SECURITIES AND EXCHANGE COMMISSION

Washington, DC 20549

 

FORM 6-K

 

REPORT OF FOREIGN PRIVATE ISSUER

PURSUANT TO RULE 13a-16 OR 15d-16

UNDER THE SECURITIES EXCHANGE ACT OF 1934

 

For the month of March 2020

Commission File Number: 001-13382

 

KINROSS GOLD CORPORATION

(Translation of registrant's name into English)

 

17th Floor, 25 York Street,

Toronto, Ontario M5J 2V5

(Address of principal executive offices)

 

Indicate by check mark whether the registrant files or will file annual reports under cover of Form 20-F or Form 40F:

 

Form 20-F ¨ Form 40-F x

 

Indicate by check mark if the registrant is submitting the Form 6-K in paper as permitted by Regulation S-T Rule 101(b)(1): ¨

 

Note: Regulation S-T Rule 101(b)(1) only permits the submission in paper of a Form 6-K if submitted solely to provide an attached annual report to security holders.

 

Indicate by check mark if the registrant is submitting the Form 6-K in paper as permitted by Regulation S-T Rule 101(b)(7): ¨

 

Note: Regulation S-T Rule 101(b)(7) only permits the submission in paper of a Form 6-K if submitted to furnish a report or other document that the registrant foreign private issuer must furnish and make public under the laws of the jurisdiction in which the registrant is incorporated, domiciled or legally organized (the registrant's "home country"), or under the rules of the home country exchange on which the registrant's securities are traded, as long as the report or other document is not a press release, is not required to be and has not been distributed to the registrant's security holders, and, if discussing a material event, has already been the subject of a Form 6-K submission or other Commission filing on EDGAR.

 

Indicate by check mark whether by furnishing the information contained in this Form, the registrant is also thereby furnishing the information to the Commission pursuant to Rule 12g3-2(b) under the Securities Exchange Act of 1934.

 

Yes ¨          No x

 

If "Yes" is marked, indicate below the file number assigned to the registrant in connection with Rule 12g3-2b:

 

 

 

Page 2

 

This Current Report on Form 6-K, dated March 10, 2020 is specifically incorporated by reference into Kinross Gold Corporation's Registration Statements on Form S-8 [Registration No. 333-217099, filed on April 3, 2017 and Registration Nos. 333-180824, 333-180823 and 333-180822, filed on April 19, 2012].

 

This report on Form 6-K is being furnished for the purpose of providing a copy of the press release dated March 10, 2020 in which the company announced the filing of a technical report for its Paracatu Mine, Brazil, and for providing a copy of the Technical Report along with the required certificate and consents as filed on SEDAR, dated March 10, 2020.

 

INDEX

 

Table of Contents

 

SIGNATURES

 

EXHIBIT INDEX

 

99.1Press Release dated March 10, 2020.
99.2Technical Report dated March 10, 2020 with respect to the Paracatu Mine, Brazil (“Technical Report”)
99.3Certificate of John L. Sims dated March 10, 2020 with respect to the Technical Report as filed on SEDAR.
99.4Consent of John L. Sims dated March 10, 2020 with respect to the Technical Report as filed on SEDAR.
99.5Consent of John L. Sims dated March 10, 2020 for the US filing of the Technical Report.

 

Page 3

 

SIGNATURES

 

Pursuant to the requirements of Securities Exchange Act of 1934, the registrant has duly caused this report to be signed on its behalf by the undersigned, thereunto duly authorized.

 

  KINROSS GOLD CORPORATION
   
   
  Signed: //Kathleen M. Grandy//
  Vice President, Legal and Corporate Secretary

 

March 10, 2020

 

 

 

Exhibit 99.1

 

news_release_header2

Kinross Gold Corporation

25 York Street 17th Floor

Toronto, ON, Canada M5J 2V5

 

 

NEWS RELEASE

 

Kinross files new Paracatu technical report

Mine expected to produce average of approximately 540 koz. over 12 years, at lower costs

Adds 828 koz. in mineral reserves to offset 2019 depletion, and 1.1 million oz. in measured and indicated resources

 

 

Toronto, Ontario March 10, 2020 – Kinross Gold Corporation (TSX:K; NYSE: KGC) (“Kinross”) today filed a new technical report for its Paracatu operation in Brazil. Paracatu is a cornerstone, long-life operation in Kinross’ portfolio that is expected to produce an average of approximately 540 Au koz. annually over 12 years from 2020 to 2031. Total production over the remaining mine life is expected to increase approximately 24% compared with the prior technical report that was published in 2014.

 

The new technical report is based on an asset optimization program that commenced in 2018 and was completed in late 2019 with the successful implementation of a comprehensive grade control program. The results of the program include better characterization of the orebody, an improved ability to predict and react to ore variability, and better mill efficiency with improvements in throughput and recovery.

 

The technical report also incorporates continuous improvement programs which have resulted in improved mining rates and increased overall productivity, the addition of renewable power sources with the investment in two hydroelectric power plants in 2018, and the continued successful tailings reprocessing project.

 

In 2019, Paracatu performance improved significantly due to the benefits of the asset optimization and continuous improvement programs, with the mine achieving record annual production and reducing cost of sales per ounce sold by approximately 20% over 2018. The new technical report forecasts significant reductions to life of mine operating costs and improved capital efficiency and recovery rates compared with the 2014 report.

 

As previously disclosed in the Company’s 2019 year-end mineral reserves and resources update, a newly updated resource model has resulted in the addition of approximately 828 Au koz. to estimated mineral reserves, more than offsetting 2019 depletion of 705 Au koz. Measured and indicated resources also increased by approximately 1.1 million Au oz., or 35%, compared with 2018. Inferred mineral resources includes an estimated 367 Au koz. contained in the Santo Antonio tailings deposits. The Company plans to continue mining the tailings deposits after 2020.

 

The new report also describes tailings facilities at Paracatu, which meet or exceed regulatory and international requirements and standards of best practice. The facilities are constructed using a modified centerline design and are engineered, compacted, zoned earthfill dams. Independent assessment of the tailings facilities at site is conducted annually and rigorous maintenance, monitoring, and emergency response procedures and plans are in place, including daily inspections. For more information about Paracatu’s tailings facilities, see video here: https://bit.ly/2TKKzh6

 

The technical report has been prepared pursuant to Canadian Securities Administrator's National Instrument 43-101, and may be found at www.kinross.com or under the Company's profile at www.sedar.com.

 

About Kinross Gold Corporation

 

Kinross is a Canadian-based senior gold mining company with mines and projects in the United States, Brazil, Russia, Mauritania, Chile and Ghana. Kinross’ focus is on delivering value based on the core principles of operational excellence, balance sheet strength, disciplined growth and responsible mining. Kinross maintains listings on the Toronto Stock Exchange (symbol:K) and the New York Stock Exchange (symbol:KGC).

 

www.kinross.com

 

 

 

 

news_release_header2

Kinross Gold Corporation

25 York Street 17th Floor

Toronto, ON, Canada M5J 2V5

 

 

Media Contact

 

Louie Diaz

Senior Director, Corporate Communications

phone: 416-369-6469

louie.diaz@kinross.com

 

Investor Relations Contact

 

Tom Elliott

Senior Vice-President, Investor Relations and Corporate Development

phone: 416-365-3390

tom.elliott@kinross.com

 

Cautionary statement on forward-looking information

 

All statements, other than statements of historical fact, contained or incorporated by reference in this news release, including any information as to the future performance of Kinross, constitute "forward looking statements" within the meaning of applicable securities laws, including the provisions of the Securities Act (Ontario) and the provisions for "safe harbor" under the United States Private Securities Litigation Reform Act of 1995 and are based on expectations, estimates and projections as of the date of this news release. Forward looking statements include, without limitation, future events and opportunities including but not limited to the operational updates at Paracatu described in this news release. The words "estimate”, “expected”, “forecast”, and “plan”, and variations of such words identify forward-looking statements. Forward-looking statements are necessarily based upon a number of estimates and assumptions that, while considered reasonable by Kinross as of the date of such statements, are inherently subject to significant business, economic and competitive uncertainties and contingencies. The estimates and assumptions referenced, contained or incorporated by reference in this news release, which may prove to be incorrect, include, but are not limited to the production, cost and life of mine estimates in the technical report being consistent with our expectations, the various assumptions set forth herein and in our Annual Information Form dated March 31, 2019 ("2018 AIF") and full year 2019 Management's Discussion and Analysis. Known and unknown factors could cause actual results to differ materially from those projected in the forward-looking statements. In addition, there are risks and hazards associated with the business of mining and related project development, including financial, environmental hazards, government and labour relations, unusual or unexpected formations, pressures, cave-ins and flooding (and the risk of inadequate insurance, or the inability to obtain insurance, to cover such risks). Many of these uncertainties and contingencies can directly or indirectly affect, and could cause, Kinross' actual results to differ materially from those expressed or implied in any forward-looking statements made by, or on behalf of, Kinross. There can be no assurance that forward-looking statements will prove to be accurate, as actual results and future events could differ materially from those anticipated in such statements. Forward-looking statements are provided for the purpose of providing information about management's expectations and plans relating to the future. All of the forward-looking statements made in this news release are qualified by these cautionary statements and those made in our other news release dated February 12, 2020 as well as other filings with the securities regulators of Canada and the United States including, but not limited to, the cautionary statements made in the "Risk Factors" section of our 2018 AIF. These factors are not intended to represent a complete list of the factors that could affect Kinross. Kinross disclaims any intention or obligation to update or revise any forward-looking statements or to explain any material difference between subsequent actual events and such forward-looking statements, except to the extent required by applicable law.

 

The technical information about the Company’s mineral properties contained in this presentation has been prepared under the supervision of Mr. John Sims, an officer of the Company who is a “qualified person” within the meaning of National Instrument 43-101.

  

Source: Kinross Gold Corporation

 

p. 2  Kinross files new technical report for Paracatu        www.kinross.com

 

 

 

Exhibit 99.2

 

Paracatu Mine

Brazil

National Instrument 43-101 Technical Report

 

 

 

 

Prepared for:

Kinross Gold Corporation

 

Prepared by:

John Sims, AIPG Certified Professional Geologist

 

Effective Date: March 10, 2020

 

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

Contents

 

1. SUMMARY 7
  1.1 Executive Summary 7
  1.2 Technical Summary 7
       
2. INTRODUCTION 14
  2.1 Qualified Person 14
  2.2 Information Sources 14
  2.3 Effective Dates 14
  2.4 List of Abbreviations 15
       
3. RELIANCE ON OTHER EXPERTS 16
     
4. PROPERTY DESCRIPTION AND LOCATION 17
  4.1 Location 17
  4.2 Mineral Tenure 17
  4.3 Mineral Rights 19
  4.4 Royalties and Other Encumbrances 20
  4.5 Permitting 20
       
5. ACCESSIBILITY, CLIMATE, LOCAL RESOURCES, INFRASTRUCTURE AND PHYSIOGRAPHY 25
  5.1 Accessibility 25
  5.2 Climate 25
  5.3 Local Resources and Infrastructure 25
  5.4 Physiography and Environment 25
       
6. HISTORY 26
  6.1 Prior Ownership 26
  6.2 Exploration and Development History 26
  6.3 Historical Resource Estimates 27
  6.4 Past Production 28
       
7. GEOLOGICAL SETTING 30
  7.1 Regional Geology 30
  7.2 Local Geology 32
  7.3 Property Geology 35
  7.4 Mineralization 37
       
8. DEPOSIT TYPES 40
     
9. EXPLORATION 41
  9.1 Mining Leases 41
  9.2 Exploration Licences 41
       
10. DRILLING 42
  10.1 Drilling Programs 42
  10.2 Logging Procedures 43
  10.3 Collar Surveys 43
  10.4 Down-hole Surveys 43
  10.5 Core Recovery 45

 

TOC i

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

  10.6    Comments on Drill Programs 46
       
11.    SAMPLE COLLECTION, PREPARATION, ANALYSES, AND SECURITY 47
  11.1    Sampling Method and Approach 47
  11.2    Sample Security and Chain of Custody 48
  11.3    Sample Preparation, Analyses and Security 48
  11.4    Background on Quality Assurance and Quality Control 49
  11.5    Quality Assurance and Quality Control for Drilling Programs 50
  11.6    Database 52
  11.7    Comment on Sample Collection, Preparation, Analysis and Security 52
       
12.    DATA VERIFICATION 53
     
13.    mineral processing and metallurgical testing 54
  13.1    Deposit Mineralogical Characterization 54
  13.2    Rougher Tails Characterization 57
  13.3    Leaching 59
  13.4   Clay Minerals 61
  13.5    Gravity and GRG 62
  13.6    BWI and Throughput Model 62
       
14.    MINERAL RESOURCE ESTIMATE 64
  14.1    Summary of Mineral Resources 64
  14.2    Resource Database 65
  14.3    Geological Model and Estimation Domains 66
  14.4    Statistical Analysis and Compositing 72
  14.5    Variography and Continuity Analysis 83
  14.6    Estimation Methodology 88
  14.7    Cut-off Grade and Pit Constraint 93
  14.8    Classification 94
  14.9    Mineral Resource Validation 96
  14.10    Ore Control 103
  14.11    Reconciliation 104
  14.12    Estimate Acceptance 106
       
15.    MINERAL RESERVE ESTIMATE 107
  15.1    Basis of Reserve Estimate and Pit Optimization 107
  15.2    Recovery 109
  15.3    Mining Costs 109
  15.4    Process Costs 109
  15.5    Selling Costs 110
  15.6    Cut-Off Grade 110
  15.7    Comment on Mineral Reserves 110
       
16.    MINING METHODS 111
  16.1    Mining Operations 111
  16.2    Mine Design 111
  16.3    Geotechnical Considerations 115
  16.4    Production Schedule 116
  16.5    Waste Rock 119
  16.6    Equipment 120
  16.7    Personnel Requirements 120

 

TOC ii

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

17.    RECOVERY METHODS 121
  17.1 Process Description 121
  17.2 ROM Crusher 121
  17.3 Plant I 123
  17.4 Plant II 124
  17.5 Hydro 125
       
18.    PROJECT INFRASTRUCTURE 127
  18.1 Access 127
  18.2 Power 127
  18.3 Water 130
       
19.    MARKET STUDIES AND CONTRACTS 131
     
20.    ENVIRONMENTAL STUDIES, PERMITTING, AND SOCIAL OR COMMUNITY IMPACT 131
  20.1 Environmental Studies and Management 131
  20.2 Permitting 137
  20.3 Social and Community-Related Requirements 139
  20.4 Mine Closure Requirements and Costs 140
       
21.   CAPITAL AND OPERATING COSTS 144
  21.1 Capital Costs 144
  21.2 Operating Costs 144
       
22.   ECONOMIC ANALYSIS 145
     
23.    ADJACENT PROPERTIES 145
     
24.    OTHER RELEVANT DATA AND INFORMATION 146
     
25.    INTERPRETATION AND CONCLUSIONS 148
     
26.    RECOMMENDATIONS 148
     
27.    REFERENCES 148
     
28.    DATE AND SIGNATURE PAGE 149

 

TOC iii

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

Tables

 

Table 1-1:   Mineral Resources exclusive of Mineral Reserves – December 31, 2019 10
Table 1-2:   Proven and Probable Mineral Reserves – December 31, 2019 10
Table 1-3:   PSAT and PET summary results 11
Table 1-4:   Operating cost estimate for LOM (January 1, 2020 forward) 13
Table 4-1:   Paracatu mineral rights 22
Table 6-1:   Paracatu historical drilling 29
Table 6-2:   Paracatu life of mine production summary 31
Table 10-1:   Drill holes database summary 46
Table 11-1:   Drilling program summary table 52
Table 11-2:   Summary of analytical quality control data - blanks 2012 to 2019 53
Table 11-3:   Summary of analytical quality control data CRM´s 2012 to 2019 53
Table 13-1:   Deposit mineralogical characterization 58
Table 13-2:   Gold distribution (C1 – S-rich; C2 – quartizite/silica; C3 – lower alkali; C4 – life of mine) 58
Table 13-3:   2017 CIL Feed and CIL tails characterization 63
Table 13-4:   E-GRG test results 65
Table 14-1:   Mineral Resources exclusive of Mineral Reserves – December 31, 2019 67
Table 14-2:   Geologic model units / gold estimate domains 69
Table 14-3:   Gold subdomains in the resource model 72
Table 14-4:   EOY 2018 - density database summary – raw data vs composite 80
Table 14-5:   Summary of variography for gold domains. 88
Table 14-6:   Variables used to build the 2019 MRMR block model 91
Table 14-7:   Parameters used to estimate gold domain in the model. 93
Table 14-8:   Parameters used to estimate gold domain in the model. 94
Table 14-9:   Parameters used to estimate sulfur domain into the model. 94
Table 14-10:   Classification criteria for Measured, Indicated and Inferred 98
Table 14-11:   Gold composite vs block model by domains. 100
Table 14-12:   Density composite vs block model by domains. 100
Table 14-13:   Sulfur composite vs block model by domains. 101
Table 14-14:   2019 Mineral inventory constrained by US$1,400/oz resource pit shell. 105
Table 14-15:   Kinross guidelines for reconciliation 108
Table 14-16:   Reconciliation figures for the past three years 108
Table 15-1:   Proven and Probable Mineral Reserves – December 31, 2019 110
Table 15-2:   Pit Optimization parameters 111
Table 15-3:   Mineral Reserve cut-off grade calculation 113
Table 16-1:   Grade and tonnage values in the design pit 114
Table 16-2:   Base case open pit design parameters 115
Table 16-3:   Pit slope angles used in open pit mine optimization 118
Table 16-4:   Paracatu LOM mining schedule 119
Table 16-5:   Paracatu life of mine processing schedule 120
Table 16-6:   Current Paracatu mine equipment schedule 123
Table 16-7:   Operations personnel requirements 123
Table 21-1:   Sustaining capital estimate for LOM (January 1, 2020 forward) 148
Table 21-2:   Operating cost estimate for LOM (January 1, 2020 forward) 148
Table 24-1:   PSAT and PET summary results 152

 

TOC iv

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

Figures

 

Figure 4-1:   Paracatu mine location map 19
Figure 4-2:   Paracatu mining and exploration claims map 25
Figure 5-1:   Satellite images showing of the location of Paracatu and Morro do Ouro Mine (Google Image ™) 26
Figure 6-1:   Paracatu mine historical production 30
Figure 7-1:   Simplified geology of the Brasilia Belt 33
Figure 7-2:   Local geology 35
Figure 7-3:   Stratigraphic column, Morro do Ouro member region. 36
Figure 7-4:   Property geology of the Paracatu deposit 38
Figure 7-5:   Cross section of the Paracatu deposit (vertical exaggeration 2x). 39
Figure 7-6:   Mineralization types and veins, sulfides and boudins morphology. 40
Figure 8-1:   Schematic diagrams illustrating the proposed mechanism of formation of the Morro do Ouro deposit (Oliver et al., 2015) 42
Figure 10-1:   Drill rig operated by Kinross team in pit area. 44
Figure 10-2   Plan view of Kinross Paracatu showing existing drill holes (blue dots) relative to December 2019 pit topography 47
Figure 10-3:   Drill hole location in the pit area showing zone with lower and higher recovery. 48
Figure 11-1:   Example of geostats standard (G311-3) chart of quality control 2019 YTD. 54
Figure 13-1:   Sample locations for characterization program 57
Figure 13-2:   Gold grain size – D50 59
Figure 13-3:   Rougher tails mineralogical characterization 60
Figure 13-4:   Gold and particle size distribution 61
Figure 13-5:   CIL tails characterization from 2011 to 2017 62
Figure 13-6:   Hydro (CIL) tails and TOC correlation 64
Figure 13-7:   Clay mineral development 64
Figure 13-8:   50 x 50 x 12 m block kriging for BWI 66
Figure 14-1:   Plan view location of Mineral Resource estimate cut by ultimate resource. 68
Figure 14-2:   Cross section and 3D view of domains for gold estimation. 70
Figure 14-3:   Cross section domains and gold grades. 71
Figure 14-4:   Schematic weathering profile and correlation with cores. 73
Figure 14-5:   Location of re-logged cores. 74
Figure 14-6:   Quartzite model showing lens locations. 75
Figure 14-7:   Histograms showing statistics of gold raw data and 6 m composites. 76
Figure 14-8:   Interpolant grade shell showing low continuity of capped values in the deposit. 77
Figure 14-9:   Histograms for uncapped and capped data for Northeast domains. 78
Figure 14-10:   Histograms for uncapped and capped data for Southwest domains 79
Figure 14-11:   3D view of drill hole gold samples. 80
Figure 14-12:   Bimodal histogram showing overall distribution of composited density (SGC) used to update the 2019 resource model. 81
Figure 14-13:   Density block model results by domains. 82

 

TOC v

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

Figure 14-14:   3D view of drill hole sulfur samples. 83
Figure 14-15:   Summary of statistics: Sulfur overall domain 1 (high sulfur) / composite 6 m. 84
Figure 14-16:   ANC composite Length. 85
Figure 14-17:   Spatial distribution of the ANC variable. 86
Figure 14-18:   Search volume and orientation ellipse, isometric view of southwest region of pit 87
Figure 14-19:   Variography: Au Domain 1 NE side (110), major, semi-major and minor. 89
Figure 14-20:   Variography: Au Domain 1 SW side (120), major, semi-major and minor. 89
Figure 14-21:   Variography: Au Domain 2 NE side (210), major, semi-major and minor. 89
Figure 14-22:   Variography: Au Domain 2 SW side (220), major, semi-major and minor. 90
Figure 14-23:   Variography: Au Domain 3 NE side (310), major, semi-major and minor. 90
Figure 14-24:   Variography: Au Domain 3 SW side (320), major, semi-major and minor. 90
Figure 14-25:   ARD classification in the block model 94
Figure 14-26:   Quartzite percentage calculated in block model grid (25mx25mx12m). 96
Figure 14-27:   Plan view of pit shell for Mineral Resource calculated at US$1400/oz. 97
Figure 14-28:   Plan view showing the classification in estimated block model constrained by resource pit shell @$1400/oz. 99
Figure 14-29:   Histogram and cumulative distribution comparing composite 6m and estimated block model by domain. 102
Figure 14-30:   Visual comparison between composite 6 m and estimated block model to domain 1 northeast (110) 103
Figure 14-31:   Histogram and cumulative distribution comparing composite 6 m and estimated block model to domain 1 northeast (110) 103
Figure 14-32:   Swath plot comparison between composite 6m and estimated block model to domain 1 northeast (110). 104
Figure 14-33:   Swath plot comparison between nearest neighbour using composite 12 m and estimated block model to domain 1 northeast (110). 105
Figure 14-34:   Grade tonnage curve 2017 vs 2019 updated model constrained by US$1,400/oz pit shell. 106
Figure 14-35:   Blast hole drill rig (Pit Viper) left side and geology sampling team collecting samples on the drilled cones on the right side. 107
Figure 16-1:   Typical haul road profile 117
Figure 16-2:   Mining phases 118
Figure 16-3:   Slope regions in Paracatu pit 119
Figure 16-4:   Waste dumps 122
Figure 17-1:   Paracatu general flowsheet 124
Figure 17-2:   P1 grinding circuit (4 x Primary ball mill; 1 x Secondary ball mill ; 1 x Rod Mill) 126
Figure 18-1:   Site infrastructure 131
Figure 18-2:   Kinross-owned hydroelectric generating stations 133
Figure 24-1:   Conceptual drawing explaining particle segregation 151
Figure 24-2:   PSAT and PET areas 152

 

TOC vi

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

1.SUMMARY

 

1.1Executive Summary

 

Kinross Gold Corporation (Kinross) has prepared a Technical Report (the Technical Report) for the wholly-owned and operated Paracatu Project (Paracatu or the Project), located in the northwestern region of the state of Minas Gerais, Brazil. Kinross Brasil Mineração S.A. (KBM, Kinross or the Company) is Kinross’ operating entity for Paracatu. KBM was previously known as Rio Paracatu Mineração S.A. (RPM), before the name was changed in 2010.

