranged in series.
|
14.4.4
|
Cyanide Leach
|
• |
Three 6.8 m diameter x 6.8 m high leach tanks,
|
• |
One 5 m diameter high-rate concentrate thickener, and
|
• |
Associated material handling and storage systems (agitators, pumps, sump pumps, pump boxes).
|
• |
One 14 m diameter high-rate thickener,
|
• |
One leach feed box,
|
• |
Six 12 m diameter x 12.7 m high leaching tanks, and
|
• |
Associated material handling and storage systems (agitators, pumps, sump pumps, pump boxes).
|
14.4.5
|
CCD Circuit and Pre-Clarifier
|
• |
Five 14 m diameter high-rate thickeners,
|
• |
One 23 m diameter pre-clarifier,
|
• |
One pregnant solution storage tank, with a live volume of 460 m3, and
|
• |
Associated material handling and storage systems (feed boxes, pumps, sump pumps, pump boxes).
|
14.4.6
|
Merrill Crowe Circuit
|
• |
Two rotating disk filters as clarifier filters, each having a 139 m2 filtration area,
|
• |
One de-aeration tower,
|
• |
One air/water separator,
|
• |
One de-aeration tower vacuum pump,
|
• |
One zinc mixing cone, including a hopper and a feeder,
|
• |
Two precipitation filter press units, each having a 185 m2 filtration area,
|
• |
One pre-coat preparation tank,
|
• |
One body feed preparation tank, and
|
• |
Associated material handling and storage systems (pumps, sump pumps, pump boxes, feed conveyors).
|
14.4.7
|
Doré Room
|
• |
One 54 kW, (40 ft3) electric retort and adsorption skid,
|
• |
One 400 kW, (10 ft3) induction furnace,
|
• |
Flux dosing and flux mixer system,
|
• |
One gold–silver doré safe,
|
• |
Mechanized slag handling, and
|
• |
Associated material handling and other systems (molds, dryers, dust collection system).
|
14.4.8
|
Cyanide Detoxification
|
• |
Two cyanide detoxification reaction tanks of 4.7 m in diameter x 7 m high, operating in parallel, and
|
• |
Associated material handling systems (pumps, pump boxes, sump pumps).
|
14.4.9
|
Final Tailings Dewatering and Disposal
|
• |
One 14.0 m diameter high-rate thickener,
|
• |
One 8.6 m diameter x 8.6 m high agitated tails filter feed tank,
|
• |
Two 2.1 m x 2.1 m, 120 chamber plate and frame pressure filters,
|
• |
One 3.5 m diameter x 3.5 m high tails filter filtrate tank,
|
• |
One 3.5 m diameter x 3.5 m high cloth wash water tank, and
|
• |
Associated material handling systems (pumps, pump boxes, sump pumps).
|
14.4.10
|
Reagent Handling and Storage
|
Table 14‑2:
|
Summary of Reagent Used in the Process Plant
|
Reagent
|
Preparation Method
|
Use
|
Design
Consumption (t/a)
|
2024
Consumptions
(t/a)
|
Lime
|
Received as hydrated lime from a 20 t pneumatic tanker truck and transferred to a silo; mixed to 20% strength; pumped to a storage tank. Dosed to concentrate leaching, bulk leaching and cyanide
detoxification circuits as required
|
pH control added as required
|
1,750
|
584.9
|
Sodium Cyanide
|
Received in 1 t bulk bags; mixed to 20% strength; transferred to a storage tank. Dosed using the cyanide circulation pump and a ringmain system to the concentrate and bulk cyanide leaching
circuits, as well as Merrill Crowe circuit if required
|
Leaching agent
|
1,300
|
846.4
|
Flocculant
|
Received as powder in 25 kg bags; mixed to 0.25% storing strength; transferred to a storage tank. Dosed directly to concentrate thickener, pre-leach thickener and CCD washing thickeners with
dilution as required
|
Flocculation of thickener feed solids
|
40
|
29.8
|
Coagulant
|
Received as powder in 25 kg bags; mixed to 0.25% storing strength; transferred to a storage tank, and dosed directly to pre-clarifier
|
Clarification of the pregnant solution
|
36
|
0
|
Oxygen
|
Produced by oxygen plant, gasified, and sent to the concentrate and bulk cyanide leaching circuits and cyanide detoxification circuit
|
Cyanidation reagent, Cyanide detoxification reagent
|
1,400
|
0
|
Diatomaceous Earth
|
Received as powder in 25 kg bags; mixed to 5% solution strength. Dosed to the clarifier and precipitate filters in Merrill-Crowe circuit
|
Precoat and body feed in Merrill-Crowe circuit
|
410
|
213.5
|
Zinc Powder
|
Received as powder in 20 kg drums. Dosed to Zn mixing cone through a feeder at specific rate in Merrill-Crowe circuit
|
Precipitation reagent
|
200
|
190.5
|
Lead Nitrate
|
Received as powder in 1 t bulk bags, mixed to 10% strength; transferred to a storage tank. Dosed directly to the concentrate and bulk cyanide leaching circuits, as well as Merrill-Crowe circuit
|
Leaching aid in cyanidation and a co-precipitation regent in Merrill-Crowe
|
20
|
193.0
|
Copper Sulphate
|
Received as powder in 25 kg bags; mixed to 10% strength; transferred to a storage tank. Dosed to the cyanide detoxification circuit
|
Catalyst in the cyanide detoxification process
|
500
|
0
|
Sodium Metabisulfite
|
Received as powder in 1 t bulk bags; mixed to 20% strength; transferred to a storage tank. Dosed to the cyanide detoxification circuit.
|
Reactant in the cyanide detoxification process
|
500
|
8.0
|
Antiscalant
|
Delivered in liquid form in IBC totes. Dosed neat without dilution to pregnant solution tank and process water tank
|
To minimize scale build-up
|
25
|
42.6
|
Flux
|
Received as powder in bulk; mixed with calcined charges for smelting
|
Fusion agent
|
200
|
187.0
|
14.5 |
Plant Services
|
14.5.1
|
Fresh Water, Raw Water, Fire Water and Potable Water
|
• |
Reagent mixing and preparation,
|
• |
General process uses in crushing area and emergency stockpile, and
|
• |
Gland water.
|
14.5.2
|
Process Water and Barren Solution
|
14.5.3
|
Oxygen Plant
|
14.5.4
|
Electrical Power
|
14.5.5
|
High Pressure and Low Pressure Air
|
14.5.6
|
Instrumentation and Process Control
|
14.5.7
|
Sampling and Quality Control
|
14.6 |
QP Comments on Recovery Methods
|
15 |
INFRASTRUCTURE
|
15.1 |
Introduction
|
• |
Underground mine, including portals, ramps, and vents;
|
• |
Roads: main access road, site access road, bridge crossing, borrow pit haul road, filtered tailings storage facility (FTSF) haul road, waster rock storage facility (WRSF) haul road, and explosives access road;
|
• |
Diversion and collection channels, culverts, and containment structures;
|
• |
Site main gate and guard house (2);
|
• |
Accommodation camp;
|
• |
Power and water distribution;
|
• |
Warehouse and truck shop, offices, medical clinic, and nursery;
|
• |
Explosives magazines;
|
• |
Process Plant;
|
• |
Control room;
|
• |
Doré room;
|
• |
Assay laboratory (off-site facility);
|
• |
Reagent storage facilities;
|
• |
Water treatment plant;
|
• |
Mineralized stockpiles and waste rock storage facilities (WRSFs);
|
• |
Filtered Tailings Storage Facility (FTSF);
|
• |
Nuclear devices storage facility;
|
• |
Hazardous waste interim storage facility; and
|
• |
Exploration core shacks.
|
15.2 |
Roads
|
15.3 |
Camps
|
15.3.1
|
Accommodation Camp
|
15.4 |
Fuel Storage
|
15.5 |
Power Line
|
15.6 |
Power Distribution and Emergency Power
|
15.7 |
Site Communications
|
15.8 |
Fire Protection
|
15.9 |
Sewage System
|
15.10 |
Hazardous Waste Interim Storage Facility
|
15.11 |
Plant Nursery
|
15.12 |
Nuclear Devices Storage Facility
|
15.13 |
Mine Related Infrastructure
|
15.13.1
|
Waste Rock Storage Facilities
|
15.13.2
|
Ore Stockpiles
|
15.13.3
|
Blend Fingers
|
15.14 |
Site Roads
|
15.15 |
Warehouse
|
15.15.1
|
Main Offices
|
15.15.2
|
Process Plant Offices
|
15.15.3
|
Metallurgical Lab
|
15.15.4
|
Other Offices
|
15.15.5
|
Site Clinic
|
15.16 |
Process Area
|
15.16.1
|
Primary Crushing
|
15.16.2
|
Process Plant
|
15.16.3
|
Doré Room
|
15.15.4
|
Reagent Storage Facilities
|
15.17 |
Water Management
|
15.17.1
|
Key Facilities
|
• |
The key facilities for water management include:
|
• |
• |
Process Plant (including fresh and process water tanks),
|
• |
Filtered tailings storage facility (FTSF),
|
• |
Surface water diversion and water management structures,
|
• |
Fresh water supply system, including pumps and piping; and,
|
• |
Sediment and erosion control measures for the facilities.
|
• |
Precipitation runoff from the mine site facilities,
|
• |
Water recycled from the tailings dewatering system,
|
• |
Groundwater from the underground mine dewatering system for fresh water supply and potable water,
|
• |
Treated black and grey water, in small quantities, from the buildings, and
|
• |
If needed, water can be drawn from the Sonora Valley for fresh water supply and potable water.
|
15.17.2
|
Water Balance
|
• |
Water entering the operations area from precipitation and surface or groundwater sources,
|
• |
Water exiting the operations area through evaporation or infiltration, and
|
• |
Water entrained in the filtered tailings and exiting the system.
|
15.18 |
Filtered Tailings Storage Facility
|
15.18.1
|
Overview
|
• |
Proximity to the Process Plant and mine portal,
|
• |
Closest population center (Sinoquipe) located 20 km downstream of the proposed FTSF structures,
|
• |
Areas with minor human activity both in the catchment basin as well as downstream of both proposed FTSFs structures,
|
• |
The selected FTSF sites are not within the footprint of what would be considered federal surface water bodies according to the Comisión Nacional del Agua (CONAGUA),
|
• |
Absence of aquifer and groundwater production wells in the FTSF areas, and
|
• |
Underlying bedrock with low permeability at shallow depths (5 m or less) that limits the vertical infiltration of water.
|
15.18.2
|
Geotechnical Characterization of Tailings
|
15.18.3
|
Geotechnical Analyses
|
15.18.4
|
Infiltration Analyses
|
15.18.5
|
Geotechnical Stability Analyses
|
1. |
Static loading, and
|
2. |
Seismic loading conditions using pseudo-static analyses.
|
15.18.6
|
Key FTSF Design Elements
|
15.18.7
|
Non-Contact Surface Water Diversion Systems
|
15.18.8
|
FTSF Foundation
|
15.18.9
|
Contact Water Subdrain System Installation
|
15.18.10
|
Contact Water Collection Ponds
|
15.18.11
|
Starter Buttress
|
15.18.12
|
Filtered Tailings
|
15.18.13
|
Coarse Graded Filtered Tailings Cover
|
15.18.14
|
FTSF Construction
|
• |
Some of the key elements of the FTSF can be constructed in parallel or the order changes slightly but, in general, the construction sequence of key elements of the FTSF design is as follows:
|
• |
Clearing grubbing and grading of the area that the FTSF will occupy,
|
• |
Foundation preparation of the FTSF area, subdrain system and structural elements such as starter buttress and contact water pond embankments,
|
• |
Construction of the water diversion systems to manage non-contact surface water upstream of the tailings dry stack,
|
• |
Installation of a subdrain system to funnel the surface contact water of the FTSF footprint and to collect contact water resulting from infiltration into the FTSF,
|
• |
Construction of the contact water ponds for sedimentation, temporary storage, and monitoring of contact water prior to reuse in the Process Plant,
|
• |
Construction of the starter buttress at the toe of the FTSF,
|
• |
Filtered tailings placement, grading and compaction, and
|
• |
Progressive placement of a coarse material cover on the filtered tailings as it reaches its proposed final grade at each bench to prevent water erosion and dust resuspension and implement its progressive closure.
|
15.18.15
|
Contact Water Collector Channels and Collection/Storage Ponds
|
15.18.16
|
Surface Water Monitoring
|
15.18.17
|
Groundwater Monitoring
|
15.19 |
Off-Site Facilities
|
15.19.1
|
Assay Laboratory
|
16 |
MARKET STUDIES AND CONTRACTS
|
16.1 |
Market Studies
|
Figure 16‑1:
|
Gold and Silver Price Assumptions for Mineral Reserves and Mineral Resources
|
Mineral Reserve Prices
|
Mineral Resource Prices
|
||
Silver ($/oz)
|
23.50
|
27.00
|
|
Gold ($/oz)
|
1,800
|
2,100
|
16.2 |
Refining Terms and Conditions
|
16.3 |
Metal Pricing
|
16.4 |
Contracts
|
16.5 |
Deleterious Elements
|
16.6 |
Comments on Market Studies and Contracts
|
17 |
ENVIRONMENTAL STUDIES, PERMITTING, AND SOCIAL OR COMMUNITY IMPACT
|
17.1 |
Environmental Review
|
17.1.1
|
Baseline and Supporting Studies
|
Table 17‑1:
|
Baseline and Supporting Studies
|
Study Type
|
Comments
|
|
Climate
|
Three types of climates typically occur around the study area of the Las Chispas Operation, described as dry semi-warm, semi temperate and semi-dry warm. The mean annual temperature is 21.1°C. The warmest months occur in
the period from June to September (>25°C); the mean maximum temperature is recorded in June with 42.8°C, while the minimum is recorded in January, with -3.6°C.
|
|
Flora
|
LLA has identified the predominant vegetation as subtropical scrubland type (MST) according to data from sampling and floristic studies that were conducted in the Las Chispas Operation area
(2017, 2019 and 2020), which are characterized by the presence of shrubs or low trees.