 

Paracatu is a large open pit gold mine located in the Minas Gerais region of Brazil. Operations include conventional shovel/truck open pit mining, tailings reprocessing operations, two process plants with extraction of gold using gravity/ flotation/ carbon-in-leach (CIL) recovery processes. Since production started in 1987, Paracatu has produced 8.9 million ounces of gold as of the end of 2019.

 

1.2Technical Summary

 

Property Description, Location and Land Tenure

 

The Paracatu property is located in northwestern region of the Minas Gerais State approximately 230 km southeast of the national capital Brasilia, and 480 km northwest of the state capital Belo Horizonte. The property consists of five mining leases merged into one mining group. In addition, Kinross holds title to 17 exploration permits totalling approximately 15,568  ha and has applications for an additional 71 permits (exploration and mining applications) totalling approximately 119,599 ha. It comprises an open pit mine as well as processing plants, tailings facilities and associated infrastructure. The property is easily accessible by road from the nearby municipality of Paracatu. It is centred at approximately 17°13’15”S latitude and 46°52’30”W longitude.

 

Kinross first acquired a 49% interest in the mine upon completion of the merger with TVX Gold Inc. (TVX) and Echo Bay Mines Ltd. (Echo Bay) on January 31, 2003. On December 31, 2004, Kinross purchased the remaining 51% interest in the mine from Rio Tinto for US$260 million. Kinross’ interest in the property is subject to a royalty of 1.5% of net sales due to Agencia Nacional de Mineracao (ANM) and an additional royalty of 0.5% is due to the holders of surface rights in the mine area not already owned by Kinross.

 

History

 

The mining history of the Paracatu region extends back to the 18th century. Beginning in 1970, Paracatu attracted some attention from mineral exploration companies looking for lead and zinc deposits in the area. In 1984, Riofinex do Brasil (Riofinex) embarked on a surface exploration program that focused on the oxidized and weathered horizons of the Morro do Ouro area. Production at Paracatu commenced in October 1987 with the treatment of oxidized and highly weathered ore. The first gold bar was poured in December 1987. As a result of a series of expansion projects, the design capacity has increased to its current nominal throughput of 61 Mt/a ROM. Total production to-date is 8.9 million gold ounces.

 

Page 7

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

 

Geology and Mineralization

 

The Paracatu Property is hosted within the Brasília Belt, a north-south trending Neoproterozoic belt that extends along the western side of the São Franscisco-Congo Craton. Sedimentary units are mostly preserved in the northern part of the belt, whereas in the southern part where Paracatu is located, there is intense deformation and metamorphism, and contacts between metasedimentary units are primarily tectonic. A series of east-northeast trending thrust faults is developed extensively along the belt. Metamorphic grade increases towards the west as the thickness of the fold belt increases. The timing of deformation is estimated at 800 Ma to 600 Ma which coincides with the Brasiliano orogenic cycle.

 

The host phyllites of the Paracatu Formation exhibit feature well-developed quartz boudins and associated sulfide mineralization. Sericite minerals are common, likely as a result of extensive metamorphic alteration of the host rocks. Primary sedimentary features and bedding planes are easily recognizable, but are intensively deformed by thrusting, particularly along bedding planes, and the development of sygmoidal and boudinage structures.

 

The mineralization at Paracatu exhibits distinct mineralogical zoning with the arsenopyrite content increasing towards the centre and west and in the zones of intense deformation. Gold grade increases with increasing arsenopyrite content. Pyrrhotite occurs in the western part of the deposit and gold grades are elevated where higher pyrrhotite content is observed. The deposit formation model proposed for Paracatu suggests that gold and arsenopyrite were introduced concurrently during the deformation event. Gold occurs either as free gold or electrum. The central part of the deposit contains a high amount of boudins, whereas along the margins fewer boudins are present. The boudins in general contain more than 90% of the sulfides and gold.

 

Exploration

 

Since Kinross acquired the Project in 2003, exploration efforts have been focused primarily on the main mining area. Exploration outside of the immediate mine area was initiated in 2006. In the licensed exploration areas immediately bordering the mine leases, exploration activities were concentrated on soil and termite-mound geochemical sampling and interpretation of airborne magnetic survey data to look for nearby features similar to Paracatu. Some target areas were generated, mostly located west and west-northwest of the mine. Follow-up exploration returned no significant results.

 

Page 8

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

  

Drilling

 

All drill hole data are stored in acQuire database software. The database contains 4,543 diamond drill holes collected between 1984 and the beginning of 2019. The hole spacing varies from 25 to 200 m. Core diameters for holes drilled by Kinross include HX (76.2 mm), HQ (63.5 mm), HTW (70.9 mm), and NQ (47.6 mm). Substantially all of this drilling has been completed on the mining leases.

 

Mineral Resources and Mineral Reserves

 

Mineral Resources exclusive of Mineral Reserves are reported between the EOY2019 ultimate pit design and the $1,400/oz LG pit shell. The Mineral Resources also include Inferred and some incremental Measured and Indicated material situated in the pit design. Cut-off grades were determined using a long-term gold price of US$1,400/oz. Processing recoveries, material hardness and associated operating conditions were used to generate an optimized pit shell using the pseudo-flow algorithm.

 

The life of mine plan and Mineral Reserves include one year (2020) of tailings for reprocessing (from the Santo Antônio facility). Tailings reprocessing operations are expected to continue after 2020, but given limitations on drilling and sampling, only one year’s worth of production can be characterized with sufficient confidence for inclusion in the mine plan and Mineral Reserves.

 

Inferred Mineral Resources include an estimated 367 koz of gold contained (47,159 kt with 0.2 g/t) in the Santo Antônio tailings deposit (Processing Santo Antônio Tailings – PSAT). The remaining 1 koz (107 kt with 0.3 g/t) of Inferred is in situ material in the resource pit shell.

 

The Mineral Resource and Mineral Reserve estimates as of year-end 2019 are summarized in Tables 1-1 and 1-2.

 

Page 9

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

Table 1-1: Mineral Resources exclusive of Mineral Reserves – December 31, 2019

    Tonnes
(kt)
    Gold
(g/t)
    Gold
Ounces

(koz)
 
Measured (M)     181,341       0.3       2,001  
Indicated (I)     163,562       0.4       2,072  
M+I     344,903       0.4       4,073  
                         
Inferred     47,267       0.2       368  

 

 Notes:
   
1.Mineral Resources are exclusive of Mineral Reserves.
   
2.Mineral Resources estimated according to CIM Definitions.
   
3.Mineral Resources estimated at $1,400/oz Au.
   
4.Mineral Resources are reported at gold cut-off grade that varies by BWI and global recovery from 0.11 g/t to 0.19 g/t.

 

Table 1-2: Proven and Probable Mineral Reserves – December 31, 2019

 

    Tonnes
(kt)
    Gold
(g/t)
    Gold
Ounces

(koz)
 
Proven     518,934       0.4       7,428  
Probable     28,354       0.4       355  
Reserve Stockpile     30,735       0.3       278  
Total Reserve     578,023       0.4       8,060  

 

 Notes:
   
1.Mineral Reserves estimated according to CIM Definitions.
   
2.Mineral Reserves estimated at $1,200/oz Au.
   
3.Stockpile balances above the reserve cut-off grade is considered as reserve and it includes estimated gold production from PSAT in 2020
   
4.Mineral Reserves are reported at gold cut-off grade that varies by BWI and global recovery from 0.16 g/t to 0.24 g/t.

 

Mining Method

 

The Paracatu operation consists of an open pit mine, two process plants, two tailings facilities, and related surface infrastructure and support buildings. Ore hardness increases with depth and characterizing the hardness of the Paracatu deposit is important for costing and process throughput parameters.

 

Recovery Methods

 

Paracatu has two processing plants known as Plant I and Plant II. Plant I has operated continuously since 1987 and Plant II since 2008. Paracatu has been reprocessing the tailings since 2015.

 

Plant I has operated continuously since 1987 and had expansion upgrades in 1997 and 1999. In 2018, the plant processed 8.25 Mt. The plant consists of primary and secondary crushing, rougher and cleaner flotation, concentrate regrinding, and cyanide leaching.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

Plant II was developed as part of the Paracatu Expansion III Project and consists of one in-pit crusher (MMD toothed roll type), a 1.8 km conveyor to a covered stockpile area, one semi-autogenous grinding (SAG) mill and two ball mills. A third ball mill was installed in June 2011 and a fourth ball mill was installed in August 2012. In 2018, the plant processed 35.4 Mt of run-of-mine material.

 

In August 2015, Paracatu began the PSAT project, and in mid-2017, the Eustáquio Tailings (PET) project commenced. The target for these projects is gold that has segregated naturally in the tailings basins. Coarser material from PSAT and PET is excavated and hauled by truck to the Plant II stockpile, where the tailings are comingled with ROM to feed the SAG mill. Finer material from PSAT is hydraulically mined using a high-pressure water jet and pumped to the Plant I flotation circuit.

 

Production for PSAT and PET is shown in Table 1-3. PET ounces from 2018 onward are not shown separately, and are counted towards recovery because the PET material can be considered part of the circuit in current production.

 

Table 1-3: PSAT and PET summary results

 

Years   2015     2016     2017     2018     2019     Total  
    Feed (tonnes)     363       6,043       8,675       10,440       10,437       35,958  
PSAT   Grade (g/t)     1.090       0.521       0.387       0.261       0.262       0.344  
  Recovery (%)     79.42       75.88       68.95       61.03       62.37       66.01  
    Ounces     9,857       73,990       76,560       51,533       56,431       268,371  
    Feed (tonnes)     -       482       1,736       1,661       1,789       5,668  
PET   Grade (g/t)     -       0.535       0.439       0.449       0.400       0.438  
  Recovery (%)     -       73.43       75.11       NA       NA       NA  
    Ounces     -       6,091       18,038       NA       NA       NA  

 

Site Infrastructure

 

Paracatu infrastructure and services have been designed to support an operation of 61 Mt/a. The mine site consists of two processing plants, related mine services facilities (truck shop, truck wash facility, warehouse, fuel storage and distribution facilities, reagent storage and distribution facilities), and other facilities to support operations (safety/security/first aid/emergency response building, assay laboratory, plant guard house, dining facilities, offices etc.).

 

In 2011, a road was constructed directly from the highway west of the mine exclusively for access to the mine and plants. This four lane paved road is separated by a median and is 3.4 km long.

 

The mine draws its power from the Brazilian national power grid which relies mainly on hydroelectric power generation with outstanding reliability. Kinross is furnished with a 230 kV connection by a substation that converts power from 500 kV transmission lines. A 34 km overhead transmission line connects the substation to the mine site substation which feeds 13.8 kV electricity to Plant II and 138 kV to Plant I.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

In Brazil, the electricity is subject to a free market environment with consumers able to select their supplier of choice. Approximately 60-70% of Kinross’s power needs are fed by a self-generation structure located approximately 660 km from the mine in the state of Goias (Hydro Power Plants: Caçu and Barra dos Coqueiros owned by Kinross).The remainder is contracted bilaterally in the free market through PPAs (power purchase agreements).

 

The main sources of water for Kinross operations are run-off water collected in mine sumps, run-off water collected in the tailings dam catchment basins, recirculated effluent from the process, and makeup water from three local surface water streams. The majority of process water is captured and maintained in the mine sumps and tailings catchment basins during the rainy season for use during the dry season.

 

Environmental, Permitting and Social Considerations

 

Paracatu is constantly seeking excellence in its occupational health and safety, environmental and social responsibility system. The site maintains Certifications in ISO 14001, OHSAS 18001, SA 8000 and compliance with the International Cyanide Management Code.

 

Environmental analyses focus on operations in the Kinross mining licence area and related facilities. An Environmental Impact Control Plan (PCIAM) has been implemented to ensure compliance with environmental permits. This plan focuses on such topics as air and soil quality, noise and vibration control, preservation of waterways, re-vegetation and tree planting, the safety and hygiene of workers, and reclamation projects as well as occupation proposals and future use of the areas affected by mining. The key aspects and environmental impacts addressed in the plan include deforestation, relocation of mammals and birds, soil removal and compacting, dust mitigation, fossil fuel emissions, rainwater runoff, noise and vibrations from operations and blasting, and changes to the landscape.

 

Kinross’ Environmental Impact Control Plan and Closure Plan were updated in 2018 and 2019 to reflect changes in mining activities, processing, and final disposal of waste and tailings.

 

Tailings management programs at Paracatu incorporate best-in-class standards and meet or exceed international standards for dam safety. 

 

Page 12

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

Capital and Operating Costs

 

Planned capital costs at Paracatu are primarily sustaining capital, which includes mine equipment replacement and $512 million for the tailings dam expansions. Total sustaining capital costs are $997.2 million in real terms.

 

Operating costs are tracked and are well understood. Unit operating costs for the LOM production schedule are shown in Table 1-4.

 

Table 1-4: Operating cost estimate for LOM (January 1, 2020 forward)

 

Area  Unit  Cost1 
Mining  US$/t mined2  $1.76 
Rehandle    US$/t rehandled  $1.22 
Processing  US$/t processed3  $3.77 
PSAT  US$/t processed4  $1.80 
Site Admin  million US$/year   42.0 

 

 Notes:
   
1.Average life-of-mine costs.
   
2.Excludes sustaining capital.
   
3.Based on combined Plant 1 and Plant 2 costs, includes PET costs, excludes PSAT and sustaining capital costs.
   
4.Includes mining, pumping and processing cost.

 

Page 13

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

2.INTRODUCTION

 

Kinross Gold Corporation (Kinross) has prepared a Technical Report (the Technical Report) for the wholly-owned and operated Paracatu Project in the northwestern region of the state of Minas Gerais, Brazil. Kinross Brasil Mineração S.A. (KBM Kinross or the Company) is Kinross’ operating entity for Paracatu. KBM Kinross was previously known as Rio Paracatu Mineração S.A. (RPM), before the name was changed in 2010.

 

The purpose of this Technical Report is to support disclosure of end-of-year 2019 Mineral Resources and Mineral Reserves. The Technical Report conforms to NI 43-101 Standards of Disclosure for Mineral Projects and has an effective date of March 10, 2020.

 

Currency is expressed in US dollars unless stated otherwise. The currency of Brazil is the Real.

 

Information used to support this Technical Report has been derived from the reports and documents listed in the References section of this Technical Report.

 

The use of the terms “we”, “us”, “our” or “Kinross” in this Technical Report refer to Kinross Gold Corporation.

 

2.1Qualified Person

 

The Qualified Person (QP) for this Technical Report is:

 

John Sims, AIPG Certified Professional Geologist, Senior Vice-President and Chief Geologist, Mineral Resources & Brownfields for Kinross

 

Mr. Sims last visited the site in January 2020, when he inspected core and surface outcrops, drill platforms and sample cutting and logging areas; discussed geology and mineralization with Project staff; and inspected the major infrastructure and current mining operations.

 

2.2Information Sources

 

Information used to support this Technical Report was derived from previous technical reports on the property, and from the reports and documents listed in the References section of this Technical Report.

 

Preparation of the revised Mineral Resource estimates included in this report was supervised by Racquel Kolkert, Senior Director, Resource & Mine Geology, and Paulo Henrique Netto, Manager of Technical Services at Paracatu.

 

The revised Mineral Reserve estimate included in this report was prepared by Muhanad Jalil, Director, Kinross Technical Services at Paracatu.

 

2.3Effective Dates

 

Several effective dates (cut-off dates for the information prepared) are appropriate for information included in this Technical Report. The effective date for the Mineral Resources and Mineral Reserves was December 31, 2019 (EOY2019). There were no material changes to the information on the Project between the effective date and the signature date of the Technical Report.

 

Page 14

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

2.4List of Abbreviations

 

m Micron kt/d thousand tonnes per day
°C degree Celsius kPa kilopascal
°F degree Fahrenheit kWh/t kilowatt-hour per tonne
mg Microgram kW kilowatt
a Annum kWh kilowatt-hour
Au Gold L litre
Bbl Barrels LFO light fuel oil
BRL Brazilian Real L/s liters per second
Btu British thermal units m metre
C$ Canadian dollars M mega (million)
CIL carbon-in-leach m2 square metre
cm Centimeter m3 cubic metre
cm2 square centimetre mbgl metres below ground level
CV coefficient of variation min minute
d Day masl metres above sea level
dia. Diameter mm millimetre
dmt dry metric tonne Mt/a million tonne per year
dwt dead-weight ton MTO material take-off
ft Foot MW megawatt
ft/s foot per second MWe megawatt-electrical
ft2 square foot m3/h cubic metres per hour
ft3 cubic foot Opt ounce per short ton
g Gram Oz Troy ounce (31.1035g)
G giga (billion) PAU preassembly unit
gal Imperial gallon ppm part per million
g/L gram per liter Psig pound per square inch gauge
g/t gram per tonne S second
gpm Imperial gallons per minute st short ton
gr/ft3 grain per cubic foot stpa short ton per year
gr/m3 grain per cubic metre stpd short ton per day
ha Hectare T metric tonne
HFO heavy fuel oil t/a metric tonne per year
hp Horsepower t/d metric tonne per day
in Inch US$ United States dollar
in2 square inch USg United States gallon
J Joule USgpm US gallon per minute
k thousand (kilo) V volt
kg Kilogram WBS work breakdown structure
km Kilometer wmt wet metric tonne
km/h kilometre per hour yd3 cubic yard
km2 square kilometre yr year

 

Page 15

 

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

3.RELIANCE ON OTHER EXPERTS

 

In the preparation of the Technical Report, the Qualified Person relied on information provided by internal Kinross legal counsel for the discussion of legal matters in Sections 4, 19, and 20.

 

Except for the purposes legislated under provincial securities law, any other use of this report by any third parties is at this party’s sole risk.

 

Page 16

 

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

4.PROPERTY DESCRIPTION AND LOCATION

 

4.1Location

 

The Paracatu Mine, also referred to as the Morro do Ouro Mine, is located immediately north of the city of Paracatu and 230 km southeast of the national capital of Brasilia in northwestern Minas Gerais State, Brazil (Figure 4-1). The Project comprises an open pit mine as well as processing plants, tailings facilities and associated infrastructure. The mine commenced production in 1987 and currently processes ore at a nominal plant throughput rate of 61 Mt/a.

 

4.2Mineral Tenure

 

The Paracatu mine, represented by mining group number 931.299/2009, is composed of five mining licenses. Kinross also has exploration permits, exploration permit applications and mining permit applications (Figure 4-2 and Table 4-1). The Universal Transverse Mercator (UTM) co-ordinates for the approximate centre of the Property are 8,098,500 m S and 298,000 m E (WGS84, Zone 23). The geographic coordinates are approximately 17°13’15”S latitude and 46°52’30”W longitude.

 

As of the effective date of this report, all the leases and permits comprising the property are in good standing.

 

Kinross pays R$ 3.42 per hectare in annual exploration permit renewal fees to the National Mining Agency (ANM – Agencia Nacional de Mineracao, formerly known by the acronym DNPM) during the initial three years of exploration. Renewed exploration permits beyond the initial three year exploration period require an annual renewal fee of R$ 5.13 per hectare.

 

Kinross first acquired a 49% interest in the Project upon completion of the merger with TVX Gold Inc. (TVX) and Echo Bay Mines Ltd. (Echo Bay) on January 31, 2003. On December 31, 2004, Kinross purchased the remaining 51% interest in the mine from Rio Tinto for US$260 million.

 

The grouped mining leases are located within the municipality of Paracatu. They are licensed as Mining Group number 238/2010 and are tied to process number 931.299/2009 which is a combination of process numbers 800.005/1975, 830.241/1980, 832.225/1993, 832.228/1993 and 830.907/1999. The mining leases are confirmed by legal survey.

 

Page 17

 

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

 

 

Figure 4-1: Paracatu mine location map

 

 

Page 18

 

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

The Paracatu mine area is located on properties that are owned by Kinross, or on easements that are on a planned acquisition schedule. The current tailings impoundment is located on lands to which Kinross has negotiated surface rights with the former landowner(s).

 

In addition, Kinross holds title to 17 exploration permits totalling approximately 15,568  ha and has applications for an additional 71 permits (exploration and mining applications) totalling approximately 119,598.90 ha. These exploration permits and applications for exploration permits comprise a significant land package around the Paracatu Mine, covering the northern and southern strike extensions of the Morro do Ouro Member of the Paracatu Formation.

 

4.3Mineral Rights

 

In Brazil, the ANM issues all mining leases and exploration concessions. Mining leases are renewable annually and have no set expiry date. Each year Kinross is required to provide information to the ANM summarizing mine production statistics.

 

Exploration permits are granted for a period of three years. Once a company has applied for an exploration permit, the applicant holds a priority right to the concession area as long as there is no previous ownership. The owner of the concession can apply to have the exploration permit successively renewed. Renewal is at the sole discretion of ANM. Granted exploration concessions are published in the Official Gazette of the Republic (OGR), which lists individual concessions and their change in status. The exploration concession grants the owner the sub-surface mineral rights. The owner of an exploration permit is guaranteed, by law, access to perform exploration field work, provided adequate compensation is paid to third party landowners and the owner accepts all environmental liabilities resulting from the exploration work.