There were 53 vascular plant species identified (six trees, 29 shrubs, seven cacti, 11 herbaceous); none of them are listed in any special protection category according to NOM-059-SEMARNAT-2001.
|
|
Fauna
|
LLA conducted field and bibliographic studies to document the presence of fauna at the site, of which 39 species have been identified (21 birds, 11 mammals, five reptiles and two amphibians).
Based on the definitions of NOM-059-SEMARNAT-2001, none of the fauna species identified in the Las Chispas Operation area are listed in any special protection category that requires specific protection actions.
|
|
Air quality
|
Biannual ambient air quality sampling is conducted for total suspended particulate matter (TSP) and particulate matter <10 µm (PM10) to determine baseline compliance with
NOM-035-SEMARNAT-1993. The results of these studies are submitted to SEMARNAT on an annual basis in LLA's environmental permit compliance reports.
The most recent results show that the emission values of both were found to be below the maximum permissible limits (TSP = 21 µg/m3; PM10 = 11 µg/m3).
LLA proposed to the environmental authority that from 2023 onwards this particulate monitoring would be conducted on a quarterly basis throughout each year.
|
|
Noise
|
LLA conducts annual perimeter noise emission measurements to determine baseline compliance with NOM-091-SEMARNAT-1994.
The most recent results show noise levels are within the maximum permissible limit established by the Mexican standard (51.2 dB daytime and 48.33 dB nighttime).
The results of these measurements are reported to SEMARNAT in the annual environmental compliance reports.
|
|
Surface
water
|
Since 2019, LLA has consistently conducted surface water quality monitoring within the study area of the Las Chispas Operation. This work is performed to assess the physicochemical
characteristics of the water as referenced in the NOM-127-SSA1-SEMARNAT-2021 standard. Initially, sampling was performed every six months and as of 2023, this work is being performed on a quarterly basis.
|
Study Type
|
Comments
|
|
Surface water quality regularly meets applicable guidelines, with occasional exceedances of fecal coliform and total suspended solids, which appear to be related to grazing and livestock
activities upstream and downstream of the Las Chispas Operation. High background Fe and Mn were detected during the baseline studies. These waters typically display an average pH of around 7.5.
|
||
Groundwater
|
Groundwater is being sampled quarterly from eight (8) wells located on the property. The most recent results reviewed are from Q1-2023.
The pH of groundwater averages 6.9. Of the 29 parameters analyzed, the total coliforms was the only category to exceed the maximum allowable limits, which may be associated with other
activities upstream of the Las Chispas Operation area, such as grazing and cattle ranching. Fluorides are also present, but this element occurs as a natural condition in the baseline study. Results are reported to SEMARNAT
in the annual environmental permit compliance reports submitted by LLA.
|
|
Archaeology
|
The National Catalog of Historic Monuments, architectural or with cultural value by the National Institute of Anthropology and History (INAH) contains no records for the Las Chispas
Operation property in the municipality of Arizpe, Sonora.
|
17.1.2
|
Geochemistry
|
• |
Exploration drill core: Potentially leachable metals included barium and lead, but in concentrations that were well below the maximum allowable limits of 100 and 5 mg/L, respectively. Neutralization potential measured in
CaCO3 kg/t of waste was >20. The acid generation potential was therefore considered very low. All pH measurements were greater than nine.
|
• |
Test pits: Barium was the only potentially leachable metal, but in concentrations well below the maximum allowable limits. All pH determinations were >8. Neutralization potential measured in CaCO3 kg/t of waste ranged from 0.51-1.51. One sample yielded a neutralization potential/acid potential ratio of 0.025; however, this value is below the
minimum ratio of that established in NOM-157-SEMARNAT-2009. Therefore, those samples were considered to be potentially acid generating.
|
17.1.3
|
Environmental Liabilities
|
17.2 |
Permitting
|
17.2.1
|
Overview
|
17.2.2
|
Permits to Support Construction and Operations
|
Table 17‑2:
|
Key Permit List
|
Permit
|
Current Status
|
Agency
|
|
Mining Exploration Permit in 5th exploration stage
|
Completed
|
SEMARNAT
|
|
Manifestación de impacto ambiental (MIA) titled, “Mina Las Chispas” or “Las Chispas Mine”
|
Completed
|
SEMARNAT
|
|
MIA titled, “Ampliación de camino de acceso a Las Chispas” or “Access Road Expansion to Las Chispas”
|
Completed
|
SEMARNAT
|
|
MIA titled, “Ampliación de Mina Las Chispas” or “Las Chispas Mine Expansion”
|
Completed
|
SEMARNAT
|
|
Change of land use document titled, “Ampliación de Mina Las Chispas” or “Las Chispas Mine Expansion”
|
Completed
|
SEMARNAT
|
|
MIA titled, “Ampliación 2 Las Chispas” or “Las Chispas Expansion 2”
|
Completed
|
SEMARNAT
|
|
MIA titled, “Acceso a mina Las Chispas Project” or “Access to the Las Chispas Mine Project”
|
Completed
|
SEMARNAT
|
|
Change of land use document titled, “Ampliación 2 Las Chispas” or “Las Chispas Expansion 2”
|
Completed
|
SEMARNAT
|
|
MIA and land use change document titled, “LT Los Hoyos – Mina las Chispas”
|
Completed
|
SEMARNAT
|
|
Permit to allow bridge construction
|
Completed
|
CONAGUA
|
|
Title on water rights grant (300,000 m3)
|
Completed
|
CONAGUA
|
|
Federal registration as a hazardous waste generator
|
Completed
|
SEMARNAT
|
|
State registration as a No-hazardous waste generator (special handling waste)
|
Completed
|
CEDES
|
|
Municipal permit for garbage disposal
|
Completed
|
Local Municipality
|
|
Hazardous waste management plan
|
Completed
|
SEMARNAT
|
|
Special handling waste management plan
|
Completed
|
CEDES
|
|
General permit for the purchase, storage and use of explosives (and modifications)
|
Completed
|
SEDENA
|
|
Environmental operating License (LAU)
|
Completed
|
SEMARNAT
|
Table 17‑3:
|
Current Permits and Validity
|
Permit Name
|
Permit No.
|
Issuing Authority
|
Issue Date
|
Validity
|
Comment
|
MIA for the Las Chispas
Operation
|
DS-SG-UGA-IA-0669-16
|
SEMARNAT
|
September 2016
|
10 years (Expandable for a similar period at least once)
|
Mineral exploration and extraction activities associated with underground mining. Originally allowed for usage of 3.1 ha for stockpiles and waste rock storage. Subject to four modifications
approved by SEMARNAT. Disturbed area allowance expanded to 22.95 ha, to allow for portal and decline expansion, laydown area and explosives magazine.
|
MIA for access road and
bridge
|
DS-SG-UGA-IA-0268-19
|
SEMARNAT
|
June 2019
|
14 years (Expandable for a similar period at least once)
|
Construction of a road from km 86 of the Mazocahui–Cananea highway to the mine site. Approval also covers any required turn-out and rest areas. Allowed disturbance area of 14.3 ha.
Agreements reached with six surface rights owners impacted by the easement.
|
Updated MIA for planned
expansion of area that will
be affected by development of Las Chispas Operation
|
DS-SG-UGA-IA-0341-19
|
SEMARNAT
|
July 2019
|
14 years (Expandable for a similar period at least once)
|
Covers the area required for Process Plant, FTSF, support and administrative facilities, internal roads, environmental monitoring equipment, and fencing/berms.
Allowed disturbance area of 96.7 ha.
|
Updated MIA for planned expansion of area that will be affected by development of Las Chispas Operation
|
DS-SG-UGA-IA- 0204/20
|
SEMARNAT
|
August 2020
|
14 years (Expandable for a similar period at least once)
|
Covers additional area required for internal roads, water pipelines, ventilation raises and fans, laydown areas, WRSF areas, and topsoil storage.
Allowed disturbance area of 1,414.7 ha.
|
Permit Name
|
Permit No.
|
Issuing Authority
|
Issue Date
|
Validity
|
Comment
|
Updated MIA for access road and bridge
|
DS.SG-UGA-IA-0244/20
|
SEMARNAT
|
August 2020
|
14 years (Expandable for a similar period at least once)
|
Covers final road design, and vehicular and pedestrian bridge to be constructed over the Sonora River.
Allowed disturbance area of 26.9 ha.
|
Water usage permit
|
No. 826243
|
CONAGUA
|
October 2020
|
10 years (Expandable for a similar period at least once)
|
Allows for use of water, at the rate of 300,000 m3/year.
|
Disposal of hazardous waste
|
No. MLA2600600003
|
SEMARNAT
|
May 2019
|
Unlimited
|
Regulates the generation, handling, storage, and disposal of hazardous waste.
|
Disposal of waste requiring special handling
|
No. CEDES-RGRME-19-121 (2020)
|
CEDES
|
October 2020
|
Annual renewal
|
Renewed every year. It covers recyclable waste.
|
General permit for the purchase, storage, and use of explosive materials for 2020
|
No. 5131-SON
|
SEDENA
|
January 2020
|
This permit is renewed every year. It is currently valid until December 31, 2025.
|
The permit covers the use of explosives in 24 mining concessions.
|
Single Environmental License (LAU)
|
LAU-26/118/2022
|
SEMARNAT
|
September 2022
|
Unlimited
|
This license allows the operation of the process plant. It covers the finished products (Dore) and production capacity installed in the processing plan and for all equipment, including
crushing, flotation, leaching, Merrill-Crowe, refinery, and tailings disposal. It also covers all ancillary and maintenance services and infrastructure.
Please refer to section 17.2.7.
|
Permit Name
|
Permit No.
|
Issuing Authority
|
Issue Date
|
Validity
|
Comment
|
Allow Construction of Power Line
|
DS-SG-UGA-0066/03/2021
|
SEMARNAT
|
April 2021
|
50 years
|
Design, construction, and commissioning of a 33 KV overhead medium voltage power transmission line connected to the federal line operated by the Federal Electricity Commission (CFE). This
power line went into operation in April 2022. The project consisted of the construction of 83 km of line that crosses 13 properties through rights of way.
|
Water Rights Transfers
|
826243
|
CONAGUA
|
October 2020
|
10 years
|
LLA has a concession title to use national groundwater up to an authorized volume of 300,000 m3 /year for
industrial mining use. The extraction well is located adjacent to the Sonora River and the water is channeled through a pipeline 9 km long to a system of storage tanks of up to 1,400 m3 that distribute the water to the various operations such as mining, the Process Plant, drilling, camp, and other services.
The authorization is registered in the Public Registry of Water Rights.
|
Permit Name
|
Permit No.
|
Issuing Authority
|
Issue Date
|
Validity
|
Comment
|
Hazardous and Mining Waste Management Plan
|
26-PMG-I-4572-2022
|
SEMARNAT
|
November 2022
|
Unlimited
|
LLA applies a hazardous waste management plan that considers all classifications of hazardous waste generated by the operation of the Process Plant and maintenance services for machinery and
equipment, including contractors, providing certainty as to the destination assigned to each waste.
In November 2022, LLA obtained the registration of the hazardous waste management plan from SEMARNAT under number 26-PMG-I-4572-2022.
|
17.3 |
Mining Waste and Water Management
|
17.3.1
|
Waste Rock and Tailings Management
|
17.3.2
|
Water Management
|
• |
Underground mine dewatering, predominantly from backfilling operations
|
• |
Mill (including fresh and process water tanks)
|
• |
Filtered tailings storage facility (FTSF)
|
• |
Surface water diversion and water management structures
|
• |
Fresh water supply system, including pumps and piping
|
• |
Sediment and erosion control measures for the facilities.
|
17.4 |
Social and Community Requirements
|
17.4.1
|
Population and Demographics
|
17.4.2
|
Local Hiring, Procurement and Sponsorship
|
Table 17‑4:
|
Source of Employment
|
Las Chispas Personnel, including Llamarada and Contractors
|
Number
of Persons
|
Percentage (%)
|
Men
|
801
|
88
|
Women
|
107
|
12
|
Total
|
908
|
100
|
Employees from the Sonora River valley area (Bacoachi, Arizpe, Banamichi, Huepac, Aconchi, Baviacora y Ures; this is considered locals)
|
139
|
15
|
Employees from the rest of the Sonora state
|
450
|
50
|
Other Mexican states
|
317
|
34
|
Internationals
|
2
|
1
|
Total
|
908
|
100
|
17.4.3 |
Community Engagement and Relationship Management
|
17.14.3.1
|
Ejidos
|
• |
Ejido Bamori - 84 members as of April 2023. LLA maintains constant and direct dialogue with the Ejido members. LLA attends the monthly Board of Directors meetings, the annual general meeting (AGM) and, as required, may
attend periodic meetings. LLA has a 20-year lease agreement with Ejido Bamori that applies to 400 ha of land within the Las Chispas operation area. The Ejido Bamori controls 9,184 ha.