 

In instances where third party landowners have denied surface access to an exploration permit, the owner maintains full title to the concession until such time as the issue of access is negotiated or legally enforced by the courts. Access is guaranteed under law and the owner of an exploration concession will eventually gain easements to access the title. Kinross has previously used the easement process to obtain surface rights from landowners during development of the Paracatu mine.

 

Once access is obtained, the owner has three years to submit an Exploration Report (ER) on the concession. The owner of a mineral concession is obligated to explore the mineral potential of the concession and submit an ER to the ANM summarizing the results of the fieldwork and providing conclusions as to the economic viability of the mineralization. The content and structure of the report is dictated by the ANM and a person with suitable professional qualifications must prepare the report.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

The ANM will review the ER for the concessions and will either:

 

·approve the report provided ANM concurs with the report’s conclusions regarding the potential to exploit the mineralization;
·dismiss the report should the report not address all requirements, in which case the owner is given a term in which to address any identified deficiencies in the report; or
·postpone a decision on the report should it be decided that exploitation of the deposits are temporarily non-economic.

 

Approval, dismissal or postponement of the ER is at the discretion of the ANM. There is no set time limit for the ANM to complete the review of the ER. The owner is notified of the ANM’s decision on the ER and the decision is published in the OGR.

 

On ANM approval of the ER, the owner of an exploration permit has one year to apply for a mining lease. The application must include a detailed Development Plan (DP) outlining how the deposit will be mined.

 

ANM reviews the DP and decides whether or not to grant the application. The decision is at the discretion of ANM, but approval is virtually assured unless development of the project is considered harmful to the public or the development of the project compromises interests more relevant than industrial exploitation. Should the application for a mining lease be denied for exploration concessions for which the ER has been approved, the owner is entitled to government compensation.

 

On approval of the DP, ANM grants the mining licence, which remains in force until the mineral resource is depleted.

 

4.4Royalties and Other Encumbrances

 

Kinross must pay a royalty equivalent to 1.5% of net sales to the ANM. An additional royalty of 0.5% is due to the holders of surface rights in the mine area, in areas that are not owned by the mine.

 

4.5Permitting

 

Kinross has obtained required permits for current activities and expects to obtain permits for future proposed work on the property as necessary. Permitting is discussed further in Section 20.2.

 

Page 20

 

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

Table 4-1: Paracatu mineral rights

 

Mineral Right
number
  Type of License  Requested
Date
  Granted Date  Area (ha) 
830.140/2006  Exploration Permit  2006-01-24  2010-06-30   21.71 
830.309/2018  Exploration Permit  2018-02-23  2018-03-23   1,967.26 
830.311/2018  Exploration Permit  2018-02-23  2018-04-03   1,806.85 
830.364/2018  Exploration Permit  2018-02-27  2018-04-03   411.86 
830.742/2005  Exploration Permit  2005-04-04  2009-06-01   376.64 
830.854/2012  Exploration Permit  2012-03-20  2019-09-12   730.22 
830.906/2012  Exploration Permit  2012-03-26  2019-09-12   1,750.12 
831.232/2012  Exploration Permit  2012-04-16  2019-09-12   1,000.04 
831.358/2005  Exploration Permit  2005-06-13  2009-04-24   138.64 
831.537/2005  Exploration Permit  2005-07-04  2009-06-10   402.7 
831.827/2007  Exploration Permit  2007-06-11  2019-10-09   1,469.99 
831.892/2005  Exploration Permit  2005-08-17  2009-03-23   0.97 
831.896/2005  Exploration Permit  2005-08-17  2009-03-23   1,879.09 
831.944/2005  Exploration Permit  2005-08-22  2018-02-06   613.12 
831.945/2005  Exploration Permit  2005-08-22  2009-03-23   1,366.63 
832.896/2012  Exploration Permit  2012-09-24  2019-10-09   907.67 
833.345/2012  Exploration Permit  2012-10-17  2018-03-15   724.83 
         Subtotal   15,568.34 
830.594/2015  Exploration Permit Application  2015-03-16      1,029.84 
830.636/2005  Exploration Permit Application  2006-10-13      1,030.13 
831.002/2006  Exploration Permit Application  2010-08-05      743.58 
831.003/2006  Exploration Permit Application  2010-08-05      1,630.74 
831.110/1997  Exploration Permit Application  2015-07-07      982.3 
831.342/2019  Exploration Permit Application  2019-10-24      1,847.49 
831.343/2019  Exploration Permit Application  2019-10-24      1,759.74 
831.344/2019  Exploration Permit Application  2019-10-24      1,758.66 
831.345/2019  Exploration Permit Application  2019-10-24      657.34 
831.346/2019  Exploration Permit Application  2019-10-24      1,994.05 
831.347/2019  Exploration Permit Application  2019-10-24      1,994.85 
831.348/2019  Exploration Permit Application  2019-10-24      1,993.94 
831.349/2019  Exploration Permit Application  2019-10-24      1,993.77 
831.350/2019  Exploration Permit Application  2019-10-24      1,993.72 
831.351/2019  Exploration Permit Application  2019-10-24      1,994.42 
831.352/2019  Exploration Permit Application  2019-10-24      1,993.58 
831.353/2019  Exploration Permit Application  2019-10-24      1,992.79 
831.354/2019  Exploration Permit Application  2019-10-24      1,991.99 
831.355/2019  Exploration Permit Application  2019-10-24      1,991.27 
831.356/2019  Exploration Permit Application  2019-10-24      1,990.38 
831.357/2019  Exploration Permit Application  2019-10-24      1,236.57 
831.358/2019  Exploration Permit Application  2019-10-24      1,992.91 
831.359/2019  Exploration Permit Application  2019-10-24      1,992.12 

 

Page 21

 

 

 

Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

Mineral Right
number
  Type of License  Requested
Date
  Granted Date  Area (ha) 
831.360/2019  Exploration Permit Application  2019-10-24       1,992.73 
831.361/2019  Exploration Permit Application  2019-10-24       1,990.45 
831.362/2019  Exploration Permit Application  2019-10-24       1,993.02 
831.363/2019  Exploration Permit Application  2019-10-24       1,992.19 
831.364/2019  Exploration Permit Application  2019-10-24       1,991.39 
831.365/2019  Exploration Permit Application  2019-10-24       1,990.26 
831.366/2019  Exploration Permit Application  2019-10-24       467.7 
831.367/2019  Exploration Permit Application  2019-10-24       1,956.24 
831.368/2019  Exploration Permit Application  2019-10-24       1,992.29 
831.369/2019  Exploration Permit Application  2019-10-24       1,991.51 
831.370/2019  Exploration Permit Application  2019-10-24       1,990.71 
831.371/2019  Exploration Permit Application  2019-10-24       1,989.88 
831.372/2019  Exploration Permit Application  2019-10-24       1,598.71 
831.373/2019  Exploration Permit Application  2019-10-24       1,624.62 
831.374/2019  Exploration Permit Application  2019-10-24       1,254.02 
831.375/2019  Exploration Permit Application  2019-10-24       1,992.79 
831.376/2019  Exploration Permit Application  2019-10-24       1,992.62 
831.377/2019  Exploration Permit Application  2019-10-24       1,991.82 
831.378/2019  Exploration Permit Application  2019-10-24       1,992 
831.379/2019  Exploration Permit Application  2019-10-24       1,738.66 
831.380/2019  Exploration Permit Application  2019-10-24       1,957.24 
831.381/2019  Exploration Permit Application  2019-10-24       1,628.77 
831.397/2015  Exploration Permit Application  2015-06-02       635.38 
831.492/2019  Exploration Permit Application  2019-11-21       1,927.59 
831.494/2019  Exploration Permit Application  2019-11-21       1,927.61 
831.495/2019  Exploration Permit Application  2019-11-21       1,927.59 
831.496/2019  Exploration Permit Application  2019-11-21       1,927.63 
831.497/2019  Exploration Permit Application  2019-11-21       734.83 
831.498/2019  Exploration Permit Application  2019-11-21       1,926.87 
831.499/2019  Exploration Permit Application  2019-11-21       1,926.90 
831.500/2019  Exploration Permit Application  2019-11-21       1,926.85 
831.501/2019  Exploration Permit Application  2019-11-21       1,722.86 
831.502/2019  Exploration Permit Application  2019-11-21       1,463.74 
831.503/2019  Exploration Permit Application  2019-11-21       1,463.69 
831.504/2019  Exploration Permit Application  2019-11-21       897.78 
831.505/2019  Exploration Permit Application  2019-11-21       1,883.54 
831.506/2019  Exploration Permit Application  2019-11-21       1,793.45 
831.507/2019  Exploration Permit Application  2019-11-21       1,882.65 
831.508/2019  Exploration Permit Application  2019-11-21       1,824.59 
832.080/2015  Exploration Permit Application  2015-08-10       986.43 
860.767/2019  Exploration Permit Application  2019-10-24       1,993.58 
860.768/2019  Exploration Permit Application  2019-10-24       1,993.99 
860.769/2019  Exploration Permit Application  2019-10-24       1,095.44 

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

Mineral Right
number
  Type of License  Requested
Date
  Granted Date  Area (ha) 
860.770/2019  Exploration Permit Application  2019-10-24      1,994.68 
860.771/2019  Exploration Permit Application  2019-10-24      1,994.63 
860.772/2019  Exploration Permit Application  2019-10-24      1,994.50 
         Subtotal   118,542.60 
831.628/1985  Mining Application  2009-02-09      800.0 
832.229/1993  Mining Application  1993-06-21  2003-01-22   256.3 
         Subtotal   1,056.30 
800.005/1975  Mining Lease (Replaced by 931.299/2009)  1975-01-02  1995-06-22   430.40 
830.241/1980  Mining Lease (Replaced by 931.299/2009)  1980-03-11  1985-08-09   827.56 
830.907/1999  Mining Lease (Replaced by 931.299/2009)  1999-05-17  2007-03-06   45.88 
832.225/1993  Mining Lease (Replaced by 931.299/2009)  1993-06-21  2009-05-04   210.57 
832.228/1993  Mining Lease (Replaced by 931.299/2009)  1993-06-21  2009-05-13   402.23 
931.299/2009  Morro do Ouro Mining Concession  2009-05-19  2010-03-25     
         Subtotal   1,916.64 

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

 

 

Figure 4-2: Paracatu mining and exploration claims map

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

5.ACCESSIBILITY, CLIMATE, LOCAL RESOURCES, INFRASTRUCTURE AND PHYSIOGRAPHY

 

5.1Accessibility

 

The Paracatu Property is located immediately north and west of the Municipality of Paracatu, Minas Gerais state (Figure 5-1), which has a population of approximately 93,000. Access from Paracatu is by vehicle via a four lane paved mine access road.

 

Paracatu is located approximately 230 km southeast of the national capital, Brasilia (population 2.97 million), and 480 km northwest of the state capital Belo Horizonte (population 2.5 million). Both are modern cities with industrial and manufacturing facilities.

 

Figure 5-1: Satellite images showing of the location of Paracatu and Morro do Ouro Mine (Google Image ™)

 

 

A small paved airstrip that can accommodate small, charter aircraft also services Paracatu.

 

5.2Climate

 

The climate is tropical sub-humid with a mean temperature of around 21°C that typically ranges from 17°C to 28°C. A peak temperature of 30°C usually occurs in August or September, while a low of 14°C is usually experienced in June or July. The rainy season is from October to March, although there is precipitation throughout the year. The relative humidity is at least 75% at least six months of the year.

 

The mine operates year round in this climate.

 

5.3Local Resources and Infrastructure

 

Various services are available at Paracatu including housing, temporary accommodations, health services and police services. Building supplies and fuel are also available. A greater range of services, including mining equipment suppliers, mining contractors and trained manpower, can be obtained in Belo Horizonte.

 

The mine is connected to the national power grid, which relies mainly on hydroelectric generation.

 

5.4Physiography and Environment

 

Paracatu is located in the Brazilian savannah, a region characterized by low rolling hills that have been largely cleared of vegetation to support farming and cattle ranching. The elevation at the mine site is approximately 780 masl. The region is largely dependent on agriculture, with soy beans being the predominant crop.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

6.HISTORY

 

6.1Prior Ownership

 

Billiton acquired the original licences in what is now the Project and in 1980 entered into a joint venture partnership with Riofinex do Brasil (Riofinex), a subsidiary of Rio Tinto. In 1984, Riofinex acquired Billiton’s interest in the property.

 

In 1985, RTZ Mineracão, a successor company to Riofinex, entered into a joint venture with Autram Mineracão e Participaçoes (Autram). A new entity, Rio Paracatu Mineracão (RPM), was formed to hold the joint venture interests, with Rio Tinto holding a 51% interest and Autram holding a 49% interest in RPM.

 

Subsequently, Autram’s interest in RPM was acquired by TVX Participaçoes which later became TVX. TVX then entered into an agreement with Newmont Mining Corporation (Newmont) which resulted in Newmont and TVX each holding a 24.5% interest in RPM. In early 2003, TVX acquired Newmont’s 24.5% interest to hold a 49% interest in RPM. In late January 2003, Kinross acquired its interest in the property by merging with TVX and Echo Bay. On December 31, 2004, Kinross purchased the remaining 51% interest in RPM from Rio Tinto for US$260 million. In 2010, the name of the operating entity was changed to Kinross Brasil Mineracao or KBM.

 

6.2Exploration and Development History

 

The mining history of the Paracatu region is closely associated with the activities of the Portuguese bandeirantes who prospected for gold in Brazil’s interior, arriving in the Paracatu region in 1722 after the discovery of gold in alluvial deposits.

 

Alluvial mining peaked during the second half of the 18th century. These activities were not limited to the placer deposits along Rico Creek, but also extended to the oxidized ore outcrop on the top of Morro do Ouro or the “Hill of Gold”.

 

Gold production declined sharply during the first decade of the 19th century. From this point forward, production was limited to subsistence mining practiced by local inhabitants known as garimpeiros. Various prospectors explored the region but economically viable operations were limited as a result of the low-grade nature of the deposits.

 

Beginning in 1970, Paracatu attracted some attention from mineral exploration companies looking for lead and zinc deposits in the area. Interest in the gold of Morro do Ouro was limited as the majority of the companies were not attracted by low grades that were initially considered to be too low to be extracted economically.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

In 1984, Riofinex embarked on a surface exploration program that focused on the oxidized and weathered horizons of the Morro do Ouro area.

 

Table 6-1 shows the Paracatu historical drilling programs, up to the year Kinross took over the Project (2003).

 

Table 6-1: Paracatu historical drilling

 

       Hole Type   Number   Total 
Year   Campaign  (Diameter)   of Holes   (m) 
1984   PMO   6"    44    2,462 
1988   PAR   6"    26    1,014 
1989   PRF   RC    67    2,791 
1990   PRI   6"    15    652 
1992-1997, 1999, 2000   PMP   6"    275    7,958 
1993, 1996, 1997   PB2   6"    36    1,857 
1993-1996   FPA   6"    97    3,405 
1996   ALB   6"    11    335 
1996   RAB   6"    20    583 
2000   MA   HX (3")    2    35 
2000   PEC   HX (3")    32    2,658 
2000, 2004   WCR   HX (3")    9    2,031 
2001   PPC   HX (3")    38    1,732 
2001   PTE   HX (3")    2    56 
Totals            674    27,569 

 

A 1984 “reserve” estimate only included the near surface oxidized ore. Despite the low gold grade, Riofinex believed that profitable extraction of the ore could be realized. In 1985, this was confirmed by a feasibility study. Total investment up to that period was $7.3 million including ground acquisition costs, exploration costs, and the cost of the feasibility study. Approval was granted by Rio Tinto to construct a mining project at a capital cost of approximately $65 million.

 

Production at Paracatu commenced in October 1987, treating oxidized and highly weathered ore. The first gold bar was poured in December 1987.

 

6.3Historical Resource Estimates

 

At the end of 1984, based on data from test pits and further supported by a total of 44 drill holes, a “reserve” of 97.5 million tonnes at 0.587 g/t Au was estimated at what is currently the Paracatu Mine. This estimate only included the superficial oxidized ore.

 

Kinross notes that this estimate pre-dates NI 43-101, cannot be relied upon, and is quoted for historical purposes only.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

6.4Past Production

 

The property has been in continuous operation since 1987. Figure 6-1 and Table 6-2 summarize the historical life of mine production at Paracatu since commencement of commercial production based on run of mine statistics. These figures include production from Santo Antônio and Eustáquio tailings reprocessing, which is detailed in the Chapter 24.

 

 

Figure 6-1: Paracatu mine historical production

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

Table 6-2: Paracatu life of mine production summary

 

    Tonnes milled   Feed grade   Gold Produced 
Year   (million)   (Au g/t)   (koz) 
1987*   1*   0.78    4 
1988    6    0.77    113 
1989    8    0.67    146 
1990    9    0.64    160 
1991    10    0.61    166 
1992    10    0.58    167 
1993    13    0.50    175 
1994    13    0.50    169 
1995    14    0.49    163 
1996**    14    0.50    166 
1997    15    0.47    157 
1998    16    0.48    181 
1999    17    0.45    189 
2000    20    0.47    229 
2001    16    0.48    187 
2002    18    0.44    225 
2003    18    0.44    201 
2004    17    0.42    189 
2005    17    0.38    180 
2006    18    0.38    173 
2007***   19    0.37    175 
2008    21    0.38    190 
2009    40    0.41    354 
2010    43    0.45    482 
2011    45    0.42    453 
2012    53    0.38    467 
2013    56    0.38    500 
2014    51    0.41    521 
2015    45    0.44    478 
2016    47    0.44    483 
2017    38    0.41    360 
2018    54    0.43    522 
2019    58    0.43    620 
Total    840    0.45    8,917 

 

*1987 historical production was 500 thousand tonnes.

** Before 1996, grade values are approximate.

*** Equivalent Ounces.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

7.GEOLOGICAL SETTING

 

7.1Regional Geology

 

The Paracatu Property is hosted within the Brasília Belt, a north-south trending Neoproterozoic belt that extends along the western side of the São Francisco-Congo Craton (Figure 7-1).

 

The Brasilia Belt resulted from the collision between three cratonic blocks: the Amazonian, the São Francisco-Congo and a third block concealed under Phanerozoic sediments of the Parana Basin. Sedimentary units are mostly preserved in the northern part of the belt, whereas in the southern part where Paracatu is located, there is intense deformation and metamorphism, and contacts between metasedimentary units are primarily tectonic (Rodrigues et al., 2010).

 

The Brasília Belt has four main components (Rodrigues et al., 2010 and references therein):

 

·A continental block of Archaean rock units (the Crixás-Goiás region).

 

·Reworked sialic basement of Paleoproterozoic age, exposed mainly in the Almas-Cavalcante region.

 

·The Goiás Magmatic Arc, consisting of volcano-sedimentary rocks and tonalite/granodiorite gneisses.

 

·Thick sedimentary and metasedimentary sequences, including coarse and fine grained sediments with some carbonates, volcanic layers, phyllites, quartzites, and schists.

 

A series of east-northeast trending thrust faults is developed extensively along the belt. Metamorphic grade increases towards the west as the thickness of the fold belt increases. The timing of deformation is estimated at 800 Ma to 600 Ma during the Brasiliano orogenic cycle.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

 

Figure 7-1: Simplified geology of the Brasilia Belt

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

7.2Local Geology

 

The local scale geology is composed of sandy and shaley metasedimentary rocks, metamorphosed to greenschist grade, of the Canastra Group. , The stratigraphy is not fully understood because of intense deformation. The Project is underlain by a thick sequence of phyllites belonging to the basal part of the Paracatu Formation of the Upper Proterozoic Canastra Group, which is exposed along the south-central portion of the Brasília Belt (Figure 7-2).

 

Around Paracatu, the Canastra Group is subdivided into three formations: at the base is Serra do Landim Formation, overlain by the Paracatu Formation, followed by the Chapada dos Piloes Formation.

 

Figure 7-3 shows the stratigraphic column for the Canastra Group and the overlying Ibiá Group. The Canastra Group is made up of the following lithostratigraphic units, from base to top, which are separated from each other by thrust faults (Rodrigues et al., 2010).

 

Serra do Landim Formation

 

This unit mainly consists of calciferous shales and schists, with marble and limestone lenses.

 

Paracatu Formation

 

The Paracatu Formation includes the basal Morro do Ouro Member, a 100 m thick layer of dark carbonaceous phyllite, and the overlying Serra da Anta Member, a sericitic phyllite. Both phyllites display fine-grained quartzite intercalations.

 

Chapada dos Pilões Formation

 

This unit includes the basal Serra da Urucânia Member, a succession of quartzite and phyllite, and the upper Hidroelétrica Batalha Member, consisting of fine-grained quartzite and thinly-bedded phyllite.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

 

Figure 7-2: Local geology

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

 

Figure 7-3: Stratigraphic column, Morro do Ouro member region.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

7.3Property Geology

 

In the property area, the rocks are phyllites and quartzite intensively altered by hydrothermal processes associated with regional metamorphism.

 

The property geology has extensive deformation and well-developed quartz boudins and associated sulfide mineralization. Sericite minerals are common, likely as a result of extensive metamorphic alteration of the host rocks. Primary sedimentary features and bedding planes are recognizable, but are intensely deformed by sigmoidal and boudinage structures, and by thrusting, particularly along bedding planes.

 

Mineralization at Paracatu is closely related to a period of ductile deformation, shearing and thrust faulting. Overall, the Morro do Ouro sequence has been thrust to the northeast. Intense, low angle isoclinal folds are commonly observed. The mineralization plunges to the west southwest at 15° to 20° and there is secondary folding with axial planes striking to the northwest resulting in kink bands, and dome and basin folds in some areas.

 

The mineralization appears to be truncated to the north by a major normal fault trending east-northeast as shown in Figure 7-4. The displacement along this fault is currently unknown but the fault is used as a hard boundary during mineral resource estimation. The current interpretation is that the fault has displaced the mineralization upwards and erosion has removed the mineralization in the up-thrown block.

 

Figure 7-5 presents a conceptualized geological cross section looking to the northwest through the deposit. The section shows the high strain zone in red surrounded by the weakly mineralized phyllites of the Morro do Ouro Member.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

 

Figure 7-4: Property geology of the Paracatu deposit

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

 

 

Figure 7-5: Cross section of the Paracatu deposit (vertical exaggeration 2x).

 

7.4Mineralization

 

The entire mineralized system lies within a thick, heterogeneously deformed zone that contains both abundant NE vergent shallowly dipping shear fabrics and a strong planar or tabular (flattened) strain signature.

 

The Paracatu mineralization has two characteristic visual features. The first is the presence of a sulfide suite intimately associated with gold, comprising, in order of abundance, arsenopyrite, pyrite, pyrrhotite, sphalerite, galena, and chalcopyrite. The photos in Figure 7-6 illustrate the various types of mineralized boudins:

 

A. Typical features showing base metals (sphalerite “sph”) and dolomitic to ankeritic carbonate (“carb”) in the vein core, along with carbonaceous wall-rock seams, with arsenopyrite (“aspy”) developed on the vein rim and as disseminated grains close to the veins, and pyrite (including gold) on the vein edge and in the boudin necks.

 

B. A segment of a large laminated vein away from the boudin necks, showing sphalerite and carbonate developed in the vein within individual bands formed during veining, pyrite on the vein edge, and pyrrhotite (“po”) in discordant shear bands, overprinting pyrite.

 

C. Deformed sulfides in the vein shown by arrows (black), along with more than one phase of quartz veining, are boudinaged along the foliation that is axial planar to adjacent folded bedding of intercalated graphitic shale and siltier material, with sulfides also segregated, or grown, in the fold hinges (white arrows).

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

D. A more massive type A boudin with milky quartz and coarse arsenopyrite overgrown by pyrite.

 

E. A laminated type A boudin, here showing an angle between the margin of the boudin and the internal banding, indicating that veining and formation of the internal banded structure predated the main phase of boudinage.

 

 

 

Figure 7-6: Mineralization types and veins, sulfides and boudins morphology.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

The sulfides occur in a variety of forms, predominantly within boudinaged quartz veins or on their edges, and in the necks of the boudins. Some sulfides (pyrite, arsenopyrite, and pyrrhotite, very rare chalcopyrite and sphalerite, no galena) are also present in the host shales as veinlets and disseminations, usually in the cm- to m-scale in the vicinity of the sulfide-bearing quartz veins. (Oliver et al., 2015).

 

The second characteristic feature of Paracatu mineralization is the occurrence of boudinaged quartz ± carbonate ± sulfide veins.

 

Boudins make up, on average, 8% to 10% by volume of the mineralized rock, though there are wide variations. The central part of the orebody may contain >20% boudin material, but at the margins volumes drop off to 1% to 2% or less. Boudins and their immediate host rocks contain >90% of the sulfides and gold, based on comparison of bulk ore analyses, boudin analyses, and spatial analysis of boudin/vein distribution.

 

Deformation has produced distinctly separated boudins, distributed along linear trains at a low angle to the bedding of the host stratigraphy. These structures were affected by predominantly oblate flattening strains, producing “chocolate-tablet” boudinage, with less common examples of simple log-like boudins expected from a plane strain deformation (Oliver et al., 2015).

 

Gold occurs either as free gold or electrum. Microscopic analysis indicates that 92% of the gold at Paracatu is free-milling with less than 8% encapsulated by sulfide grains or silica.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

8.DEPOSIT TYPES

 

The Morro do Ouro is a metamorphic gold system with finely disseminated gold mineralization hosted within metasedimentary rocks.

 

Gold mineralization was introduced syn-tectonically as the result of metamorphic alteration during thrusting of the Morro do Ouro Sequence over the rocks of the younger Vazante Formation (Figure 8-1). Structural interpretation suggests that mineralization was precipitated within a high strain zone where silica and carbonate were depleted from host phyllites, resulting in an increase in graphite content that may have acted as a chemical trap, precipitating out gold and sulfide mineralization remobilized during the metamorphic alteration of the Morro do Ouro Sequence.

 

The deposit has extraordinary lateral and longitudinal continuity. The majority of exploration efforts have sought to better define the continuous longitudinal continuity of mineralized phyllites at depth west of Rico Creek and the lateral limits of the economic mineralization.

 

 

 

Figure 8-1: Schematic diagrams illustrating the proposed mechanism of formation of the Morro do Ouro deposit (Oliver et al., 2015)

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

9.EXPLORATION

 

9.1Mining Leases

 

Since acquiring the Project in 2003, Kinross has completed a significant amount of drilling within the main mining area. Chapter 10 of this report documents drilling activities on the property.

 

9.2Exploration Licences

 

In January 2005, Kinross commenced the exploration drill program west of Rico Creek. The outputs of this campaign led to the expansion project (Plant II).

 

In the licensed exploration areas immediately bordering the mine leases, exploration activities were concentrated on soil and termite-mound geochemical sampling and interpretation of airborne magnetic survey data to look for nearby features similar to Paracatu. Some target areas were generated, mostly located west and west-northwest of the mine. Follow-up exploration returned no significant results.

 

A near-pit geophysical survey was performed in 2008 to define the induced polarization (IP) and resistivity geophysical signature of the known buried mineralization of the down-dip southwest extension of the mineralized ore zone and fresh rock below and west of Rico Creek. A pattern was identified indicating higher chargeability in the non-mineralized zone above the ore zone, and high resistivity at depth within the ore zone.

 

Geophysical data was the primary driver of exploration in the licensed exploration areas located 10 km or more from the mine. Definition of favourable structural zones using regional airborne magnetic data yielded three targets which were then surveyed for IP and resistivity. Two targets were located approximately 50 km to 60 km from the mine and the third target was 10 km from the mine. Carbon-rich phyllites with quartz boudins and pyrite similar in lithologic character to the Paracatu deposit, but without gold and arsenopyrite, were identified in one of the targets located further from the mine. Although the samples did not contain gold mineralization, the program was successful in detecting litho-structural controls similar to those associated with the Paracatu deposit.
 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

10.DRILLING

 

10.1Drilling Programs

 

At the start of mining at Paracatu, exploration campaigns focused on the upper levels of the orebody, within 25 m to 30 m of surface. As mining advanced, deeper drilling campaigns were required to better model the orebody. Currently, a 70m x 70m diamond drill hole (DDH) infill campaign is in progress.

 

Drilling programs were completed primarily by Rio Tinto until 2004. Since 2005, all campaigns has been carried out by KBM or under ownership supervision. The drilling activities were conducted by various drilling contractors and supervised by geological staff. In 2013, Kinross purchased two drill rigs (Figure 10-1). Table 10-1 summarizes the drilling program history, and Figure 10-2 shows the drill hole distribution across the pit area.

 

 

 

Figure 10-1: Drill rig operated by Kinross team in pit area.

 

All drill hole data are stored in acQuire database software. The database contains 4,543 diamond drill holes collected between 1984 and the beginning of 2019. The hole spacing within the resource pit varies from 25 to 200 m.

 

Core diameters for holes drilled by Kinross between 2005 and 2019 included HX (76.2 mm), HQ (63.5 mm), HTW (70.9 mm), and NQ (47.6 mm).

 

Core was collected continuously from the collar. Wooden tags were placed in the core trays and labelled according to the drill run. All core boxes were clearly labelled with the hole number and drilled interval. Lids were nailed on each core box at the drill site to facilitate transport to the core shed logging facility.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

  

Drill reports identified all zones of broken ground, fault zones and water gain or loss. Water gain or loss was almost non-existent. Rusty water seams in the mineralized zone horizon were extremely rare, suggesting that active water flow occurs almost exclusively in the weathered zone. Table 10-1 shows summary of DDH by year.

 

10.2Logging Procedures

 

Drill core logging is recorded in the acQuire system. All pertinent features are logged, including lithology, alteration, weathering, structure, boudins, percent sulfides, etc. Currently the transcription is checked by site geology prior to entry in acQuire to ensure that logged fields match expected codes. Any changes made must be noted as revisions in the logs so that they can be checked against the acQuire database.

 

10.3Collar Surveys

 

Drill hole length varies from 10 m to nearly 600 m (west of Rico Creek). All drill hole collars were established in the field by mine survey using standard Trimble R8 or R10 GPS system. The drill holes are surveyed as close as possible to the collar coordinates established by the surveyors with most holes being surveyed within five metres of their planned location.

 

10.4Down-hole Surveys

 

Since 2015, azimuth and inclination have been surveyed for all drill holes longer than 120 m. Drill holes shorter than 120 m in downhole length are considered vertical.

 

All drill setups (-85° to -90°) are checked by Kinross geologists before drilling starts, and geologists control the hole completion depths as well. Since 2018, the hole completion criterion has been a minimum of 24 m of barren core, with no significant sulfidation and no boudins, beyond the interpreted foot wall contact.
 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

Table 10-1: Drill holes database summary

 

Campaign  Year   Diameter   No. Holes   Length (m) 
PMO   1984    6"    44    2462 
POÇOS (wells)   1983-1986    1m   458    5070 
PAR   1988    6"    26    1014 
PRF   1989    -    67    2791 
PRI   1990    6"    15    652 
PMP   1992    6"    32    417 
PMP   1993    6"    33    724 
PB2   1993    6"    9    308 
FPA   1993    6"    8    240 
PMP   1994    6"    42    1330 
FPA   1994    6"    33    1158 
PMP   1995    6"    50    1518 
FPA   1995    6"    22    805 
PMP   1996    6"    20    402 
PB2   1996    6"    13    945 
FPA   1996    6"    34    1203 
RAB   1996    6"    20    584 
ALB   1996    6"    11    335 
PMP   1997    6"    52    1654 
PB2   1997    6"    14    604 
PMP   1999    6"    29    1320 
PMP   2000    HX (3")    17    594 
PEC   2000    HX (3")    32    2658 
WCR   2000    HX (3")    6    939 
MA   2000    HX (3")    2    35 
PTE   2001    HX (3")    2    56 
PPC   2001    HX (3")    38    1732 
PE   2004    HX (3")    60    1997 
WCR   2004    HX (3")    3    1091 
K   2005    HQ, HTW, NQ    267    48660 
KAB   2006    HQ    35    3586 
KMA   2006    HQ    5    574 
KOP   2007    HQ    93    2365 
KGM   2008    HQ    36    2445 
K09   2009    HQ    64    2001 
K10   2010    HTW    117    6013 
K11   2011    HTW    95    6186 
K12   2012    HTW    307    16774 
K13   2013    HQ    776    20768 
K14   2014    HQ    624    20539 
K15   2015    HQ    616    20177 
K16   2016    HQ    404    22999 
K17   2017    HQ    199    27800 
K18   2018    HQ    119    9370 
K19   2019    HQ    52    10025 
         Total    5,001    254,917 

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

 

 

Figure 10-2 Plan view of Kinross Paracatu showing existing drill holes (blue dots) relative to December 2019 pit topography

 

10.5Core Recovery

 

Some campaigns prior to 2005 do not have sufficient recovery information. Post 2005, most diamond surveys on gold estimation campaigns have included recovery information. Low sample recovery is highly correlated with weathered (friable) rock and soil saprolite zones (Figure 10-3).

 

Global average recoveries are reported to be greater than 95%. Kinross is not aware of any drilling, sampling, or recovery factors that could materially impact the accuracy and reliability of the results.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

 

 

Figure 10-3: Drill hole location in the pit area showing zone with lower and higher recovery.

 

10.6Comments on Drill Programs

 

In the opinion of the QP, the quantity and quality of the lithological, geotechnical, collar and down hole survey data collected in exploration and infill drill programs are sufficient to support mineral resource and mineral reserve estimation as follows:

 

Core logging meets industry standards for gold exploration
   
Collar surveys have been performed using industry-standard instrumentation
   
Down hole surveys have been performed using industry-standard instrumentation
   
Recoveries from core drill programs are acceptable
   
Drilling is normally perpendicular to the strike of the mineralization, which is appropriate for the mineralization style, and orebody geometry. Depending on the plunge of the drill hole, and the dip of the mineralization, drill intercept widths are typically greater than true widths.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

11.SAMPLE COLLECTION, PREPARATION, ANALYSES, AND SECURITY

 

Kinross uses industry standard sample preparation, analysis, data management and security procedures for its drill programs. Kinross is of the opinion that the adequacy of the samples taken, the security of the storage and shipping procedures, the sample preparation, and analytical procedures used meet industry standard practices and that the results are suitable to estimate mineral resources and mineral reserves.

 

The geology team is responsible for:

 

Sample collection;
   
Core Logging;
   
Delivery of samples to the preparation and analytical laboratories;
   
Sample storage; and
   
Sample security at final destination (archive).

 

11.1Sampling Method and Approach

 

Drill core is transported by KBM personnel from the drill site to the core logging facility for logging and sampling. Technicians check depth markers and box numbers, reconstruct the core, and calculate core recovery. The core is logged descriptively and marked for sampling by Kinross geologists. Logging and sampling data are recorded in digital logs in acQuire software. Core is photographed prior to sampling.

 

Upon completion of geological and geotechnical core logging of a diamond drill hole, a core logging geologist identifies the sections of core to be sampled and analysed for gold and other variables (Sulfur, Density, acid neutralising capacity, multi-element, base metals, etc.).

 

After core is logged, samples are collected and then delivered to the preparation laboratory for sample preparation. The sample dispatch and batch number is sent in digital format.

 

The greatest areas of core loss were from the collar to 15 m down the hole in laterite (or weathered) zones. Kinross employs a systematic sampling approach where drill core is sampled using standard one metre sample lengths. This standard was used for 83% of the assays. Starting 2018, sample lengths increased to 3 m.

 

Reference pieces of 8-10 cm are collected and used for density testing. These pieces are labelled and stored at the core logging facility. This practice is acceptable for deposits with a low average grade and good grade continuity. Kinross does not consider the sampling of whole core to be a concern considering its production history.

 

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Kinross Gold Corporation

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Brazil

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Usually only mineralized zones are sampled for gold. The samples vary from 1 to 3 m for gold, whereas BWI and ANC sampling uses 12 m composits as per the procedure for those tests.

 

11.2Sample Security and Chain of Custody

 

Core samples for analysis are stored in a secure warehouse (core shed) at site prior to sample preparation. The core shed is either locked or under direct supervision of the geological staff. Prior to shipping, drill core samples are placed in large plastic bags and sealed. A sample transmittal form that identifies each batch of samples is prepared. The samples are transported directly to the laboratory for sample preparation and analysis.

 

All core boxes are covered with wooden lids and nailed shut before being transported by Kinross personnel from Kinross drill rigs to the logging facility located inside the fenced mine gates. After photographing, logging and marking 3 m sample intervals, the whole core is placed in heavy gauge plastic bags with a unique sample tag. The sample tag number is also written in permanent marker on the outside of each sample bag.

 

Samples are loaded onto pickup trucks and transported to the Kinross Paracatu preparation lab for preparation. Approximately-2.5 kg are prepared and reduced to pulverized sample (100#). The pulverised sample is then collected and transported via pickup truck to the Kinross analytical lab for analysis. . For each sample approximately 6 kg of coarse reject is retained and stored at the core shed for 18 months.

 

Analytical results are received electronically and managed using a laboratory information management system (LIMS) and imported into the acQuire database. Assay batches are reviewed for acceptance by the database administrator (DBA).

 

11.3Sample Preparation, Analyses and Security

 

Prior to the start-up of the mine, all samples were shipped to independent analytical laboratories in Brazil for analysis. After the construction of the mine, most samples were processed at the on-site laboratory. However, in order to meet the demands of the extensive 2005 drill program, Kinross used the following two independent laboratories to perform the analyses:

 

ALS Chemex sample preparation facility in Luziânia and ALS Chemex analytical facility in Vancouver, Canada
   
SGS Lakefield laboratories – Belo Horizonte, Brazil

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

Most samples were 1 m long until the end of 2017. Since 2018, a 3 m lengh was applied resulting in 27 kg core samples. The samples are crushed to 95% passing in 8 mesh (2.36 mm) and homogenized. Approximately 6 kg of sample is stored as coarse reject and 4.5 kg is discarded. The remaining 2.5 kg is split and pulverized to 95% passing 100 mesh (150 µm). This sample is homogenized and three 50 g aliquots are selected for fire assaying with an Atomic Absorption (AA) finish. The remaining pulverized sample is discarded. These processes are performed in on-site laboratories. The results are based on the average of the three aliquots to decrease the assay variability inherent in the low-grade nature of the deposit.

 

Until 2005, Kinross reduced the nugget effect by combining results from six separate fire assays of 50 g sample aliquots. Each sub-sample was fire assayed followed by an AA finish. In June 2005, Kinross commissioned Agoratek International to conduct a review of exploration sampling procedures and to assess the requirements for six 50 g aliquot assays per sample (Bongarcon, 2005). Agoratek, led by Dominique Francois-Bongarcon, a recognized expert in sampling, reviewed the sampling procedures and concluded that three 50 g aliquots would be sufficient for the purposes of the exploration program. Since then, three sub-samples have been used.

 

11.4Background on Quality Assurance and Quality Control

 

Quality assurance (QA) measures involve collecting evidence to demonstrate that the precision and accuracy of the assay data is within generally accepted limits for the sampling and analytical methods used in order to have confidence in resource estimation. Quality control (QC) consists of procedures used to ensure that an adequate level of quality is maintained throughout the process of sampling, preparing, and assaying the samples. In general, QA/QC programs are designed to prevent or detect contamination and allow analytical precision and accuracy to be quantified. In addition, a QA/QC program can disclose the overall sampling and assaying variability of the sampling method itself.

 

Accuracy is assessed by a review of results of Certified Reference Material (CRM) standards, and by check-assaying at external accredited laboratories. Assay precision is assessed by reprocessing duplicate samples from each stage of the analytical process from the primary stage of sample splitting, through to the sample preparation stages of crushing/splitting, pulverizing/splitting, and assaying.

 

QA/QC programs were limited during KBM’s early exploration at Paracatu. The primary QC procedure was the use of inter-laboratory check assays where results from Kinross’ analytical lab were compared with results from Lakefield Research in Canada. Additional check assay work was carried out at the AngloGold laboratories in Brazil (Crixás and Morro Velho).

 

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Kinross Gold Corporation

Paracatu Project

Brazil

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The Kinross lab procedure includes insertion of certified analytical standards (CRMs) and blanks. At least one blank and standard is inserted with each analytical batch of 21 aliquots (from 7 samples). Results are statistically analysed and if they lie outside the acceptable range, all the samples within the batch are repeated. Other checks are also conducted throughout the fire assay process, such as lead recovery to the buttons and silver recovery for the prills. The analyses are repeated if recoveries are below the criteria.

 

Kinross compiles, analyses, and documents results of the QA/QC programs on a campaign by campaign basis. Details on the methods and results from two of the more extensive drill campaigns are described below.

 

11.5Quality Assurance and Quality Control for Drilling Programs

 

Kinross has completed a significant amount of drilling since 2012. A total of 3,097 drill holes with a total length of 148,451 m were completed (Table 11-1). QA/QC results for each program are summarized separately below.

 

Table 11-1: Drilling program summary table

 

Campaign  Year   Diameter  No. Holes   Length (m) 
K12   2012   HTW   307    16,774 
K13   2013   HQ   776    20,768 
K14   2014   HQ   624    20,539 
K15   2015   HQ   616    20,177 
K16   2016   HQ   404    22,999 
K17   2017   HQ   199    27,800 
K18   2018   HQ   119    9,370 
K19   2019   HQ   52    10,025 
        Total   3,097    148,452 

 

From 2012 to 2018 a total of 9,588 coarse blanks of crushed limestone and quartz (silica) and 10,865 standards were analysed at the Kinross, ALS and SGS laboratories, This represents an insertion rate of 13.2% for coarse blanks and 14.3% for the standards.

 

By year, the failure rate of blanks has been between 0.29% and 1.74% (average 0.43%) and for standards the failure rate has been between 1.77% and 16.38% (Table 11-2).

 

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Kinross Gold Corporation

Paracatu Project

Brazil

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Table 11-2: Summary of analytical quality control data - blanks 2012 to 2019

 

Year   Min
Au
(g/t)
   Max
Au
(g/t)
   Average
Au (g/t)
   Accepted
Max Value (g/t)
   No.
Submitted
   No.
Returned
   No.
Pass
   %
Pass
   No.
Fail
   %
Fail
 
 2012    0.005    0.032    0.006    0.032    755    748    735    98.26    13    1.738 
 2013    0.002    0.028    0.004    0.032    973    965    953    98.76    12    1.244 
 2014    0.001    0.028    0.004    0.036    2033    2031    2026    99.75    5    0.246 
 2015    0.001    0.034    0.005    0.036    1577    1555    1553    99.87    2    0.129 
 2016    0.001    0.030    0.005    0.036    1701    1640    1636    99.76    4    0.244 
 2017    0.001    0.026    0.005    0.036    1908    1876    1873    99.84    3    0.160 
 2018    0.001    0.020    0.004    0.036    438    434    433    99.77    1    0.230 
 2019    0.001    0.026    0.004    0.036    339    339    338    99.71    1    0.295 
 Global    0.001    0.029    0.005    0.035    9,724    9,588    9,547    99.57    41    0.428 

 

A significant improvement was observed between 2013 and 2014 (number of failures decreased). (Table 11-3).

 

Table 11-3: Summary of analytical quality control data CRM´s 2012 to 2019

 

Year   Min
Au
(g/t)
   Max
Au
(g/t)
   Average
Au (g/t)
   Certified Value  
(g/t)
   No.
Submitted
   No.
Returned
   No.
Pass
   %
Pass
   No.
Fail
   % Fail   %
Bias
 
 2012    0.433    0.809    0.593    0.608    1567    1565    1407    89.90    158    10.096    -0.025 
 2013    0.529    0.603    0.566    0.564    1242    1239    1036    83.62    203    16.384    0.003 
 2014    0.598    0.678    0.645    0.631    2080    2080    2000    96.15    80    3.846    0.023 
 2015    0.386    0.530    0.454    0.464    1588    1587    1537    96.85    50    3.151    -0.021 
 2016    0.352    0.493    0.420    0.425    1702    1664    1585    95.25    79    4.748    -0.012 
 2017    0.297    0.441    0.354    0.347    1909    1883    1841    97.77    42    2.230    0.020 
 2018    0.425    0.562    0.489    0.483    438    435    421    96.78    14    3.218    0.012 
 2019    0.547    0.758    0.652    0.636    339    339    333    98.23    6    1.770    0.026 
 Global    0.434    0.592    0.507    0.506    10,865    10,792    10,160    94.14    632    5.856    0.002 

 

Analytical results of standards (Figure 11-1) submitted for review to corporate Kinross Technical Services indicate good lab performance.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

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Figure 11-1: Example of geostats standard (G311-3) chart of quality control 2019 YTD.