|
• |
Ejido Arizpe - 348 members (as of March 2023) and Ejido Sinoquipe - 116 members (as of March 2023) – There are currently no agreements in place with either group given the Las Chispas Operation does not impact their land;
however, LLA maintains constant and direct dialogue with both groups of Ejido members. LLA attends the monthly Board of Directors meetings, the AGMs, and, as required, may attend periodic meetings.
|
• |
Ejido Los Hoyos has 156 members. In 2020, LLA contractually agreed upon a right of way relationship with the Ejido to have land access to build the Las Chispas Operation power line.
|
• |
Resulting from LLA findings in its Task Force on Climate-Related Financial Disclosures work, it has been estimated that 74% of the local communities work in agriculture. In 2022, LLA initiated a five-year water stewardship
program to increase the availability of water to the community by fixing the water intake valves and the aqueducts allowing water to efficiently reach those that need it. This program also includes the repair and replacement
of the sewage system in Arizpe.
|
• |
The community lacked details and knowledge of the Las Chispas operation.
|
• |
The community had concerns relating to a 2014 environmental incident in Cananea (some 100 km north of Las Chispas), and outside the control of Las Chispas Project.
|
• |
The community wished to see improvement to their local infrastructure.
|
• |
The communities requested that adequate environmental safety and appropriate mine closure protocols were in place in order to protect the region at the end of the mine life.
|
• |
The communities desired more jobs with a focus on providing women with opportunities.,
|
• |
The communities mentioned water safety and scarcity as regional concerns.
|
• |
Drought, flooding and severe heat are key risks
|
• |
Las Chispas water consumption was 12 L/s, while the community uses 2100 L/s
|
• |
Agriculture makes up over 74% of the livelihoods in the area
|
• |
Arizpe does not have water concessions which makes them unable to access government funding for water-related infrastructure
|
• |
The sewage systems and water delivery systems serving the farmers is severely inefficient and the floods have damaged current infrastructure.
|
• |
Fixing over 20 km of aqueducts, fixing the water intake valve allowing for delivery of water from the river to the aqueducts and fixing the local sewage system
|
• |
Attempting to obtain water permits for Arizpe
|
• |
Partnering with local ejidos and ranchers to prioritize key areas of concern
|
• |
New jobs created for the assay lab built in Arizpe (completed in Q2 2022)
|
• |
Partnerships with over 70 local businesses in the community
|
• |
Strong local employment (over 90% from Sonora and over 98% in Mexico)
|
17.4.4
|
Stakeholder Identification and Materiality Analysis
|
17.4.5
|
Disclosure of Socioeconomic Risk
|
17.4.6
|
Indigenous Communities
|
17.5 |
Closure Considerations
|
17.5.1
|
Conceptual Closure Plan
|
• |
Cessation of activities that cause disturbances or impacts (noise, lights, dust, vehicle traffic, etc.)
|
• |
Physical, chemical, and biological stabilization of impacted land
|
• |
Ensuring appropriate environmental compliance
|
• |
Minimizing risks to safety and public health
|
• |
Reclamation of the mine site to similar site conditions that were present prior to mining.
|
17.5.2
|
Closure and Reclamation Areas
|
• |
Filtered Tailings Storage Facility (FTSF), associated water management structures (ponds, channels, etc.): 17 ha
|
• |
Access roads: 17 ha
|
• |
Temporary waste rock storage facility (WRSF) and stockpile: 9 ha
|
• |
Buildings, yards, Process Plant, and miscellaneous infrastructure: 45 ha.
|
• |
Other ancillary disturbance: 7 ha.
|
• |
FTSFs: Scarifying and grading of temporary access roads, benches and slopes; use of an inert cover material; covering the facility with a layer of topsoil to promote vegetative growth; closure of water management
infrastructure; and revegetation;
|
• |
Facilities: Buildings will be dismantled, donated, retired, and/or kept;
|
• |
Portal, shafts and adits: Will be sealed to prevent access from surface;
|
• |
WRSF and stockpile: Planned to be depleted prior to cessation of mining. Disturbed footprint areas will be graded and reclaimed;
|
• |
Waste and water storage ponds: Will be demolished, and/or filled, graded and reclaimed;
|
• |
Water and miscellaneous tanks: May be donated, sold, dismantled or demolished;
|
• |
Water reservoir: Will be left in place to supply local pasture or farming water needs;
|
• |
Pipelines: Will be dismantled and recycled; and,
|
• |
Access roads: The main access roads will be maintained during the monitoring phase. Secondary roads that are no longer needed will be regraded, closed, and revegetated.
|
17.5.3
|
Conceptual FTSF Closure
|
17.6 |
QP Statement
|
18 |
CAPITAL AND OPERATING COSTS
|
18.1 |
Sustaining Capital Costs
|
Table 18‑1:
|
Sustaining Capital Costs for the LOM ($M)
|
Calendar Year
|
LOM
|
2025
|
2026
|
2027
|
2028
|
2029
|
2030
|
2031
|
|
Production Year
|
1
|
2
|
3
|
4
|
5
|
6
|
7
|
||
U/G Mine Development
|
139.3
|
30.6
|
31.4
|
29.8
|
20.6
|
15.1
|
11.8
|
-
|
|
U/G Mine Infrastructure
|
14.9
|
3.8
|
6.1
|
1.7
|
2.1
|
1.2
|
-
|
-
|
|
Process Plant
|
4.0
|
1.9
|
0.5
|
0.5
|
0.5
|
0.5
|
-
|
-
|
|
Other Sust. & Dev.
|
0.6
|
-
|
-
|
-
|
0.3
|
-
|
0.3
|
-
|
|
G&A (including mobile)
|
4.3
|
1.1
|
0.8
|
0.8
|
0.8
|
0.8
|
-
|
-
|
|
Total
|
163.1
|
37.5
|
38.8
|
32.8
|
24.3
|
17.6
|
12.1
|
-
|
18.1.1
|
Underground Mine Development
|
Table 18‑2:
|
Underground Capital Development Schedule – Lateral and Vertical
|
Year
|
LOM
|
2025
|
2026
|
2027
|
2028
|
2029
|
2030
|
2031
|
Capital Lateral Development (m)
|
35,286
|
8,358
|
7,929
|
7,024
|
5,103
|
3,945
|
2,927
|
0
|
Capital Vertical Development (m)
|
3,828
|
244
|
894
|
1,333
|
669
|
292
|
395
|
0
|
Total Cost ($M)
|
139.3
|
30.6
|
31.4
|
29.8
|
20.6
|
15.1
|
11.8
|
-
|
18.1.2
|
Underground Mine Infrastructure
|
18.1.3
|
Process Plant, G&A, and Other Sustaining Capital
|
18.2 |
Reclamation and Closure Cost Estimate
|
18.3 |
Operating Cost Estimate
|
Table 18‑3:
|
Operating Cost Summary
|
Area
|
LOM Average Operating Cost
|
|
Mining* ($/t processed)
|
110.29
|
|
Process ($/t processed)
|
42.05
|
|
G&A ($/t processed)
|
24.61
|
|
Total LOM Operating Cost ($/t processed)
|
176.95
|
18.3.1
|
Basis of Operating Cost Estimate
|
18.3.2
|
Mining Operating Cost Estimate
|
Table 18‑4:
|
Mining Costs by Activity
|
18.3.3
|
Process Operating Cost Estimate
|
Table 18‑5:
|
LOM Process Operating Cost Breakdown
|
Process OPEX Unit Rates
|
LOM Unit Rate ($/tonne)
|
|
Crushing & Milling
|
7.98
|
|
Leaching & Bulk Leach Tank
|
8.26
|
|
Counter Current Decantation (CCD)
|
0.62
|
|
Merril-Crowe & Refining
|
7.10
|
|
Detox & Tailing Filters
|
3.50
|
|
FTSF
|
2.13
|
|
Services
|
1.02
|
|
Management & Met Lab
|
4.49
|
|
Labor
|
6.94
|
|
Total $/tonne Processed
|
42.05
|
|
Total LOM Tonnes Processed (kt)
|
3,163
|
|
Total Operating Costs ($M)
|
133.0
|
18.3.4
|
General and Administrative Operating Cost Estimate
|
Table 18‑6:
|
General and Administrative (G&A) Costs for the LOM
|
G&A Expense
|
Average Year
($M)
|
LOM Total Cost ($M)
|
LOM Avg $/tonne Processed
|
|
Management
|
2.5
|
17.6
|
5.20
|
|
IT
|
0.7
|
4.8
|
1.42
|
|
Human Resources
|
0.9
|
6.4
|
1.91
|
|
HSSE
|
0.9
|
6.2
|
1.83
|
|
Security
|
1.0
|
7.3
|
2.17
|
|
Environmental & Permitting
|
0.6
|
3.9
|
1.15
|
|
Site Services
|
1.2
|
8.3
|
2.47
|
|
Warehouse
|
0.6
|
4.3
|
1.28
|
|
CSR
|
0.9
|
6.1
|
1.81
|
|
2025 Corporate Costs
|
0.0
|
0.9
|
0.0
|
|
Hermosillo Office & Ranch
|
1.7
|
11.9
|
5.37
|
|
Total LOM G&A Cost ($M)
|
11.0
|
77.8
|
24.61
|
18.4 |
QP Statement
|
19 |
ECONOMIC ANALYSIS
|
19.1 |
Forward-Looking Information Cautionary Statements
|
• |
Proven and Probable Mineral Reserves that have been modified from Measured and Indicated Mineral Resource Estimate;
|
• |
Cash flow forecasts;
|
• |
Assumed commodity prices and exchange rates;
|
• |
Proposed mine and process production plan;
|
• |
Projected mining and process recovery rates;
|
• |
Ability to have doré refined on favorable terms;
|
• |
Proposed capital and operating costs;
|
• |
Assumptions as to closure costs and closure requirements; and
|
• |
Assumptions as to environmental, permitting, and social risks.
|
• |
Changes to costs of production from what is assumed;
|
• |
Unrecognized environmental risks;
|
• |
Unanticipated reclamation expenses;
|
• |
Unexpected variations in quantity of mineralization, grade or recovery rates;
|
• |
Geotechnical or hydrogeological considerations during operations being different from what was assumed;
|
• |
Failure of mining methods to operate as anticipated;
|
• |
Failure of Process Plant, equipment or processes to operate as anticipated;
|
• |
Changes to assumptions as to the availability and or generation of electrical power, and the power rates used in the operating cost estimates and financial analysis;
|
• |
Ability to maintain the social license to operate;
|
• |
Accidents, labor disputes and other risks of the mining industry;
|
• |
Changes to interest rates, tax rates or applicable laws, and
|
• |
Receipt of any required permits, beyond those already held by the Company.
|
19.2 |
Methodology
|
19.3 |
Financial Model Parameters and Assumptions
|
19.3.1
|
Mineral Resources, Mineral Reserves and Production Schedule
|
Figure 19‑1:
|
LOM Production Forecast (Moz)
|
Figure 19‑2:
|
Ore Mining Schedule
|
19.3.2
|
Metallurgical Recoveries
|
Table
|
19‑1: LOM Processing Recoveries
|
Metal
|
Unit
|
Recovery
|
Gold
|
%
|
98.0
|
Silver
|
%
|
97.5
|
19.3.3
|
Freight, Smelting and Refining
|
19.3.4
|
Metal Prices
|
Table 19‑2:
|
Metal Price Assumptions
|
Metal
|
Unit
|
2025
|
2026
|
2027
|
2028
|
2029-LOM
|
Gold Price
|
$/oz
|
2,700
|
2,550
|
2,500
|
2,450
|
2,400
|
Silver Price
|
$/oz
|
30.00
|
29.50
|
29.00
|
28.50
|
28.00
|
19.3.5
|
Operating Costs
|
Table 19‑3:
|
LOM Operating Costs
|
LOM Average Operating Cost
|
||
Mining* ($/t processed)
|
110.29
|
|
Process ($/t processed)
|
42.05
|
|
G&A ($/t processed)
|
24.61
|
|
Total LOM operating cost ($/t processed)
|
176.95
|
19.3.6
|
Capital Costs
|
Table 19‑4:
|
Sustaining Capital Cost
|
Area
|
Units
|
Sustaining Capital
|
|
Mine & Underground Infrastructure
|
$M
|
154.2
|
|
Process Plant
|
$M
|
4.0
|
|
G&A and Other
|
$M
|
4.9
|
|
Total
|
$M
|
163.1
|
|
Closure
|
$M
|
11.9
|
19.3.7
|
Royalty
|
19.3.8
|
Working Capital
|
• |
• |
• |
Special Mining Duty: The model assumes that payments will be collected in the year after the costs are incurred.