 

11.6Database

 

Since 2008, all the drill hole and geological data in Paracatu have been collected and stored in acQuire database software, and the LIMS was implemented in 2013. The implementation of both systems promoted a robust process to control information from the field to the laboratories.

 

11.7Comment on Sample Collection, Preparation, Analysis and Security

 

In the opinion of the QP, the sampling methods are acceptable, meet industry-standard practice, and are adequate for mineral resource and mineral reserve estimation and mine planning purposes, based on the following:

 

Data are collected following industry standard sampling protocols
   
Sampling has been performed in accordance with industry best practices
   
Sample intervals used (1 and 3 m) are typical for the gold industry, and these intervals are considered to be adequately representative of the true thicknesses of mineralization at Paracatu
   
The specific gravity determination procedure is consistent with industry-standard procedures
   
There are sufficient specific gravity determinations to support the specific gravity values used in waste and mineralization tonnage interpolations
   
Geochemical sampling covers a sufficient area and is adequately spaced to generate first-order geochemical anomalies, and thus is representative of first-pass exploration sampling
   
Drill sampling has been adequately spaced to first define, then infill, gold anomalies to produce prospect-scale and deposit-scale drill data. In general, the drill collar spacing ranges from 25 m x 25 m, to 70 m x 70 m
   
The QA/QC program incorporates the insertion of blank, duplicate and CRM samples
   
Sample security is ensured by locking samples in appropriate sample storage areas prior to dispatch to the sample preparation facility. At other times, samples are always accompanied by Kinross employees. Chain of custody procedures consist of completing sample submittal forms, which are sent to the laboratory with sample shipments, to make certain that all samples are received by the laboratory
   
No factors were identified in the drill programs that could affect mineral resource or mineral reserve estimation
   
Current sample storage procedures and storage areas are consistent with industry standards.

 

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Paracatu Project

Brazil

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12.DATA VERIFICATION

 

The resource database was reviewed and verified during site visits, a series of verification exercises by different entities and a review of QA/QC results. Results from the QA/QC exercises are presented in Section 11. All other checks are described in this section.

 

Rio Tinto applied a rigorous data verification process at Paracatu where the database was manually verified against original assay and field certificates. Rio Tinto also completed biennial reviews of its procedures and methodology. The 1998, 2000 and 2002 reviews concluded that the procedures met Rio Tinto’s corporate guidelines for resource modelling and reserve estimation.

 

RPM independently verified 10% of the data collected between 1999 and 2004 against original source documents. The holes were chosen at random and any errors against original sources were documented. No significant or material errors were identified. The Kinross geology department recently verified 5% of the data collected between 2010 and 2012 against original source documents. This verification activity also did not identify any concerns regarding the quality or accuracy of the data or database.

 

As part of external auditing in 2006, 2009, and 2012, Roscoe Postle Associates (RPA, 2012) verified the gold values in the database with the assay certificates for a total of 1,192 assays from 13 drill holes. No significant errors were identified. RPA also checked the downhole survey values and found no significant errors.

 

Paracatu has been improving the quality assurance and quality control methods and systems since the completion of 2014. These improvements provide confidence in the integrity of the geological/geochemical database.

 

The QP, John Sims, has reviewed the reports and is of the opinion that the data verification programs undertaken adequately support the geological interpretations, the analytical work and database quality.

 

Data used to support mineral resource and mineral reserve estimates have been subjected to validation, using software triggers that automatically check data for a range of data entry errors. Verification checks on surveys, collar coordinates, lithology, and assay data have also been conducted. The checks are appropriate, and consistent with industry standards.

 

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Paracatu Project

Brazil

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13.mineral processing and metallurgical testing

 

13.1Deposit Mineralogical Characterization

 

In May 2018, a characterization program was completed by SGS Minerals Service in Canada. For this work, four different samples, as described below (C1 to C4) were composited, and prepared for bulk mineralogy and gold deportment studies (Figure 13-1). The four composites represent key groupings of ore characteristics, which are expected to be encountered over the remaining life of mine.

 

·C1 – Sulfur Rich - Zone of more intense alteration based on sulfur content and base metal content, high sulfur grade and enriched in base metals.
·C2 – Upper Oxide - Zone of higher oxidation and low sulfur grade.
·C3 – Lower Alkali - Halo zone or more distal mineralization based on sulfur content and base metal content and increased alkali content.
·C4 – Life of mine – composition based on the proportion of the ore types in the mine remaining to be processed over life of mine.

 

 

Figure 13-1: Sample locations for characterization program

 

The bulk mineral abundance (including clay mineralogy), determined by XRD semi-quantitative analysis, is listed in Table 13-1. The composite samples contain major amounts of quartz (40% to 43%) and mica (31% to 35%), minor amounts of albite and siderite (5% to 10%), and trace amounts (<2%) of ankerite, microcline, pyrite, arsenopyrite, ilmenite, brookite, and possible other minerals. Minor amounts of clay minerals including illite (3% to 4%) and chlorite (2% to 4%) were also identified in the four composites.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

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Table 13-1: Deposit mineralogical characterization

 

Mineral  C1 S-Rich
(wt %)
   C2 Quatzite/Silica
Affected Zone
(wt %)
   C3 Lower
Alkali (wt %)
   C4 Life of Mine
(wt %)
 
Quartz   40.3    40.5    41.3    42.8 
Mica   35.1    34.3    33.6    31.1 
Albite   6.3    6.6    7.3    6.5 
Siderite   5.9    7.5    5.9    4.5 
Microcline   1.4    1.4    1.2    3.7 
Ankerite   1.7    2.0    1.5    0.9 
Pyrite   1.7    0.2    1.9    1.7 
Ilmenite   0.3    0.3    0.4    1.7 
Brookite   0.8    0.7    0.7    0.1 
Arsenopyrite   0.4    0.3    0.3    0.4 
Clay                    
Illite   4.2    4.2    3.2    2.9 
Chlorite   2.0    2.0    2.6    3.8 
TOTAL   100    100    100    100 

 

The overall gold deportment including microscopic gold (presented as liberated, exposed, and locked gold) and submicroscopic gold distribution (%) for all four composite samples, is shown in Table 13-2. These results are based on an approximate P80 of 125 µm for all composites, which was in-line with the flotation feed P80 at the time. In Table 13-2:

 

·Liberated - ≥80% of gold surface area exposure
·Exposed - <80% of surface area exposure
·Locked - A gold grain totally enclosed in another mineral or particle

 

Table 13-2: Gold distribution (C1 – S-rich; C2 – quartizite/silica; C3 – lower alkali; C4 – life of mine)

 

Sample ID  C1   C2   C3   C4 
Sub-Au   2.84    0.98    3.07    3.07 
Mic-Au Contribution to Head Grade (%)   97.2    99.0    96.9    96.9 
Liberated   18.8    24.4    17.3    33.2 
Exposed   24.0    21.5    45.3    16.4 
Locked   54.3    53.2    34.4    47.3 

 

The total amount of microscopic gold in composite sample C4 accounts for 96.9% of the head assay, including liberated (33.2%), exposed (16.4%), and locked (47.3%) gold, with average sizes of 38.4 µm, 3.9 µm, and 1.8 µm, respectively. The main gold minerals found in sample C4 are Au-Ag alloys, including native gold (88%), electrum (8%), and kustelite (4%). The exposed and locked gold is mainly associated with pyrite (63%), moderate amounts with arsenopyrite/silicate binaries (18%), arsenopyrite (17%), and trace (<2%) occurrences with other minerals.

 

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Gold size distribution

 

The mineralogical characterization of Paracatu ROM ore indicates that gold grains are generally fine, F50~14µm and shows that there is a significant difference in the gold grain sizes in the tailings and concentrate products as detailed in Figure 13-2, which shows that the gold with smaller grain size ends up in the tailings.

 

Figure 13-2 also shows the size of the gold grain (D50) at key processing points. For the construction of this flowsheet, different characterization test programs are considered, as referenced below:

 

  · (1) SGS Lakefield (May 2018) / Samples representing the LOM
  · (2), (3) LCT – São Paulo University (April 2018)
  · (4), (5) LCT – São Paulo University (July 2017) / Sampled at Plant I

 

Figure 13-2: Gold grain size – D50

 

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13.2Rougher Tails Characterization

 

In April 2018, a sample from Plant II rougher tails was sent to USP – São Paulo University and characterization was completed to determine the gold association and liberation. Only 37% of gold is exposed and the main association is with sulfide minerals (Figure 13-3). No liberated gold particles were noted in the sample.

 

 

Figure 13-3: Rougher tails mineralogical characterization

 

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Gold and Sulfur distribution by size – Plant II Rougher Tails

 

The particle size distribution shows that most of the mass, gold and sulfur, is below 38 microns. The sample tested was a composite of tailings from July 2019 (Figure 13-4).

 

 

Figure 13-4: Gold and particle size distribution

 

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13.3Leaching

 

CIL solid tails samples were sent annually to AMTEL for characterization in 2011 and from 2013 to 2017 (Figure 13-5). Typically, the samples were collected over a period of about one week.

 

 

 

Figure 13-5: CIL tails characterization from 2011 to 2017

 

For the samples from 2015 and 2016, respectively 56% and 57% of the losses were caused by preg-robbing/borrowing effect.

 

In 2017, characterization analysis also included a CIL feed sample. Comments on the comparison of the CIL feed and tails samples are provided below and details are shown in Table 13-3.

 

·Water-soluble gold salts are insignificant (<0.001g/t); indicating good activated carbon management
·Residual free and attached gold grains carry 20-26% of the CIL Tails grade; or (0.29 g/t Au) in CIL Tails
·Recovery of free and attached gold was 97.4%.
·Enclosed gold grains: carry ~0.15g/t Au, representing 14-18% of the CIL Tails grade
·Sulfide particles larger than 53µm carry on average half of the enclosed gold
·Sub-microscopic gold carries 28-31% of the tails grade
·Surface gold on C-matter contributes 32% of the gold

 

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Paracatu Project

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Table 13-3: 2017 CIL Feed and CIL tails characterization

 

  H3 CIL Feed   H3 CIL Tails 
Form & Carrier Of Au  Au (g/t)   Norm.%   Au (g/t)   Norm.% 
Assayed Grade (g/t)   11.73± 0.55         1.100± 0.052      
Water Soluble Au Salts   -         0.0007    0.1%
Gold particles                    
Free                    
•     >40µm   2.33    20.3%   0.037    3.3%
•     10-40µm   3.45    30.1%   0.062    5.6%
•     <10µm   1.47    12.8%   0.049    4.4%
Attached                    
•     to free sulphides   3.65    31.8%   0.134    12.2%
•     to rock particles   0.08    0.7%   0.005    0.4%
Enclosed                    
•     in free sulphides   0.15    1.3%   0.150    13.7%
•     in rock particles   0.004    0.0%   0.003    0.3%
Submicroscopic Au                    
•     in pyrite   0.110    1.0%   0.123    11.1%
•     in aresenopyrite   0.167    1.5%   0.191    17.2%
Surface Au                    
•     C-matter particles   0.063    0.6%   0.350    31.7%
•     Attrited act.C   -         <0.005      
Total mineralogically accounted gold   11.47         1.105      
% of head assay   97.8%         100.5%      

 

A TOC (Total Organic Carbon) in CIL feed correlation with tails grade was completed in 2017 and indicates that TOC has an impact on the grade of CIL solid tails (Figure 13-6).

 

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Figure 13-6: Hydro (CIL) tails and TOC correlation

 

13.4Clay Minerals

 

Chemical interactions such as weathering or hydrothermal alteration (i.e., mineralization events) between water and rock transform nominally anhydrous materials formed by volcanic and igneous processes into hydrous phases, including clay minerals, which incorporate OH or H2O in their structures (Figure 13-7).

 

 

Figure 13-7: Clay mineral development

 

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Metallurgical testing was undertaken in 2016 to characterize the impact of clay minerals in the deposit on flotation performance. The test work indicated that clay content in the flotation feed above 10% resulted in a negative impact on flotation performance. A program has been implemented to limit mill feed to a maximum clay content of 10%.

 

13.5Gravity and GRG

 

The results of four Extended Gravity Recoverable Gold (E-GRG) tests carried out by SGS and reviewed by FLS are presented in Table 13-4. The GRG is moderate to coarse in size, and highly amenable to gravity recovery. In closed circuit grinding, the largest process risk is over-grinding of GRG to very fine size, leading to high gold losses in the finest fractions.

 

Table 13-4: E-GRG test results

 

        GRG Value 
Ore Type  Grade
(g/t)
   Stage 3 Grind
(micron)
   As-tested
(%)
   Grind Corrected
(%)
 
S-Rich   0.65    107    81.1    78.6 
Quartz- Silica Affected Zone   0.90    120    82.9    82.9 
Lower Alkali   0.71    207    66.8    76.6 
Life of Mine   0.78    157    79.1    90.2 

 

13.6BWI and Throughput Model

 

Bond Work Index (BWI) is measured in an on-site lab. The BWI is estimated in the block model by kriging. Paracatu has run approximately 11,600 BWI tests, and hardness is well defined in the mine model (Figure 13-8).

 

A throughput vs. BWI curve has been developed to predict throughput in the plants based on the ore hardness as estimated by BWI. Continuous improvement principles have been applied to maintain and improve upon predicted plant performance based on the BWI vs. throughput curve.

 

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Figure 13-8: 50 x 50 x 12 m block kriging for BWI

 

Quartzite impact on BWI

 

The quantity of quartzite present has an impact on BWI and other hardness characteristics of the ore. As a result, areas containing meaningful quantities of quartzite are identified in the mine and a processing strategy has been implemented to optimally process these areas.

 

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14.MINERAL RESOURCE ESTIMATE

 

14.1Summary of Mineral Resources

 

Mineral Resources are stated in accordance with the definitions of National Instrument 43-101 – Standards of Disclosure for Mineral Projects (NI 43-101). Mineral Resources have an effective date of December 31, 2019.

 

Mineral Resources are reported using a gold price of $1,400/oz and variable cut-off grades based on BWI and global recovery. Processing recoveries and associated operating conditions were used to generate an optimized pit shell. Mineral Resources are exclusive of Mineral Reserves and are reported between the EOY 2019 projected topography and ultimate pit design (Table 14-1). The Mineral Resources also include Inferred material which is stated separately. Figure 14-1 illustrates the extent of the mineral resource.

 

Inferred Mineral Resources include an estimated 367 koz of gold contained (47,159 kt with 0.2 g/t) in the Santo Antônio tailings deposit (PSAT). The remaining 1 koz (107 kt with 0.3 g/t) of Inferred is in situ material in the resource pit shell.

 

Table 14-1: Mineral Resources exclusive of Mineral Reserves – December 31, 2019

    Tonnes
(kt)
    Gold
(g/t)
    Gold Ounces
(koz)
 
Measured (M)     181,341       0.3       2,001  
Indicated (I)     163,562       0.4       2,072  
M+I     344,903       0.4       4,073  
                         
Inferred     47,267       0.2       368  

 

Notes:

1.Mineral Resources are exclusive of Mineral Reserves.
2.Mineral Resources estimated according to CIM Definitions.
3.Mineral Resources estimated at $1,400/oz Au.
4.Mineral Resources are reported at gold cut-off grade that varies by BWI and global recovery from 0.11 g/t to 0.19 g/t.

 

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Figure 14-1: Plan view location of Mineral Resource estimate cut by ultimate resource.

 

14.2Resource Database

 

Drill hole data are stored and maintained in an acQuire software database. The database is maintained at site and updated as new validated data become available. The drill hole data for the 2019 model were exported as comma separated files (.csv) and imported into Datamine software. A total of 157,482 samples corresponding to 179,016 m of diamond core samples were available to estimate gold mineral resources. Channel and trench samples were not used for the estimation process.

 

Sections 11 and 12 describe the steps to validate the acQuire database. Kinross is confident that the drill hole database is valid and suitable to estimate mineral resources.

 

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The database was accessed by Leapfrog software for implicit modelling. The system is accessed by viewers directly through ODBC links. The .csv files were exported from Leapfrog Geo and imported into Studio RM Datamine and checked in 3D for inconsistencies. No errors were detected. In the export, missing assays value are reported as “-“ (missing values). Assay values below detection limit are reported as 0.001.

 

14.3Geological Model and Estimation Domains

 

In 2018 the domains used for gold estimation were revised in Leapfrog Geo software using the implicit modelling method. Isatis (Geovariance software) was used for geostatistical analysis of raw and composited drill hole assay data and variography. The estimation processes were run in Studio RM Datamine software, using industry-standard interpolation methods.

 

Over the years various estimation domains have been used to constrain the mineralisation at Paracatu. The current estimation domains are based on years of knowledge gained through mining and field work and reflect both the grade continuity and mineralization style.. Table 14-2 summarizes the geological model.

 

Table 14-2: Geologic model units / gold estimate domains

 

Geological Unit Associated wireframe

Rock

(old classification)

Domain codes
high sulfidation d1TR.dm B2 1
low sulfidation d2TR.dm B2 2
mineralized zone d3TR.dm B1/B2 3
quartzite d4TR.dm Q 4
non mineralized d5TR.dm A 5

 

The gold and sulfur data wer regularised to 3 m for the interpretation of the domains. These domains were used as the main geometric control to estimate gold and sulfur (Figures 14-2 and 14-3).

 

The domains are described below:

 

·High sulfur zone or Main zone (D1): Usually gold above 0.5 g/t and sulfur above 1% on average. It has top contact with domain ns low sulfur (D2) and mineralized zone (D3) and base contact with D3.
·Low sulfur (D2): a region of the deposit with marginal contents and less sulfidation. Usually the highest gold grades are more erratic and less continuous. Gold grade is commonly above 0.3 g/t and S% is above 0.8%.

 

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·Mineralized zone (D3): the envelope of mineralization. It is the area of the deposit that coincides with the old definitions of B1 and B2. Gold grade is commonly above 0.1 g/t and S% is above 0.3%.
·Quartzites (D4): a lithological domain that contains quartzite. It was not separated as a geostatistical domain for gold estimation.
·Host rock (D5): the hanging wall and foot wall of the mineralized zone. It has no economically significant gold mineralization.

 

In adition, the domains were subdivided into east and west based on a change in dip. The domains were subdivided to provide ellipsoids with greater continuity (Table 14-3).

 

 

Figure 14-2: Cross section and 3D view of domains for gold estimation.

 

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Figure 14-3: Cross section domains and gold grades.

 

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Table 14-3: Gold subdomains in the resource model

 

Domain Code Subdomain code Associated wireframe Description
1 110 d1neTR.dm Domain 1 side NE
1 120 d1swTR.dm Domain 1 side SW
2 210 d2neTR.dm Domain 2 side NE
2 220 d2swTR.dm Domain 2 side SW
3 310 d3neTR.dm Domain 3 side NE
3 320 d3swTR.dm Domain 3 side SW
5 510 d5neTR.dm Domain 5 side NE
5 520 d5swTR.dm Domain 5 side SW

 

Weathering

 

Weathering models are used for resource estimation and associated variables (clay, ARD, etc.), as well as waste management and environmental parameters. The weathering profile was correlated with the occurrence of clay.

 

The weathering model was updated in 2018 using all validated data and a considerable amount of re-logging of the photographic database. As part of reinterpretation, 917 drill holes were re-logged using the photographic database as shown in Figures 14-4 and 14-5.

 

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Figure 14-4: Schematic weathering profile and correlation with cores.

 

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Figure 14-5: Location of re-logged cores.

 

Quartzite Zone

 

Large quartzite boulders pose a risk at Paracatu as they lead to uncontrolled increases in the BWI of process feed. In 2018, Kinross reviewed all available geological information related to massive quartz occurrences inside and around the pit. Field mapping was used to understand, map and interpret the lateral extension and complex geometry of quartzite lenses in the pit face. A thick (up to 10 m) quartzite lens is present in the north east section of the pit, referred to as the “quartzite zone”. Starting in 2017, Kinross revisited drill core and reinterpreted the quartzite zone. Figure 14-6 shows the model of quartzite lens geometry (L1 - L6).

 

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Figure 14-6: Quartzite model showing lens locations.

 

Acid Rock Drainage (ARD)

 

Net acid producing potential (NAPP) is the acid base accounting method used to determine the likelihood of a material generating acidic conditions. NAPP is calculated from sulfide (S) content and the inherent acid neutralising (ANC) capacity of the material.

 

A negative NAPP indicates an excess of ANC and hence the material is unlikely to acidify (i.e., Non-Acid Forming, NAF) while a positive NAPP indicates a deficiency of ANC and the sample is likely to generate acid (i.e., Potentially Acid Forming, PAF). These criteria were applied to develop the ARD model.

 

14.4Statistical Analysis and Compositing

 

Various tools (Leapfrog Geo, Isatis, Phinar X10 Geo) were used for exploratory data analysis, contact analysis and variography.

 

Gold

 

Of the assay intervals, 83% are of equal length and measure 1 m. Compositing was applied to reduce the variability and ensure the same support. Assays were composited using a 6 m length, which is half of the mining bench height. Composites honoured the mineralized domain boundaries. The small intervals (<3 m) resulting from the compositing were merged to adjust the total length inside the domains. (Figure 14-7).

 

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Figure 14-7: Histograms showing statistics of gold raw data and 6 m composites.

 

Capping analysis was completed on composited data. Capping was assessed by log probability plots, histograms and spatial analysis to ensure that capped samples were not in specific high grade zones or domains (Figure 14-8).

 

Gold assays were capped at approximately the 99th percentile where a break in the distribution was observed in the curve. In the current resource estimate, each domain was analyzed. The maximum capping value is 1.807 g/t for gold in domains D1, D2 and D3. Histograms, cumulative frequency plots and sensitivity analysis (variance vs. cut-off) were examined to determine the impact of the grade cap.

 

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Figure 14-8: Interpolant grade shell showing low continuity of capped values in the deposit.

 

Summary statistics are shown in Figures 14-9 and 14-10.

 

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Figure 14-9: Histograms for uncapped and capped data for Northeast domains.

 

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Figure 14-10: Histograms for uncapped and capped data for Southwest domains

 

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Figure 14-11 shows the distribution of gold samples in relation to the final pit.

 

 

Figure 14-11: 3D view of drill hole gold samples.

 

Density

 

Kinross has collected a large density dataset, primarily from drill hole core. A total of 45,970 records was available by end of 2018, and 37,869 raw data samples were composited to build the spatial density model, which resulted in 36,838 composite samples. Table 14-4 summarizes the density measurements to date.