|
• |
19.3.9
|
Taxes and Government Royalties
|
• |
Corporate income tax of 30%
|
• |
Special mining duty of 8.5% of EBITDA, applicable to mining companies
|
• |
Extraordinary mining royalty of 1.0% of net revenue (NSR), applicable to gold and silver operations.
|
19.3.10
|
Closure Costs and Salvage Values
|
19.3.11
|
Financing and Inflation
|
19.4 |
Financial Results
|
Table 19‑5:
|
Economic Analysis Summary
|
Description
|
Unit
|
LOM Total/Avg.
|
|
Gold
|
Au koz/yr
|
53.1
|
|
Silver
|
Ag koz/yr
|
5,259.1
|
|
Silver Equivalent
|
AgEq koz/yr
|
9,843.7
|
|
Mining Cost
|
$/t mined
|
114.17
|
|
Mining Cost
|
$/t processed
|
110.29
|
|
Process Cost
|
$/t processed
|
42.05
|
|
G&A Cost
|
$/t processed
|
24.61
|
|
Total Operating Cost
|
$/t processed
|
176.95
|
|
LOM Sustaining Capital Cost
|
$M
|
163.1
|
|
Closure Costs
|
$M
|
11.9
|
|
Cash Costs LOM – Mine Level
|
$/oz AgEq
|
9.42
|
|
Au Price (LOM Average)
|
$/oz
|
2,493
|
|
Ag Price (LOM Average)
|
$/oz
|
28.86
|
|
Undiscounted LOM net free cash flow
|
$M
|
626.4
|
|
Pre-Tax NPV 5%, $M
|
5%, $M
|
853.0
|
|
Post-Tax NPV (5%, $M)
|
5%, $M
|
538.6
|
Table 19‑6:
|
Cost Summary
|
Item
|
LOM $M
|
Per AgEq Oz
|
|
Mining
|
348.8
|
5.56
|
|
Processing + TCRC
|
151.8
|
2.42
|
|
G&A
|
77.8
|
1.24
|
|
Cash Costs
|
578.5
|
9.21
|
|
Sustaining Capital
|
163.1
|
2.60
|
|
Closure
|
11.9
|
0.19
|
19.5 |
Sensitivity Analysis
|
Figure 19‑4:
|
Post-Tax NPV Sensitivities
|
Table 19‑7:
|
Post-Tax NPV($M) Sensitivities (base-case is bolded)
|
Parameter
|
-20%
|
-15%
|
-10%
|
-5%
|
Base
|
5%
|
10%
|
15%
|
20%
|
|
Metal Price/Grade
|
340
|
390
|
439
|
489
|
539
|
588
|
638
|
688
|
737
|
|
Operating Cost
|
600
|
585
|
570
|
554
|
539
|
523
|
508
|
492
|
477
|
|
Capital Cost
|
562
|
556
|
550
|
544
|
539
|
533
|
527
|
521
|
516
|
19.6 |
Gold and Silver Price Scenarios
|
Table 19‑8:
|
Economic Results for Different Metal Price Scenarios
|
Price Case
|
Gold Price
($/oz)
|
Silver Price
($/oz)
|
Post-Tax
NPV 5% ($M)
|
|
Base Case (LOM average)
|
2,493
|
28.86
|
538.6
|
|
Downside Case (Reserve Cutoff)
|
1,800
|
23.50
|
308.9
|
|
Spot Case
|
2,814
|
31.83
|
649.7
|
|
Upside Case
|
3,000
|
35.00
|
742.0
|
20 |
ADJACENT PROPERTIES
|
20.1 |
Nearby Properties and Operating Mines
|
20.2 |
Comment on Adjacent Properties
|
21 |
OTHER RELEVANT DATA AND INFORMATION
|
22 |
INTERPRETATION AND CONCLUSIONS
|
22.1 |
Introduction
|
22.2 |
Mineral Tenure, Surface Rights, Water Rights, Royalties and Agreements
|
22.3 |
Geology and Mineralization
|
22.4 |
Exploration, Drilling and Analytical Data Collection in Support of Mineral Resource Estimation
|
22.5 |
Mineral Processing and Metallurgical Testing
|
22.6 |
Mineral Reserve Estimate
|
22.7 |
Mining Methods
|
22.7.1
|
Geotechnical Considerations
|
• |
Stope dimensions and overbreak
|
• |
Dimensions for crown, sill, rib and inter-lode pillars
|
• |
Offsets and strategies for mining around voids and historic workings
|
• |
Offsets between stopes and development
|
• |
Extraction sequencing
|
• |
Strategies for temporary sill pillar recovery under sill mats
|
• |
Ground support
|
22.7.2
|
Hydrological Considerations
|
22.7.3
|
Mining Methods
|
22.8 |
Recovery Methods
|
22.9 |
Project Infrastructure
|
22.10 |
Markets and Contracts
|
22.11 |
Environmental Studies, Permitting and Social Considerations
|
22.11.1
|
Environmental Considerations
|
22.11.2
|
Permitting Considerations
|
22.11.3
|
Closure and Reclamation
|
22.11.4
|
Social Considerations
|
22.12 |
Capital and Operating Costs
|
22.12.1
|
Sustaining Capital Cost Estimates
|
Table 22‑1:
|
LOM Sustaining Capital Cost Estimates ($M)
|
Calendar Year
|
LOM
|
2025
|
2026
|
2027
|
2028
|
2029
|
2030
|
2031
|
|
Production Year
|
1
|
2
|
3
|
4
|
5
|
6
|
7
|
||
U/G Mine Development ($M)
|
139.3
|
30.6
|
31.4
|
29.8
|
20.6
|
15.1
|
11.8
|
-
|
|
U/G Mine Infrastructure ($M)
|
14.9
|
3.8
|
6.1
|
1.7
|
2.1
|
1.2
|
-
|
-
|
|
Process Plant ($M)
|
4.0
|
1.9
|
0.5
|
0.5
|
0.5
|
0.5
|
-
|
-
|
|
Other Sust. & Dev. ($M)
|
0.6
|
-
|
-
|
-
|
0.3
|
-
|
0.3
|
-
|
|
G&A (including mobile) ($M)
|
4.3
|
1.1
|
0.8
|
0.8
|
0.8
|
0.8
|
-
|
-
|
|
Total
|
163.1
|
37.5
|
38.8
|
32.8
|
24.3
|
17.6
|
12.1
|
-
|
22.12.2
|
Reclamation and Closure Cost Estimates
|
22.12.3
|
Operating Cost Estimate
|
Table 22‑2:
|
Operating Cost Summary
|
Area
|
LOM Average Operating Cost ($/t processed)
|
Mining
|
110.29
|
Process
|
42.05
|
G&A
|
24.61
|
Total LOM Operating Cost ($/t processed)
|
176.95
|
22.13 |
Economic Analysis
|
22.14 |
Risks and Opportunities
|
22.14.1
|
Risks
|
22.14.1.1
|
Exploration, Drilling and Analytical Data Collection in Support of Mineral Resource Estimation
|
22.14.1.2
|
Metallurgical Testwork and Recovery Plan
|
22.14.1.3
|
Mineral Resource Estimate
|
22.14.1.4
|
Mineral Reserve Estimate and Mine Plan
|
22.14.6.5 |
Project Infrastructure
|
22.14.6.5.1 |
Filtered Tailings System Facility (FTSF)
|
22.14.2
|
Opportunities
|
22.14.2.1
|
Exploration and Mineral Resources
|
• |
Conversion of Inferred Mineral Resources to Indicated Resources through infill drilling; and
|
• |
Discovery of additional mineralization through exploration and exploration drilling that may support Mineral Resource estimation.