 

Table 14-4: EOY 2018 - density database summary – raw data vs composite

 

Database  Long Range
Drillholes
  

Short Range

Drillholes

  

Long + Short

Drillholes

   LRS
Samples
 
Density (raw)   1,490    1,776    3,266    37,869 
Density (Comp)   1,490    1,776    3,266    36,838 

 

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The capping analysis was completed on raw length weighted assays. It included a visual review of the probability plots, and a statistical assessment of 99.95th percentiles. Blanks were defined “-“ and filled 0.0001, and later removed from compositing processes. Figure 14-12 shows the density distribution by domain in oxidized and fresh rock weathering zones.

 

 

Figure 14-12: Bimodal histogram showing overall distribution of composited density (SGC) used to update the 2019 resource model.

 

Density measurements for recent drilling use 8-10 cm samples collected every 4 m.

 

Density data are recorded and stored in the acQuire database for use in model estimation. Figure 14-13 illustrates the distribution by domain after density is capped at of 3.8 t/m³.

 

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Figure 14-13: Density block model results by domains.

 

 

Due to the difficulties in measuring density in friable material, a fixed value was assigned, based on in situ tests:

 

·Soil = 1.6 t/m³
·Saprolite = 1.8 t/m³

 

Only the densities of the transition zone and fresh rock domains were considered for estimation. In the case of non-estimated blocks, the mean of the samples of each domain was used:

 

·Transition zone = 2.45 t/m³
·Fresh Rock = 2.75 t/m³

 

The methodology and validation of density estimation is discussed in Section 14.6.

 

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Sulfur

 

Sulfur estimation used the same domains as in gold estimation. Sub domaining was not necessary due to estimation method of dynamic anisotropy.. Figure 14-14 shows the spatial position of sulfur samples.

 

 

Figure 14-14: 3D view of drill hole sulfur samples.

 

Summary statistics for Domain 1 are shown in Figure 14-15.

 

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Figure 14-15: Summary of statistics: Sulfur overall domain 1 (high sulfur) / composite 6 m.

 

ANC

 

ANC was analyzed with a support length of 12 m (Figure 14-16). Figure 14-17 illustrates the spatial distribution of ANC.

 

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Figure 14-16: ANC composite Length.

 

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Figure 14-17: Spatial distribution of the ANC variable.

 

14.5Variography and Continuity Analysis

 

Variography was completed separately for all variables by domain (as required).

 

Downhole variograms, using a lag distance equal to the composite length, were created for each of the domains. From the down hole variograms, the nugget was estimated and applied to subsequent spatial variography for each domain. For gold (and most of the other variables) a 70 m lag distance was used which corresponds with the average distance between drill holes. Different lag distances appeared to generate inferior variograms.

 

Experimental variography was subsequently used to calculate best-fit modeled variography. Data points with fewer than 100 sample pairs in down hole variography or fewer than 350 pairs for spatial variography were ignored. Similarly, calculations were weighted by pairs. Two spherical structures were used for both downhole and directional modeling. Search lag distances and search angles were adjusted to best fit the data and maintain the highest resolution.

 

Only gold variography in this report, but the same methodology has been used for all other variables.

 

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For elements where inverse distance has been used as the estimation technique, variography has still been performed and is used as the basis for the orientation and distances of the search ellipsoid.

 

Gold

 

Variography was completed separately based on the spatial and geologic differences on each side of Rico Creek. The internal low grade zones and the quartzite were included in the encompassing domains. Domain ellipses in the context of the domain and mine surface are shown in Figure 14-18.

 

 

 

Figure 14-18: Search volume and orientation ellipse, isometric view of southwest region of pit

 

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The variogram parameters used for resource estmation are listed in Table 14-5.

 

Table 14-5: Summary of variography for gold domains.

 

Domain  Direction
(axes)
  Nugget
(C0)
   Sill (C1)   Sill (C2)   1st ST
(m)
   2nd ST
(m)
   -Z   +X   -Z 
   Major (U)   0.021    0.012    0.0075    100    700                
D1NE  SMajor (V)   0.021    0.025    0.0053    50    350    -40    0    0 
   Minor (W)   0.021    0.025    0.0053    6    12               
   Major (U)   0.012    0.022    0.0195    80    700                
D1SW  SMajor (V)   0.012    0.022    0.0195    52    700    90    12    65 
   Minor (W)   0.012    0.022    0.0195    12    25                
   Major (U)   0.005    0.00575    0.0067    100    400                
D2NE  SMajor (V)   0.005    0.00575    0.0067    95    200    -40    0    0 
   Minor (W)   0.005    0.00575    0.0067    9    18                
   Major (U)   0.012    0.005    0.003    110    550                
D2SW  SMajor (V)   0.012    0.005    0.003    80    350    90    12    65 
   Minor (W)   0.012    0.005    0.003    12    48                
   Major (U)   0.01    0.014    0.0095    75    600                
D3NE  SMajor (V)   0.01    0.014    0.0095    75    455    -40    0    0 
   Minor (W)   0.01    0.014    0.0095    12    40                
   Major (U)   0.01    0.002    0.0096    100    680                
D3SW  SMajor (V)   0.01    0.002    0.0096    65    375    90    12    65 
   Minor (W)   0.01    0.002    0.0096    12    18                

 

Figures 14-19 through 14-24 show the variograms obtained for each of the domains estimated by ordinary kriging.

 

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Figure 14-19: Variography: Au Domain 1 NE side (110), major, semi-major and minor.

 

 

Figure 14-20: Variography: Au Domain 1 SW side (120), major, semi-major and minor.

 

 

Figure 14-21: Variography: Au Domain 2 NE side (210), major, semi-major and minor.

 

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Figure 14-22: Variography: Au Domain 2 SW side (220), major, semi-major and minor.

 

Figure 14-23: Variography: Au Domain 3 NE side (310), major, semi-major and minor.

 

 

Figure 14-24: Variography: Au Domain 3 SW side (320), major, semi-major and minor.

 

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14.6Estimation Methodology

 

Estimation Parameters Set-Up

 

The 2019 block model was constructed using Datamine software. Parent cell size for the block model is 25 x 25 x 12 m, with a non-rotated block model.

 

The resource block model contains estimates for Au, S, density, and BWI, which support mineral resource and reserve estimation, and strategic business planning. Table 14-6 summarizes the 2019 model variables.

 

Table 14-6: Variables used to build the 2019 MRMR block model

 

Origin Variable Description Estimate method
Block model IJK default block identifier  
XC X centroid  
YC Y centroid  
ZC Z centroid  
XMORIG X origin  
YMORIG Y origin  
ZMORIG Z origin  
XINC X increment - block size  
YINC Y increment - block size  
ZINC Z increment - block size  
NX X count blocks  
NY Y count blocks  
NZ Z count blocks  
Category Litho AH (waste hanging wall), B1 (oxide), B2 (sulfide), AF (waste foot wall) Flagging
WEATHER (N) 1-Soil, 2-Saprolite, 3-Oxidized Rock, 4-Fresh rock Flagging
Oxide oxidation surface: 0 - bellow , 1 – above Flagging
DOM integer domain (1, 2, 3, 4 and 5) Flagging
DOMAIN subdomaining by dip (110/120, 210/220, 310/320, 410 and 510/520) Flagging
Mined 1 - Air, 2 - mined, 3 - 2015 ultimate pit, 4 – resource Flagging
Wireframe flag mag_zone magnetic zone percentile vol
claypct clay percent by wireframe percentile vol
qtzpct quartzite percent by wireframe percentile vol
qtz_tck_mn quartzite thickness – Min

percentile vol

qtz_tck_md quartzite thickness – Mean percentile vol
qtz_tck_mx quartzite thickness – Max percentile vol
wth_pct weathering percentage percentile vol

 

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Origin Variable Description Estimate method
Estimation

 Density

Density ID2
Au kriged Au (g/t) OK
S kriged S (%) OK
H2SO4 kriged H2SO4 (kg/t) OK

 As

kriged As (%) OK
Cu kriged Cu (ppm) OK

 Fe

kriged Fe (ppm) OK
Pb kriged Pb (ppm) OK
Zn kriged Zn (ppm) OK

 Classification

CLASS resource categorization 1 - Measured, 2 - Indicated, 3 - Inferred, 4 – Potential calculated
NAPP net acid potential production (only calculated where ANC is available) calculated
ARD Acid Rock Drainage (NAF, PAF_LC, PAF) calculated
Benefit Function RECV RECV=((P1F*(AU-0.065)/(AU))+(P2F*(AU-0.048)/(AU)))/(P1F+P2F) calculated
P1F proportion planned to feed per year constant 0.178 calculated
P2F proportion planned to feed per year constant 0.822 calculated
COG1 CUTOFF GRADE (CUTOFF GRADE @ RESERVE GOLD PRICE) calculated
COG2 CUTOFF GRADE (CUTOFF GRADE @ RESERVE GOLD PRICE) calculated
DEST DEST - DESTINATION (1-ORE, 2-WASTE, 3-MINERALISED WASTE) calculated
PCAF PROCESSING COST (PCAF = 1.759 + 0.684* (BWI^0.465) calculated
AUREVRV GOLD REVENUE $USD/g (BASED ON RESERVE GOLD PRICE) calculated
AUREVRS GOLD REVENUE $USD/g (BASED ON RESOURCE GOLD PRICE) calculated
REFGR REFINING COSTS $USD/gram calculated
ROYGR ROYOZ - ROYALTY AND SALES TAX $USD/tr. Oz calculated
AUCSG COST OF SALES (REFINING + ROYALTY) $USD/gram (AUCSG=REFGR+ROYGR) calculated
Geometallurgy BLEND Variable to control percent of clay material feeding in the crusher.  calculated
BWI kriged BWI based on QTZ=17.5BWI assumption OK + calculated

 

Gold Estimation

 

Gold estimation was done using Ordinary Kriging. A hard boundary was assumed between the mineralized domains (110, 120, 210, 220, 310, 320) and non-mineralized domains (510, 520). Model Checks were completed for all domains using ID and NN (composited by 12 m). Search volume and estimation parameters are shown in Table 14-7.

 

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Table 14-7: Parameters used to estimate gold domain in the model.

 

    Search Volume   Samples 
Domain   Pass   -Z   +X   -Z   Major   Semi   Minor   Min
samples
   Max
samples
   Max
per
hole
 
   1    -40    0    0    100    50    8    8    12    2 
D1NE    2    -40    0    0    200    100    16    6    10    2 
     3    -40    0    0    400    200    32    4    8    2 
   1    90    12    65    125    100    8    8    16    2 
D1SW    2    90    12    65    250    200    16    6    12    2 
     3    90    12    65    375    300    24    4    8    2 
   1    -40    0    0    133    70    8    8    12    2 
D2NE    2    -40    0    0    266    140    16    6    10    2 
     3    -40    0    0    399    210    24    4    8    2 
   1    90    12    65    183    117    12    8    12    2 
D2SW    2    90    12    65    367    233    24    6    10    2 
     3    90    12    65    733    467    48    4    8    2 
   1    -40    0    0    100    50    8    8    12    2 
D3NE    2    -40    0    0    200    100    16    6    10    2 
     3    -40    0    0    400    200    32    4    8    2 
   1    90    12    65    227    125    8    8    16    2 
D3SW    2    90    12    65    341    188    12    6    12    2 
     3    90    12    65    681    375    24    4    8    2 

  

Density Estimation

 

Density was estimated using the inverse distance squared (ID2) method. Dynamic anisotropy was used to achieve better adjusted interpolation and geometric domain variability. Search volume and estimate parameters are shown in Table 14-8.

 

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Table 14-8: Parameters used to estimate gold domain in the model.

 

X   Y   Z   -Z   +X   -Z   Min
samples
   Max
Samples
 
 200    150    12    -35    0    0    6    16 

 

Sulfur Estimation

 

Sulfur was estimated by ordinary kriging using dynamic anisotropy to achieve better adjusted interpolation and geometric domain variability. Search volume and estimate parameters are shown in Table 14-9.

 

Table 14-9: Parameters used to estimate sulfur domain into the model.

 

X   Y   Z   -Z   +X   -Z   Min
samples
   Max
Samples
 
 250    200    12    -35    0    0    6    16 

 

ARD Estimation

 

ARD was estimated using ordinary kriging controlled by stationary domains. Figure 14-25 shows a typical vertical section in the ARD model.

 

 

 

Figure 14-25: ARD classification in the block model

 

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Bond Work Index Estimation

 

In the 2019 block model, Bond Work Index (BWI or WI) was updated in the quartzite zone only and not estimated in the other domains.

 

BWI is defined as:

 

Es = 10 * WI * (1/√P80 - 1/√F80)

 

Es (specific comminution energy; kilowatt hour per short ton, kWh/T)

 

WI (specific power consumption)

 

Samples for BWI testing are collected during sample preparation of the 1 or 3 m raw samples. Composite samples are based on a 12 m downhole length, representing the current mining bench height. Each composite is composed of a fraction of each metre of sample, after the initial sample is crushed to 3.34 mm. The BWI test is completed at the Kinross Process Laboratory according to the BWI standard test methodology.

 

BWI was weighted by percentage of quartzite estimated in the regular selective mining unit (SMU; 25 x 25 x 12 m):

 

BWI_X= ((20*qtz_pct) + (BWI*(1-qtz_pct)))

 

For places with a significant amount of quartzite, some increment in BWI is observed (Figure 14-26).

 

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Figure 14-26: Quartzite percentage calculated in block model grid (25mx25mx12m).

 

14.7Cut-off Grade and Pit Constraint

 

The 2019 Paracatu resource model was confined by the $1400/oz Au optimized pit shell. The majority of resource blocks within this pit shell are classified as Measured or Indicated.

 

Resources and reserves are reported above a minimum cut-off grade that represents the incremental cut-off. Mining costs are considered during pit optimization to value each block in the resource model when determining the optimum pit. The internal cut-off grade, which does not include sustaining capital costs, represents the cut-off grade once the ore reaches the pit rim and the decision must be made to process it or send it to the waste dump.

 

Ore is processed in one of two plants: Plant I and Plant II. Descriptions of each plant are provided in Section 17 of this report. The resource pit shell was determined using the following assumptions:

 

·Gold prices: US$1,400/oz
·Exchange Rate: 3.50 BRL to US$1
·Mining Cost: US$1.79/t mined

 

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·Process Cost: US$4.01/t ore
·Site Admin Cost: US$0.75/t ore
·Sales and Refining Cost: US$8.41/oz Au
·Royalty: US$19.81/oz Au
·Recovery: 82.0%

 

The Figure 14-27 illustrates the $1400/oz pit shell used to constrain the mineral resource in the Morro do Ouro Paracatu deposit.

 

 

 

Figure 14-27: Plan view of pit shell for Mineral Resource calculated at US$1400/oz.

 

14.8Classification

 

The Morro do Ouro deposit has been assigned the resource classifications of Measured, Indicated and Inferred, as defined by the CIM Definition Standards for Mineral Resources and Mineral Reserves. Kinross has defined the specific criteria for resource classification for the 25 m x 25 m x 12 m block model. These characteristics were used in the Datamine Nearest Neighbor search estimation parameter file, and were estimated throughout the block model:

 

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Measured: A Measured block has three drill holes with at least three assays within a distance of 100 m. A Measured block is assigned the variable “CLASS” equal to 1.

 

Indicated: An Indicated block has at least one drill hole with at least 3 assays within a distance of 200 m. An Indicated block is assigned the variable “CLASS” equal to 2.

 

Inferred: An Inferred block is one which has at least one drill hole with at least 3 samples within a distance of 400 m. An Inferred block is assigned the variable “CLASS” equal to 3.

 

Potential: All remaining drilled blocks within the model extents without drill hole support within 400 m are assigned the variable “CLASS” equal to 4. Potential Resource is not included in the Mineral Resources.

 

Table 14-10 summarizes the classification parameters.

 

Table 14-10: Classification criteria for Measured, Indicated and Inferred

 

Classification  Measured   Indicated   Inferred   Potential 
Estimated variable   AU    AU    AU    AU 
Estimation parameter file   class_ep    class_ep    class_ep      
Search parameter file   class1_sv    class2_sv    class3_sv      
Search condition   100m   200m    400m      
Drillhole condition   >= 3    >= 3    >= 3      
sample condition   >= 3    >= 3    >= 3      
grade condition                  >= 0.001 
CLASS   1    2    3      

  

Figure 14-28 compares the 2017 and 2019 block model classification.

 

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Figure 14-28: Plan view showing the classification in estimated block model constrained by resource pit shell @$1400/oz.

 

14.9Mineral Resource Validation

 

The resultant block model was validated using a number of techniques to confirm the assignment of appropriate variables and grade estimation. These techniques include visual confirmation of block grades with respect to assay grades, statistical comparison with estimation data (composited drill hole data), and a comparative Nearest Neighbor interpolation model. Geostatistics were used to compare global variations in block means, standard deviations, variance and covariance. Swath plots were employed to interrogate local differences in tonnes and grade between models with respect to composited samples used for estimation. No outstanding discrepancies were encountered. Figure 14-29 shows the histogram for Au estimation.

 

Statistical comparisons by domain are shown in Table 14-11.

 

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Table 14-11: Gold composite vs block model by domains.

 

Data  Domain   Count   Min   Max   Mean   Variance   StDev   CV   Median 
Block Model   110    18,544    0.089    1.354    0.497    0.01    0.12    0.24    0.487 
comp6_in   110    6,913    0.003    1.589    0.491    0.04    0.20    0.40    0.458 
Block Model   120    29,440    0.179    1.295    0.560    0.02    0.14    0.25    0.549 
comp6_in   120    5,693    0.005    1.797    0.572    0.06    0.24    0.41    0.535 
Block Model   210    923    0.054    0.552    0.314    0.01    0.09    0.29    0.322 
comp6_in   210    553    0.041    0.744    0.331    0.02    0.15    0.44    0.318 
Block Model   220    18,101    0.119    0.688    0.294    0.01    0.08    0.26    0.284 
comp6_in   220    3,064    0.012    0.841    0.319    0.02    0.14    0.45    0.287 
Block Model   310    53,833    0.011    1.024    0.294    0.02    0.15    0.51    0.266 
comp6_in   310    11,559    0.003    1.100    0.298    0.03    0.18    0.60    0.262 
Block Model   320    38,152    0.009    0.962    0.218    0.01    0.11    0.48    0.196 
comp6_in   320    4,050    0.001    1.100    0.248    0.02    0.16    0.62    0.214 

 

Tables 14-12 and 14-13 summarize statistical comparisons between density and sulfur composites, and block model estimation.

 

Table 14-12: Density composite vs block model by domains.

 

Data  Variable   Domain   Count   Min   Max   Mean   Total   Variance   StDev   CV   Median 
bm_sg_val  SGID    overall    185,187    2.222    3.33    2.749    509,096    0.020    0.134    0.050    2.800 
comp4_sg_all  SGC    overall    36,838    2.101    3.80    2.750    101,319    0.020    0.139    0.050    2.785 
bm_sg_val  SGID    1    54,380    2.294    3.09    2.791    151,790    0.010    0.086    0.030    2.819 
comp4_sg_all  SGC    1    13,641    2.15    3.80    2.782    35,966    0.010    0.098    0.040    2.797 
bm_sg_val  SGID    2    20,457    2.222    3.06    2.783    56,941    0.010    0.089    0.030    2.810 
comp4_sg_all  SGC    2    3,782    2.11    3.80    2.749    10,088    0.020    0.136    0.050    2.788 
bm_sg_val  SGID    3    110,350    2.222    3.33    2.722    300,364    0.020    0.153    0.060    2.791 
comp4_sg_all  SGC    3    15,129    2.101    3.80    2.715    41,372    0.030    0.170    0.060    2.775 

 

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Table 14-13: Sulfur composite vs block model by domains.

 

Data   Variable   Domain   Count   Min   Max   Mean   Total   Variance   StDev   CV   Median 
bm_s_val    SOK    overall    406,824    0.005    1.70    0.69    279,448    0.090    0.300    0.440    0.657 
comp6_s_all    SC    overall    28,086    0.0001    1.84    0.81    22,469    0.180    0.427    0.530    0.832 
bm_s_val    SOK    1    54,500    0.028    1.70    1.14    62,022    0.050    0.230    0.200    1.174 
comp6_s_all    SC    1    10,901    0.0001    1.84    1.12    11,992    0.090    0.293    0.260    1.133 
bm_s_val    SOK    2    20,167    0.143    1.65    0.97    19,508    0.070    0.274    0.280    0.994 
comp6_s_all    SC    2    3,317    0.0001    1.75    0.91    2,915    0.090    0.308    0.340    0.877 
bm_s_val    SOK    3    128,804    0.005    1.37    0.55    70,153    0.100    0.319    0.590    0.589 
comp6_s_all    SC    3    13,868    0.0001    1.31    0.54    7,561    0.130    0.357    0.660    0.607 

 

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Figure 14-29: Histogram and cumulative distribution comparing composite 6m and estimated block model by domain.

 

Sectional validation and swath plot analysis for domain 110 are shown in Figures 14-30 to 14-33.

 

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Figure 14-30: Visual comparison between composite 6 m and estimated block model to domain 1 northeast (110)

 

 

 

Figure 14-31: Histogram and cumulative distribution comparing composite 6 m and estimated block model to domain 1 northeast (110)

 

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Figure 14-32: Swath plot comparison between composite 6m and estimated block model to domain 1 northeast (110).

 

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Figure 14-33: Swath plot comparison between nearest neighbour using composite 12 m and estimated block model to domain 1 northeast (110).

 

Table 14-14 shows the 2019 mineral inventory by cut-off and resource pit shell based on US$ 1,400/oz.

 

Table 14-14: 2019 Mineral inventory constrained by US$1,400/oz resource pit shell.

 

Cutoff  Tonnage (Mt)   Au g/t  Moz 
0.1   983   0.39   12.35 
0.2   885   0.42   11.81 
0.3   579   0.50   9.36 
0.4   403   0.57   7.41 
0.5   262   0.64   5.37 
0.6   142   0.71   3.25 
0.7   64   0.79   1.63 
0.8   24   0.88   0.68 
0.9   8   0.96   0.24 
1   1   1.071   0.04 

 

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Grade-tonnage curve comparison between the new model (2019) and the previous model (2017) is shown in Figure 14-34.

 

 

 

 

Figure 14-34: Grade tonnage curve 2017 vs 2019 updated model constrained by US$1,400/oz pit shell.

 

14.10Ore Control

 

In 2018, blast hole ore control was implemented at Paracatu to support the mine's short term plans. This implementation was consolidated and currently there are short-term models to assist with decisions on material destination from the mine to the plant.

 

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Blast holes are sampled in a grid approximately 5 m by 10 m. The wider spacing direction is aligned with the direction of greatest continuity in the trend of the mineralization. Two thin slices of diametrically opposite sections of the cone are collected from the opened radial trenches. Approxiamtely 10 kg of sample is collected from the blast hole cuttings. These samples are sent to the internal laboratory and analyzed for gold by fire assay.

 

The blast holes are drilled in the open pit benches using conventional blast hole drill rigs (Figure 14-35).

 

 

 

Figure 14-35: Blast hole drill rig (Pit Viper) left side and geology sampling team collecting samples on the drilled cones on the right side.

 

14.11Reconciliation

 

Reconciliation measures the quality of the resource and reserve estimation, planning process, and actual performance. Reconciliation allows us to identify problems and prompt corrective actions.

 

The F1 factor measures the accuracy of orebody knowledge in the reserves to the demarcation of ore and waste by ore control practices (short-term model). The F1 factor may be used to check and calibrate the selectivity of mineral resource models and/or planned dilution assumed in the conversion of mineral resources to reserves. The F2 factor enables a check on unplanned dilution entering the ore stream between ore control and the mill. The F3 factor is the product of the F1 and F2 factors and therefore assesses the ability to recover the tonnage, grade and metal content as estimated in the resource model. The F3 factor provides a good indication of the overall reliability of the resource model.

 

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Kinross has corporate guidleines for each of the reconciliation metrics for different time periods as Table 14-15 (monthly, quarterly and annual).

 

Table 14-15: Kinross guidelines for reconciliation

 

KPI  Month  Quarter  Year 
F1  ±25%  ±15%  ±10% 
F2  ±10%  ±7.5%  ±5% 
F3  ±25%  ±15%  ±10% 

 

Over the last three years, 2017 - 2019, the F1, F2, and F3 factors on tonnage, gold grade, and contained ounces are summarized in Table 14-16. This indicates that the variance is well within the accepted industry standards.

 

Table 14-16: Reconciliation figures for the past three years

 

   F1 (%)   F2 (%)   F3 (%) 
Year  Ton   Grade   Oz   Ton   Grade   Oz   Ton   Grade   Oz 
2017   100    99    99    100    91    91    100    90    90 
2018   100    101    101    101    91    92    101    92    93 
2019   98    103    101    103    96    99    101    99    100 

 

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14.12Estimate Acceptance

 

The Qualified Person (QP) is responsible for determining the resource classification of the Morro do Ouro mineral estimate (i.e. Inferred, Indicated or Measured).

 

The characteristics, as outlined in Section 14.10, were calculated within the block model as a function of the mineral resource estimation process utilizing a Datamine™ macro routine. The attribute “CLASS” was calculated into each block for this purpose. This resource estimation was reviewed by Racquel Kolkert, Director, Resource Geology and John Sims, SVP and Chief Geologist, Mineral Resources & Brownfields.

 

Kinross is not aware of any environmental, permitting, legal, title, location, socio-economic, marketing, and political or other modifying factors which could materially affect the open pit Mineral Resource estimate.

 

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15.MINERAL RESERVE ESTIMATE

 

The Mineral Reserve for the Paracatu open pit mine was estimated using a planning model derived from the 2019 resource model, as discussed in Section 14.

 

The mineral reserves, effective December 31, 2019, are solely based on the Measured and Indicated mineral resources, which correspond to Proven and Probable Mineral Reserves shown in Table 15-1.

 

Table 15-1: Proven and Probable Mineral Reserves – December 31, 2019

 

  

Tonnes

(kt)

  

Gold

(g/t)

  

Gold Ounces

(koz)

 
Proven   518,934    0.4    7,428 
Probable   28,354    0.4    355 
Reserve Stockpile   30,735    0.3    278 
Total Reserve   578,023    0.4    8,060 

 

Notes: 

1.Mineral Reserves estimated according to CIM Definitions.
2.Mineral Reserves estimated at $1,200/oz Au.
3.Stockpile balances above the reserve cut-off grade is considered as reserve and it includes estimated PSAT gold production in 2020.
4.Mineral Reserves are reported at gold cut-off grade that varies by BWI and global recovery from 0.16 g/t to 0.24 g/t.

 

The economic assumptions used in the optimization process are detailed in Table 15-2.

 

The life of mine plan and Mineral Reserves include one year (2020) of tailings for reprocessing (from the Santo Antônio facility). Tailings reprocessing operations are expected to continue after 2020, but given limitations on drilling and sampling, only one year’s worth of production can be characterized with sufficient confidence for inclusion in the mine plan and Mineral Reserves.

 

15.1Basis of Reserve Estimate and Pit Optimization

 

An economic pit shell generated at a gold price of $1200/oz, with cost criteria, metallurgical recoveries, geologic and geotechnical considerations guides the final pit design. The economic pit shell used to define the final pit limits was created using Datamine’s NPV Scheduler software (NPVS). NPVS uses the pseudo-flow algorithm to define blocks that can be mined economically.

 

The program then creates an economic shell based on the following information:

 

·Starting topography

 

·Overall slope angles by geotechnical sectors

 

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·Metallurgical recoveries by gold grade

 

·Geologic grade model with gold grades, density and lithology

 

·Incremental vertical bench mining cost

 

·Downstream costs, such as gold refining, freight and marketing

 

·Sustaining capital for future equipment replacements and tailings dam expansion

 

·General and Administrative costs applied to processing

 

The optimization parameters are detailed in Table 15-2. The Mineral Reserve estimate was prepared using the projected December 31, 2019 topography

 

Table 15-2: Pit Optimization parameters

 

Optimization Parameter  Cost /
Assumption1
   Unit
Ore Mining Cost (at 740 reference bench)2   2.10   US$/t mined
Waste Mining Cost (at 740 reference bench)3   1.83   US$/t mined
Incremental vertical bench mining cost   0.02   US$/t mined/bench
         
Base Process Cost (Considering BWI = 13 kWh for reference)   4.01   US$/t processed
Site Admin   0.75   US$/t processed
Sustaining Capital (Process + Site Admin)   0.08   US$/t processed
Sustaining Capital (Tailings)   0.77   US$/t processed
         
Gold Price   1200   US$/oz
Selling cost   28.23   US$/oz
Discount rate   5   %

 

Notes: 

1.Pit optimization parameters are based on the most recent strategic business plan costs developed in 2019 and may differ slightly from the estimated costs stated in this report but within acceptable range.
2.Includes sustaining capital/capitalized maintenance.
3.Includes sustaining capital/capitalized maintenance. Lower than ore mining cost due to wider drill and blast patterns and lower cost.

 

Mineral Reserves are stated within an ultimate pit design at cut-off grades that are based on BWI, operating costs and metallurgical recovery.

 

Slope parameters based on geotechnical considerations were applied to the pit design along with ramps and geotechnical catch benches, and subsequently used to generate overall slope angles. The overall slope angles used in pit optimization are shown in Table 16-3.

 

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Mineral reserves incorporate appropriate allowances for mining dilution and mining recovery based on the selected mining method and SMU dimensions of 25x25x12 m.

 

15.2Recovery

 

The recovery formula considers fixed tailings grade per plant. Plant I tails grade is 0.065 g/t and Plant II tails grade is 0.048 g/t. Plant I feed represents 18% of total mill feed and Plant II represents 82%.

 

Plant I = ((gold grade - 0.065) / gold grade)

 

Plant II= ((gold grade - 0.048) / gold grade)

 

Hydrometallurgical recovery = 91.4%

 

Global Recovery = (18% * Plant I + 82% * Plant II) * Hydrometallurgical recovery

 

15.3Mining Costs

 

The mine operating costs used for pit optimization include ongoing major mine equipment sustaining capital costs.

 

The top-down discount method was used during pit optimization. This is a procedure based on multiplying the block value by a discount factor that is a function of the annual cost of capital, an estimate of the average annual vertical advance rate of mining, and the relative depth of the block. This method simulates the actual mine plan discounted cash flow that is burdened with up front stripping costs and aids in the selection of a higher value pit.

 

15.4Process Costs

 

The processing cost includes fixed and variable operating costs, process sustaining capital, and tailings storage facility capital.

 

The Process operating cost is expressed as a function of BWI as follows:

 

Process Operating Cost = 1.759 + 0.684* (BWI^0.465)

 

The process sustaining capital and tailing storage facility capital is US$0.08/t and US$0.77/t respectively.

 

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15.5Selling Costs

 

Royalty and Sales Taxes represent 1.5 % of the net revenue. Refining costs are based on budget figures developed in 2019 for 2020.

 

15.6Cut-Off Grade

 

Cut-off grade (COG) varies based on processing cost driven by BWI, and metallurgical recovery is driven by head grade. Reserve COG ranges from 0.16 g/t and 0.24 g/t. Table 15-3 ilustrates the calculation using an average BWI of 13 kWh and head grade of 0.44g/t.

 

Table 15-3: Mineral Reserve cut-off grade calculation

 

Area  Units  Cost 
Total Ore Cost  US$/t ore   5.61 
         
Refining/Sales  US$/oz   8.41 
Royalty  US$/oz   19.81 
Total  US$/oz   28.22 
         
Gold Price  US$/oz   1,200 
Recovery  %   82.0%
COG  g/t   0.18 

 

15.7Comment on Mineral Reserves

 

Muhanad Jalil, a professional engineer registered with the Association of Professional Engineers and Geoscientists of Saskatchewan and Director of Technical Services at Kinross Paracatu, has certified that, to the best of his professional judgment, the Mineral Reserve estimates have been prepared in compliance with NI 43-101, including the CIM Definition Standards incorporated by reference, and conform to generally accepted mining industry practices.

 

The results of the economic analysis to support Mineral Reserves represent forward looking information that is subject to a number of known and unknown risks. These uncertainties and other factors may cause actual results to differ materially from those presented here. Areas of uncertainty that may materially impact mineral reserve estimation include:

 

· Commodity price and exchange rate assumptions;

· Capital and operating cost estimates; and

· Geotechnical slope design criteria for pit walls.

 

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Brazil

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16.MINING METHODS

 

16.1Mining Operations

 

The Paracatu operation consists of an open pit mine, two process plants, two tailings facilities, and related surface infrastructure and support buildings.

 

At Paracatu, ore hardness increases with depth and, as a result, modelling the hardness of the Paracatu deposit is important for costing and process throughput parameters. Kinross modeled ore hardness based on Bond Work Index (BWI) analyses from diamond drill samples. KBM estimated that blasting of the Paracatu ore would be necessary for blocks with a BWI greater than 8.5 kWh/t.

 

As mining progresses to the southwest area of the pit, it is necessary to increase hauling capacity because of waste stripping. Currently the truck fleet consist of 25 CAT 793 and the life of mine peak is 35 trucks in 2024.

 

16.2Mine Design

 

The design process for the open pit mine at Paracatu began by completing a series of pit optimizations in order to create a pit shell that would form the basis for the open pit design.

 

Pit optimization was completed using Datamine NPV Scheduler (NPVS). The mining sequences are developed using Deswik CAD software.

 

Table 16-1 shows the Cumulative Grade-Tonnage contained in the design pit.

 

Table 16-1: Grade and tonnage values in the design pit

 

Cutoff
Grade
(Au g/t)
 

Tonnes

(kt)

  

Grade

(Au g/t)

  

Au

(koz)

 
0.2   550,401    0.44    7,821 
0.3   415,118    0.50    6,681 
0.4   286,040    0.57    5,249 
0.5   184,971    0.64    3,791 
0.6   99,787    0.71    2,286 
0.7   45,597    0.79    1,164 
0.8   17,029    0.88    480 
0.9   5,263    0.96    163 

 

Open pit design parameters consider the operating costs, process recovery, metal price and pit slope angles. The parameters used for this exercise are shown in Table 16-2.

 

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Table 16-2: Base case open pit design parameters

 

Assumptions and Inputs  Unit    
Economic Assumptions        
Au Reserve Price  US$/oz   1,200 
Brazilian Reais to US$  BRL   3.50 
Production Assumptions        
Production Rate / Day - Plant I  t/day   22,439 
Production Rate / Day - Plant II  t/day   105,354 
Total Material - Mine  t/day   220,000 
Mining Dilution  %   0%
Mining Recovery  %   100%
Recovery Assumptions - Plant I  %   Section 15.2 
Recovery Assumptions - Plant II  %   Section 15.2 
Mining Cost Assumptions (Incl. Sust. CapEx)        
Increment/Bench Below (Reference Bench 740)  US$/t mined/bench   0.02 
Ore mining cost (at 740 reference bench)  US$/t mined   2.10 
Waste mining cost (at 740 reference bench)  US$/t mined   1.83 
Average mining cost (at 740 reference bench)  US$/t mined   2.00 
Processing Operating Cost Assumptions        
         
Processing Costs  US$/t processed   1.759 + 0.684* (BWI^0.465) 
Other Operating Cost Assumptions        
Site Admin Costs  US$/t processed   0.75 
Refining and Shipping Costs  US$/oz   8.41 
Royalty Costs @ $1,200 Au  US$/oz   19.81 
Sustaining Capital Cost Assumptions        
Mining Cost (e.g., Fleet Replacement)  US$/t moved   0.40 
Process Cost (e.g., Process and Tailings Pond)  US$/t processed   0.85 
Geotechnical* Overall Slope Angle        
Slope Sector Name/Number        
1  Degrees   26.6° 
2  Degrees   38.8° 
4  Degrees   47.2° 
5  Degrees   50.6° 
6  Degrees   54.0° 
         
(* See Geotechnical Section for more detail)        

 

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The open pit design criteria are summarized below:

 

·Bench Height 12 or 24 m
·Bench Face Angle 45 to 75°
·Berm Width 8 to 12 m
·Berm Interval 20 m
·Inter-ramp Angles (Weathered Rock)       38.8°
·Inter-ramp Angles (Fresh Rock)   49.2 to 56.4°
·Inter-ramp Angles (Soil)    26.6º

 

Haul roads and in-pit ramps were designed to be 40 m wide with a gradient of 10%. A typical road cross-section is shown in Figure 16-1.

 

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Figure 16-1: Typical haul road profile

 

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Figure 16-2 shows the mining phases and the mining license.

 

 

 

Figure 16-2: Mining phases

 

16.3Geotechnical Considerations

 

The pit slope angles used in the pit optimization are based on an independent geotechnical report by Knight Piésold (2015) and reviewed by Jerry Ran (Director, Geotechnical, Kinross). These pit slope angles are shown in Table 16-3. For reference, Figure 16-3 gives a visual indication of the different slope regions in the Paracatu mine pit and their corresponding azimuths.

 

Table 16-3: Pit slope angles used in open pit mine optimization

 

               IRA   OSA1,2 
   Bench height (m)   Berm Width (m)   Face Angle   2015 Inter-Ramp Slope Angle   2017 Overall Slope Angle 
North Sulphide   24    9.5    65    49.2    47.2 
West Sulphide   24    9.5    75    56.4    54.0 
South Sulphide   24    9.5    70    52.8    50.6 
Soil   12    12    45    26.6    26.6 
Saprolite   12    8    60    38.8    38.8 

 

1 OSA Includes 2-20m safety step outs(= 9.5m+10.5m)

2 No ramps assumed in final wells

 

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Figure 16-3: Slope regions in Paracatu pit

 

16.4Production Schedule

 

The mine operates 24 hours a day, 365 days a year. Production rates vary by BWI. The life-of-mine (LOM) schedule is shown in Table 16-4, which will be depleted in 2031.

 

Table 16-4: Paracatu LOM mining schedule

 

  Ore   Waste   Mined   Rehandled   Moved 
Year  (kt)   (kt)   (kt)   (kt)   (kt) 
2020   50,598    37,463    88,061    14,354    102,415 
2021   50,536    40,800    91,336    11,463    102,799 
2022   48,510    39,886    88,396    10,996    99,392 
2023   48,879    32,939    81,818    10,774    92,592 
2024   47,154    34,093    81,247    10,144    91,391 
2025   46,751    45,941    92,692    12,911    105,603 
2026   46,482    44,128    90,610    18,770    109,380 
2027   44,316    32,046    76,362    9,465    85,827 
2028   38,703    38,281    76,984    23,700    100,684 
2029   41,335    26,054    67,389    32,907    100,296 
2030   46,524    7,856    54,380    12,816    67,196 
2031   37,499    2,972    40,471    8,161    48,632 
Total   547,287    382,459    929,746    176,461    1,106,207 

 

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Table 16-5 shows the processing schedule for the Project, which includes tailings reprocessing.

 

Table 16-5: Paracatu life of mine processing schedule

 

Plant I
  Tonnes   Recovery   Grade   BWI   Au Produced 
Year  (kt)   (%)   (g/t)   (kWh/t)   (koz) 
2020   8,575    77%   0.41    12    87 
2021   8,995    77%   0.42    12    94 
2022   9,126    78%   0.43    13    97 
2023   8,701    77%   0.42    12    92 
2024   8,393    78%   0.44    14    92 
2025   8,513    78%   0.43    13    92 
2026   8,841    78%   0.44    12    98 
2027   7,888    79%   0.49    15    100 
2028   8,133    78%   0.44    14    90 
2029   8,746    76%   0.39    13    83 
2030   8,169    79%   0.49    14    103 
2031   6,747    79%   0.46    12    79 

 

Plant II
  Tonnes   Recovery   Grade   BWI   Au Produced 
Year  (kt)   (%)   (g/t)   (kWh/t)   (koz) 
2020   40,867    80%   0.41    12    431 
2021   41,540    81%   0.42    12    455 
2022   40,875    81%   0.43    13    456 
2023   40,179    81%   0.42    12    445 
2024   38,760    81%   0.44    14    443 
2025   39,311    81%   0.43    13    445 
2026   40,829    82%   0.44    12    472 
2027   36,428    83%   0.49    15    478 
2028   37,557    82%   0.44    14    433 
2029   40,390    80%   0.39    13    403 
2030   37,722    83%   0.49    14    492 
2031   31,158    82%   0.46    12    379 

 

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PSAT
  Tonnes   Recovery   Grade   BWI   Au Produced 
Year  (kt)   (%)   (g/t)   (kWh/t)   (koz) 
2020   11,580    54%   0.24    12    49 
2021                         
2022                         
2023                         
2024                         
2025                         
2026                         
2027                         
2028                         
2029                         
2030                         
2031                         
Total   11,580    54%   0.24    12    49 

 

Total Combined
  Tonnes   Recovery   Grade   BWI   Au Produced 
Year  (kt)   (%)   (g/t)   (kWh/t)   (koz) 
2020   61,022    75%   0.38    12    567 
2021   50,536    80%   0.42    12    549 
2022   50,001    80%   0.43    13    553 
2023   48,879    81%   0.42    12    537 
2024   47,154    81%   0.44    14    535 
2025   47,824    81%   0.43    13    537 
2026   49,670    81%   0.44    12    569 
2027   44,316    82%   0.49    15    578 
2028   45,689    81%   0.44    14    523 
2029   49,136    79%   0.39    13    486 
2030   45,891    82%   0.49    14    595 
2031   37,905    81%   0.46    12    457 
Total   578,023    80%   0.43    13    6,488 

 

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16.5Waste Rock

 

Paracatu has completed two waste dumps, Sul and Oeste. By the end of the mine life, another two dumps will be completed: the Central (in-pit) and the Ex-Pit dumps. Golder Associates (2018) developed conceptual designs for the Central and Ex-Pit dumps. Knight Piésold (2018) developed a feasibility design for the Ex-Pit waste pile.

 

The Central waste dump is planned to receive both NAF (Non-Acid Forming) and PAF (Potentially Acid Forming) material. Waste encapsulation is planned for this dump using soil and saprolite. In the current plan, encapsulation is predicted to take place from 2029 to 2031.

 

The external waste dump is located on the North West side of the ultimate pit. This dump will be required once the in-pit waste dump does not provide sufficient capacity for waste deposition in the life-of-mine plan. These dumps will only receive NAF (Non-Acid Forming) material. The deposition in these piles begin in 2020.

 

The temporary waste dump will store soil and saprolite only. The purpose of this pile is to stockpile material required for closure of the in-pit dump. This structure is not planned to remain once mine operation is shut down. Figure 16-4 shows the wastes dumps.

 

 

Figure 16-4: Waste dumps

 

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16.6Equipment

 

The production fleet consists of twenty five Caterpillar 793 haul trucks. In 2020, the Caterpillar 793 fleet will expand to twenty eight trucks.

 

The loading fleet consists of three Caterpillar 992 loaders, four Caterpillar 994 loaders and two Caterpillar 7495HD shovels. In 2020, the Caterpillar 7495HD fleet will expand to three shovels.

 

The diesel-powered drill fleet consists of two Atlas Copco DM45 rigs, two Atlas Copco DM50 rigs, one Bucyrus 35R and one Atlas Copco ROC D7. Shovel and drill fleets will be replaced with comparable units upon retirement.

 

Mine equipment currently in use is summarized in Table 16-6.

 

Table 16-6: Current Paracatu mine equipment schedule

 

Equipment Type   Quantity   Model
Haul Truck   25   Caterpillar 793D
Loader   2   Caterpillar 992G
Loader   1   Caterpillar 992K
Loader   4   Caterpillar 994F
Shovel   2   Caterpillar 7495HD
Blasthole Drill   1   Atlas Copco Roc-D7
Blasthole Drill   1   Ingersoll-Rand DM45
Blasthole Drill   3   Ingersoll-Rand DM50
Blasthole Drill   3   Pit Viper – PV271
Dozer   2   Caterpillar D10
Dozer   7   Caterpillar D11

 

16.7Personnel Requirements

 

Paracatu operates 24 hours per day, 365 days per year, with 2 x 12h shifts to ensure continuous operation. The administrative team works Monday through Friday from 7:20 am to 5:20 pm and observes national holidays. Personnel requirements for the LOM schedule are shown in Table 16-7.

 

Table 16-7: Operations personnel requirements

 

Area  2019-2023   2024-2030 
Mining   436    413 
Processing   455    399 
Site Admin   147    144 
Total   1,038    956 

 

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17.RECOVERY METHODS

 

17.1Process Description

 

Paracatu has two processing plants known as Plant I and Plant II. Plant I has operated continuously since 1987 and Plant II since 2008. Paracatu has been reprocessing tailings since 2015 (described in Section 24).A general flowsheet is shown in Figure 17-1.