|
22.14.2.2
|
Mineral Resource Estimate
|
22.14.2.3
|
Conversion of Inferred Mineral Resources
|
22.14.2.4
|
Mine Design and Schedule Optimization
|
• |
The collection of additional data to reassess crown pillars, potentially reducing their size.
|
• |
Longhole stopes under sill pillars are currently planned to be left empty with the use of rib and/or sill pillars. The addition of top sills in these stopes could result in an increase in recovery of these pillar at the
cost of more development.
|
• |
Detailed design and sequencing of interlode pillars could add a few stopes where vein splays, the FW vein or HW vein are in close proximity to each other and the main veins.
|
• |
Evaluate longhole stoping in areas of BAS at reduced sill heights improving cost and productivity.
|
• |
There is opportunity to review Measured and Indicated Resource which did not make the cut-off grade of after the first pass incremental MSO stope run. Some of this resource exists on the fringes of Mineral Reserve shapes
and some exists as isolated material. More detailed design, such as varying stope widths, heights and strike lengths, could increase the mined grade of some of the fringe resource. In some cases, the isolated material could be
bolstered with additional material converted during the exploration program. Site continues to work on improving blast design and wall control, which could allow for reductions in minimum mining widths and unplanned dilution.
|
• |
Cut and fill and resue mine areas have the potential for conversion to longhole stoping where ground conditions are suitable. Converting these stopes to longhole provide a more robust and efficient mine plan with a reduced
cost per tonne with an acceptable impact to dilution.
|
• |
The Las Chispas Operation is currently trialing the Avoca variant of longhole open stoping. If trials are positive, Avoca could provide a cheaper and more productive method to apply in specific areas over the LOM.
|
• |
Opportunity exists with development and infrastructure optimization of the ventilation network through detailed design, calibrating the LOM plan to the short-term site plan, optimizing the placement of fresh and return air
raises to limit development and improve the overall circuit.
|
22.14.2.5
|
Recovery Plan
|
22.14.6.6 |
Project Infrastructure
|
22.14.2.6.1 |
Solar Power
|
23 |
RECOMMENDATIONS
|
23.1 |
Introduction
|
Table 23‑1:
|
Summary of Budget for Recommended Exploration and Development Activities
|
Exploration and Development Activity
|
Cost Estimate ($M) 2025
|
|
Exploration and Mineral Resource Conversion Drilling (74,800 m)
|
14.50
|
|
QA/QC
|
0.10
|
|
Bulk Density Investigation
|
0.03
|
|
Resource Estimation
|
0.10
|
|
Mine Design
|
0.10
|
|
Sub-Total
|
14.80
|
|
Contingency (10%)
|
1.50
|
|
Total
|
16.30
|
23.2 |
Exploration at Las Chispas
|
23.3 |
QA/QC
|
• |
Continue insertion of all QC sample types (CRMs, blanks and duplicates) at the current rate of insertion for all sample types being collected;
|
• |
Ensure that custom CRMs are suitably prepared, round-robin tested and span appropriate grade ranges;
|
• |
Progressively phase out externally sourced CRMs when transitioning to custom CRMs, to enable the lab(s) time to adjust to new CRMs;
|
• |
Continue real-time review and assessment of QC samples as results are received and follow-up on any issues immediately;
|
• |
Continue re-analyzing 10 samples below and 10 above CRM failures in zones of significant mineralization, recording follow-up actions taken; and
|
• |
Routinely umpire assay at least 5% of samples assayed at primary lab.
|
23.4 |
Mineral Resource Estimation
|
• |
Create a density model (instead of a uniform density of 2.55) with the existing density measurements (~45,000). Note that many of the bulk density measurements are not in the vein/alteration zone(s) and that the presence of
cavities should also be considered if this work were to proceed.
|
• |
Continue to use results of reconciliation, geometallurgical study, and underground development to optimize the geological model and grade estimation procedure.
|
• |
Review the results of the Mine Reserve reconciliation process to identify opportunities to improve long range modelling and estimation methods, particularly to refine interpretation of ultra-high-grade ore shoots and to
refine the geometry of mineral boundaries along strike, and
|
• |
Consider the use of a minimum wireframe constraining width.
|
23.5 |
Mine Design
|
23.6 |
Metallurgy and Process Recovery
|
24 |
REFERENCES
|
25 |
RELIANCE ON INFORMATION PROVIDED BY THE REGISTRANT
|
25.1 |
Introduction
|
25.2 |
Legal Matters
|
• |
EC RUBIO, 2025: Due Diligence on SilverCrest Metal’s Properties: December 31, 2024
|
25.3 |
Environmental Matters and Community Accommodations
|
• |
ALS, 2019; Waste Rock Samples Analytical Reports, prepared for Altadore Energía, S.A. de C.V., November 2019, Hermosillo, Sonora, Mexico.
|
• |
ALS, 2020; Tailings Samples Analytical Reports, prepared for Tinto Roca Exploración S.A. de C.V, March 2020, Hermosillo, Sonora, Mexico.
|
• |
Ontiveros A, 2019; Various Reports on Surface Water Quality Results from Sampling Points Located Upstream and Downstream from the Mine Project, prepared for Compañía Minera la Llamarada S.A. de C.V and Altadore Energía,
S.A. de C.V., Hermosillo, Sonora, Mexico.
|
• |
SGS, 2020a; Modified Acid Base Accounting & Net Acid Generation Testing Results on Various Rock Core Samples from the Babicanora Central, Babicanora Norte, Babicanora Sur, Babi Vista, William Tell, and Las Chispas
Mining Areas, Report prepared by SGS Minerals Services for SilverCrest Metals Inc., Project 17337-1, January 2020, Lakefield, Ontario, Canada.
|
25.3.1
|
Market Information
|
25.3.2
|
Taxation
|