 

 

 

Figure 17-1: Paracatu general flowsheet

 

17.2ROM Crusher

 

The primary crusher is located in the open pit. Run-of-mine (ROM) ore is delivered by haul trucks to the 480 t crusher dump hopper. An apron feeder withdraws ROM ore from the dump hopper and feeds an MMD 1300 Series Twin Shaft Sizer. The MMD sizer crushes the rock from a maximum size of 1,300 mm to a nominal size of 350 mm and discharges material directly onto a sacrificial conveyor, which in turn discharges onto the 1.8 km overland conveyor.

 

A stationary hydraulic rock breaker located at the MMD sizer feed chamber is used to break oversize rock that may be delivered. The MMD sizer can be removed from its operating position to a maintenance position by use of a winch and slide rails.

 

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Stockpile

 

The crushed ore is sent to a covered ore stockpile with a rectangular “A” frame. Ore is delivered to the stockpile by a tripper conveyor. The stockpile provides 45,000 t of live volume. The volume of this stockpile can reach 282,000 t when dozers push ore to its borders.

 

The reclaim tunnel has six variable speed belt feeders. The reclaim tunnel has a bag house, dust collector and escape tunnel.

 

17.3Plant I

 

Plant I has operated continuously since 1987 and underwent expansion upgrades in 1997 and 1999. In 2018, the plant processed 8.25 Mt at a BWI of approximately 13.9 kWh/t.

 

P1 Crusher

 

The Crushing circuit consists of four independent parallel operating lines (A; B; C and D), each consisting of a primary screen (Metso – 8’ x 20’), a primary crusher (APSM Hazemag), a secondary screen (Metso – 6’ x 16’) and a secondary crusher (HP300). The lines are fed with front end loaders with material from the Plant II stockpile and pebbles from Plant II.

 

The crushing circuit product has a P80 of 12 mm.

 

Grinding

 

The grinding circuit consists of four primary ball mills with 4.5 m diameter by 5.7 m long Effective Grinding Length (EGL) and 1.8 MW gearless drives, one secondary ball mill with 5 m diameter by 7.6 m long EGL and 3 MW drives and one rod mill used to regrind the primary ball mill’s oversize (Figure 17-2).

 

The ball mills operate in closed circuit with hydrocyclones (GMAX20).

 

The grinding circuit is operated to produce a product with a particle size distribution with a P80 of 150 microns.

 

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Figure 17-2: P1 grinding circuit (4 x Primary ball mill; 1 x Secondary ball mill ; 1 x Rod Mill)

 

Flotation and Regrind

 

The grinding circuit product, cyclone overflow, feeds the rougher flotation circuit consisting of Wemco (10 cells of 42.5 m3 each); Outokumpu (4 cells of 16.5 m3 each); and Smartcells (4 cells of 127 m3 each). A portion of the rougher concentrate is fed to a Knelson Concentrator (QS48).

 

The cleaner flotation circuit, Outokumpu cells (5 cells of 16.5 m3 in operating) receives the concentrate from the rougher circuit.

 

The cleaner tails are refed to the rougher flotation feed, while the rougher tailings are discharged to the tailings dam.

 

The cleaner concentrate feeds dewatering thickener, which is subsequently fed to a regrinding circuit consisting of two ball mills (220 kW and 130 kW) operated in closed circuit with hydrocyclones. A portion of the cyclone underflow is treated by a Knelson concentrator (XD30). The regrinding circuit product at a P90 of 45 µm is directed to a dewatering thickener. Dewatered slurry is directed to the Hydro (CIL) circuit for further processing.

 

Concentrates from the Knelson concentrator are processed in an Acacoa intensive leaching system. The thickener overflow water returns to the Plant I grinding circuit.

 

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17.4Plant II

 

Plant II was developed as part of the Paracatu Expansion III Project and consists of one in-pit crusher (MMD toothed roll type), a 1.8 km conveyor to a covered stockpile area, one 20 MW semi-autogenous grinding (SAG) mill and two 13 MW ball mills.

 

Subsequently, a 15 MW third ball mill was installed in June 2011 and a fourth 15 MW ball mill was installed in August 2012.

 

In 2018, the plant processed 35.4 Mt of ROM at a BWI of approximately 13.9 kWh/t.

 

Grinding

 

The Plant II grinding circuit consists of one 11.6 m diameter by 6.7 m long Effective Grinding Length (EGL) SAG mill with a 20 MW gearless drive, two 7.3 m diameter by 12.0 m long EGL with 13 MW drive and two 8 m diameter by 12.8 m long EGL ball mills with 15 MW drive. The ball mills are equipped with dual pinion gear drives. The SAG mill operates in open/closed circuit with a trommel screen and vibrating screen, and the pebbles have the option to be fed to Plant I (open circuit) or back to the SAG (closed circuit).

 

Oversize rejects from the SAG mill are transferred to the SAG mill feed conveyor by three pebble conveyors in series when operated in closed circuit. When it operates in open circuit, the oversize rejects are transferred by a conveyor to the Plant I crushing circuit.

 

SAG mill discharge screen undersize and trommel screen undersize flow to a pump box from which are pumped to the ball mill circuits. Each ball mill operates in closed circuit with a set of hydrocyclones. The grinding circuit is operated to obtain a nominal flotation feed particle size distribution with a P80 of 150 μm. Cyclone overflow reports to the flotation circuit, while underflow reports back to the ball mill.Two liner handlers are provided for the SAG mills and the ball mills. One liner handler services the SAG mill and the other services the four ball mills. Jib cranes are located at each mill feed end to transfer new liners and scrap liners between the floor area and the liner handlers.

 

A 100 t capacity overhead crane with a 25 t auxiliary hoist is provided for the grinding bay.

 

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Flotation, Gravity and Regrinding

 

The flotation rougher circuit receives fresh feed plus circulating load from cleaner flotation cells.

 

The rougher circuit consists of 24 rougher flotation cells, arranged in four rows of six cells each, which are fed by cyclone overflow from the grinding circuit. The cells are 160 m3 tanks fitted with self-aspirating mechanisms. Reagents (collectors and frother) required for rougher flotation are supplied from reagent tanks to head tanks in the grinding circuit, fitted with metering pumps adding reagents to the grinding hydrocyclone overflow launder.

 

First rougher concentrate is processed by three Knelson concentrators (QS48). The rougher concentrate is treated in a cleaner circuit consisting of two rows of five self-aspirated 60 m3 tank cells. Cleaner tailings flow to a pump box and are pumped by a horizontal slurry pump to the rougher flotation feed distribution box. Cleaner concentrate is collected in a single pump box and pumped by horizontal slurry pumps to the dewatering thickener. Water from thickener overflow returns to the ball mill discharge boxes and the dewatered concentrate is then fed to a vertimill (13.5 m high, 931 kW vertical stirred type) where it is ground to 90% passing 45 microns. The mill operates in closed circuit with ten 254 mm diameter hydrocyclones (GMAX26). A Knelson concentrator (Model XD40) treats the circulating load (underflow) of the vertimill.

 

The vertimill product, hydrocyclone overflow, reports to the dewatering thickener. Dewatered slurry is directed to the Hydro circuit for further processing.

 

The gravity concentrates are transported to the Hydro (CIL) Plant for further processing in an Acacia reactor.

 

17.5Hydro

 

Carbon in Leach

 

Hydro receives the flotation concentrate from Plant I and Plant II. The typical concentrate gold grade is 10-15 g/t and total sulfur content is 20-25%. The concentrate is fed to an agitated pre-aeration tank where lime is added to adjust the pH to approximately 10.5. Pre-aeration residence time is approximately four hours and CIL residence time is 30-40 hours. The CIL circuit consists of 8 tanks with a volume of 750 m3 each.

 

Oxygen is injected into the pre-aeration tank using a fillblast system to increase the dissolved oxygen concentration to approximately 9-10 mg/L. The slurry flows by gravity through an eight stage CIL circuit. Cyanide is added into the first CIL tank and is adjusted to a concentration of approximately 700-750 mg/L NaCN. The cyanide concentration is allowed to decrease down the CIL circuit, reaching 150-200 mg/L NaCN in the final tank. The leached slurry passes out of CIL 8 into the 2x cyanide treatment tanks (250 m3 each).

 

The tailings slurry is treated for cyanide destruction in an agitated tank using ammonium bisulfite and oxygen.

 

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Carbon Elution and Regeneration

 

Loaded carbon is transferred out of CIL twice a day. The loaded carbon is screened and flows by gravity to an acid washing column. The carbon is treated with 5% hydrochloric acid for 4 hours to remove calcium carbonate deposits and other inorganic contaminants. Spent acid is neutralized with sodium hydroxide before discarding it to the tails pump box. From the acid wash vessel (1 column, 14t capacity; 36 m3) carbon is pumped to the elution columns (2 columns, 14t capacity; 36 m3). The elution cycle operates with a 0.2% sodium cyanide and 2-3% sodium hydroxide solution at a temperature of 140°C and a pressure of 300 kPa for approximately eight hours. After elution is complete, carbon is pumped to the regeneration kilns. Two electrically powered kilns with 600 kg/h of capacity each, regenerate the carbon at 700°C. Regenerated carbon is screened to remove fines before being reintroduced to the CIL circuit.

 

Intensive Cyanidation

 

Gravity concentrates produced from the Plant I and Plant II gravity circuits are treated by intensive cyanidation. Plant I gravity concentrate is treated in an Acacia CS2000, while Plant II concentrate is treated in an Acacia CS8000. The pregnant leach solution from the Acacia systems are pumped to the electrowinning circuit. The solids residue from the Acacia system is sampled and pumped to the CIL circuit.

 

Electrowinning and Refining

 

Pregnant solution from elution is combined with the solution from the gravity circuit and is pumped to four electrowinning cells, which are sludging cathode type and were fabricated by Summit Valley; Model 125 EC33; 3.5 m3 each. Periodically, the cathodes are cleaned using a high pressure washer and the gold-bearing sludge is recovered by a filter press. The resulting filter cake is dried, mixed with fluxes, usually borax, soda ash and occasionally sodium nitrate and fed to electric induction furnaces. The doré metal and slag separate in the furnace, and the slag is poured off into slag pots. The doré metal is then poured into bars.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

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18.PROJECT INFRASTRUCTURE

 

Paracatu infrastructure and services have been designed to support an operation of 61 Mt/a. The mine site consists of two processing plants, related mine services facilities (truck shop, truck wash facility, warehouse, fuel storage and distribution facilities, reagent storage and distribution facilities), and other facilities to support operations (safety/security/first aid/emergency response building, assay laboratory, plant guard house, dining facilities, offices, etc.). The site infrastructure layout is illustrated in Figure 18-1.

 

18.1Access

 

Access to the mine site was initially through the town of Paracatu, which sits on the border of the southern side of the pit. However, as traffic to the mine intensified over time, the town requested a change to the access road route. After receiving governmental authorization in 2011, KBM constructed a road directly from the BR-040 highway west of the mine to the mine and plants. The paved road has four lanes that are separated by a median and its 3.4 km length is exclusively for mine traffic.

 

18.2Power

 

The mine draws its power from the Brazilian national power grid which is largely based on hydroelectric power generation. Kinross is connected to the 500 kV national grid via a 500 kV/230 kV substation owned by the mine. A 230 kV transmission line, approximately 34 km long, feeds the mine from this substation. This transmission line is connected to substation 43-SE-501 located at the mine site which subsequently feeds the Plant II distribution system at 13.8 kV and Plant I transmission line at 138 kV. The 138 kV Plant I transmission line feeds a 138 kV/13.8 kV substation located at Plant I, which subsequently feeds the Plant I distribution system.

 

Kinross obtains power for Paracatu from hydroelectric plants owned by Kinross (self-generation) and power purchase contracts in the open market.

 

Self-Generation

 

In 2018 Kinross acquired Barra dos Coqueiros (BCO) and Caçu hydro power plants (Figure 18-2) located on the Claro River in the neighbouring state of Goias, approximately 660 km west of Paracatu. The Claro River is a tributary of the Paranaiba River which is a major river in the country. The power is “wheeled” from these generating plants to Paracatu using existing transmission infrastructure and market mechanisms.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

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Figure 18-1: Site infrastructure

 

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Brazil

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Both plants are “run of the river” facilities and have been in operation since 2010 with a total installed capacity of 155MW (BCO-90 MW; Caçu-65 MW). They are expected to supply approximately 70% of Paracatu’s future power needs. The BCO plant has 2 Kaplan turbines (originally manufactured by Alstom), each with a rated capacity of 45 MW and 36 m nominal hydraulic head. The Cacu plant has 2 Kaplan turbines (originally manufactured by Alstom), each with a rated capacity of 32.5 MW and 27 m nominal hydraulic head. Both plants have 230 kV transmission line (owned by Kinross - 2 km for BCO and 29 km for Cacu) connections to the national grid electrical substation. The operation and maintenance of the plants is contracted to an established external provider specializing in such services. Kinross has implemented a comprehensive dam safety management plan for both sites. The operating concessions for both plants expire in 2037, after Paracatu’s mine life is expected to end.

 

The acquisition allows Kinross to significantly lower AISC costs at Paracatu by eliminating approximately 70% of future power purchases. Part of the savings is due to lower regulatory charges for self-generation. As typical with hydroelectric generation, these plants are expected to have relatively low operating costs.

 

Power Purchase Agreements

 

The remaining 30% of Paracatu’s power demand will be fulfilled by established power marketers under fixed term power purchase agreements. In order to reduce risk and provide flexibility, these purchases are based on a portfolio approach with a combination of short and long term contracts from a number of marketers.

 

Emergency Power

 

In addition, the mine has a small emergency power capability, used for critical process equipment that cannot be curtailed, such as thickeners and CIL tank agitators.

 

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Paracatu Project

Brazil

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18.3Water

 

The main water sources for KBM operations are run-off water collected in the mine sumps, run-off water collected in the tailings dam catchment basins, recirculated effluent from processing activities, and make-up water from streams and wells. The majority of process water is captured and maintained in the mine sumps and tailings catchment basins during the rainy season for use during the dry season. The current operating plan has all water in mine sumps pumped to the plants continuously with Eustáquio recycle water pumping set to the desired rate to maintain total demand.

 

 

 

Figure 18-2: Kinross-owned hydroelectric generating stations

 

Main water losses outside of process uses are from evaporation, water trapped in the tailings, percolation to groundwater, seepage from the tailings dam toe drains which maintain the ecological water flows of downstream creeks, pumping to Rico Creek to maintain ecological flow and using water for dust control around the mine and surface infrastructure.

 

Make-up water is pumped from four local streams and 13 wells. River flow rates vary seasonally and the pumping is performed when flows exceed nominal stream flows, as specified in the extraction permit. The São Pedro stream can be pumped at a rate between 1,130 m³/h and 1,598 m³/h over a 24 hour period. The Santa Rita/São Domingos streams are permitted for 24 hour pumping rates between 317 m³/h and 508 m³/h from both. Additionally, the wells are permitted for 24 hour pumping rates of 1500m³/h. A pipeline connects the catchments at the streams and wells to the existing reservoir at the São Domingos pumping station. Water from the São Domingos pumping station is pumped to the Santo Antônio Tailings Dam for storage until it is used. Another make-up water source is from Banderinha stream, which is permitted for 24 hour pumping rates of 900 m³/h during the rainy season (April to October) and is discharged to the Eustáquio Tailings Dam.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

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19.MARKET STUDIES AND CONTRACTS

 

Kinross typically establishes refining agreements with third parties for the refining of doré bars. The Company retains marketing experts in-house to facilitate the sale of bullion on the spot market or as doré. The terms contained within the refining contracts and sales contracts are typical and consistent with standard industry practice, and are similar to contracts for the supply of bullion and doré elsewhere in the world.

 

20.ENVIRONMENTAL STUDIES, PERMITTING, AND SOCIAL OR COMMUNITY IMPACT

 

20.1Environmental Studies and Management

 

KBM is constantly seeking excellence in its occupational health and safety, environmental and social responsibility system. The site maintains certifications in ISO 14001, OHSAS 18001, SA 8000 and is in compliance with the International Cyanide Management Code.

 

Environmental analyses focus on operations in the KBM mining license area and related facilities. An Environmental Impact Control Plan (PCA) has been implemented to ensure compliance with environmental permits and best practices. This plan focuses on such topics as air and soil quality, noise and vibration control, preservation of waterways, re-vegetation and tree canopy planning, the safety and hygiene of workers, and reclamation projects as well as occupation proposals and future use of the areas affected by mining. The key aspects and environmental impacts addressed in the plan include deforestation, relocation of mammals and birds, soil removal and compaction, dust mitigation, fossil fuel emissions, rainwater runoff, noise and vibrations from operations and blasting, and changes to the landscape.

 

KBM’s environmental performance report was updated in 2016 in the context of its last operation license renewal and it reflects the changes in mining activities, processing, and final disposal of waste and tailings.

 

Tailings

 

Tailings management programs at Kinross operations incorporate best-in-class standards, align with guidance from the Mining Association of Canada, Canadian Dam Association and the International Commission on Large Dams. The programs incorporate best practices such as periodic independent reviews and detailed Operating, Maintenance and Surveillance (OMS) Manuals.

 

The Paracatu Mine contains two tailings storage facilities; the older Santo Antônio Tailings Storage Facility (SATSF) and the newer Eustáquio Tailings Storage Facility (ETSF). These facilities contain flotation tailings (non hazardous tails) which are the biggest part of the tailings generated in the industrial plants. The tailings dams for both facilities are constructed from compacted earthfill, with modified centerline construction, internal chimney drains and foundation drainage blankets. The dams are classified as “B” (low risk, high consequence) under Brazilian law.

 

The Engineer-of-Record for the Paracatu TSFs, Knight Piésold, provides technical direction on behalf of Kinross, and verifies that the facilities meet appropriate design standards and that the facilities are constructed and operated per the design. The Engineer-of-Record has concluded that “Tailings management at the Paracatu mine has followed a high level of quality and integrity” and that the dams “meet or exceed international standards for dam safety” (Knight Piésold, 2019).

 

The Santo Antônio Dam is located north of the pit and processing plant. The tailings were deposited from the upstream side of the facility, which created a beach upstream of the main embankment. The facility construction began early in the operation of the mine and has been expanded with successive raises of the main embankment dam. The dam material is a clay and silty material from borrow areas downstream of the dam. The dam has reached its ultimate crest elevation of 676 m, and tailings deposition ceased in August 2015.

 

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Paracatu Project

Brazil

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Until 1997, the tailings deposited in Santo Antônio were entirely from B1 oxide ore and were classified as non-acid generating. Since then, Santo Antônio received a blend of tailings of B1 oxide ore and B2 sulfide ores. KBM has added limestone to the tailings in Santo Antônio to aid in neutralizing acid generated in the facility.

 

Run-off is captured in the impoundment pond area. The spillway is located on the southeast abutment of the main embankment.

 

Seepage of water through the tailings embankment flows through a passive treatment system installed in Santo Antônio Creek just downstream of the main embankment. The passive treatment system consists of limestone gravel, which increases the alkalinity of the water passing through it, and induces metals to precipitate out of solution as the water becomes more alkaline. Flow rates and quality are monitored and reported to the environmental agency.

 

A final drainage system was completed in 2019 with 13 chutes along the embankment.

 

In 2015, KBM developed and concluded the feasibility studies for reprocessing part of the tailings in Santo Antônio. The exploration survey showed an opportunity to reprocess the upstream area. In October 2015, KBM started the PSAT (Processing Santo Antônio Tailings) project mining the area using haul trucks and reprocessing the tailings in the industrial plants.

 

In 2017, KBM started to mine the area using hydraulic mining and pumping the tailings pulp to the industrial plant. The two different mining methodology are called PSAT Pumping and PSAT Hauling. The first one uses water cannons to enable the tailings to be pumped as a pulp. Where the tailings are dryer, the mining is performed with excavators and regular haul trucks. The KBM current plan is to resume discharging tailings in Santo Antônio after PSAT is concluded, completing the closure design.

 

The project aims to improve gold recovery as well as to reduce the sulfide content in the tailings. The project was expanded to Eustáquio TSF, where the same methodology applies, with both hauling and pumping activities. The project at Eustáquio is called PET (Processing Eustáquio Tailings).

 

The Santo Antônio borrow areas have been progressively reclaimed. Most part of the 450 ha has been regraded and planted with seeds and seedlings. Drainage channels have been implemented in the main critical areas (three drainage channels installed up to 2019) and regular vegetation maintenance is carried out each year.

 

The new Eustáquio tailings facility was commissioned in 2012. It has a planned footprint of 1,300 ha, significantly expanding KBM’s water storage and tailings capacity. The dam is being constructed in stages and has a planned final design crest up to a level of 740 m. In 2013, a passive treatment system was installed in the Eustáquio creek slightly downstream of the dam. This system is similar to the one installed at the Santo Antônio Tailings Storage Facility (TSF).

 

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Paracatu Project

Brazil

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The Eustáquio Tailings Storage Facility (ETSF) is located northwest of the open pit and west of the existing SATSF. The valley in which it is located runs north and south. The main embankment runs east and west. There are also two smaller embankments: Dam A runs north to south, and the Saddle Dam runs east-northeast to west-southwest. The facility limits with Specific Tank 12 in the south.

 

The operational spillway at ETSF is located on the east abutment of the main embankment, and it will be raised in tandem with the embankment lifts. The operational spillway is designed for the Probable Maximum Precipitation (PMP) (400 mm in 24 hours). The tailings maximum elevation is designed to provide a 1 m freeboard below the spillway invert. The spillway invert is 2 m below the embankment crest. The spillway is designed to have a 300 mm freeboard when conveying the PMP flow. Depending on the abutment characteristics, the spillway can be constructed on the main embankment as well as on the Saddle Dam abutment.

 

Tailings deposition has been performed at two points through the use of the PL 30 and PL 20 pipelines. The first one is upstream of the main embankment while the second one is close to the Dam A embankment. There is a causeway or dike located in the impoundment area which prevents tailings deposited by the PL 20 pipeline to ingress into the bay where the barge is located. The barge is a metal structure with pumps and other infrastructure that is used to recycle water back to the process plants. The Eustáquio reservoir complements the storage capacity provided by the Santo Antônio reservoir.

 

One of the permitting conditions for the ETSF is to maintain an ecological flow of 160 m3/hr of water to Eustáquio Creek. The water is currently supplied by springs diverted around the tailings facility and by seepage of water through the tailings embankment. The water flows through a passive treatment system installed in Eustáquio Creek just downstream of the main embankment, similar to the system at SATSF. In 2020 KBM plans to maintain the ecological flow of Eustáquio Creek with other freshwater sources already granted. In that sense, the toe drain water will be pumped and recirculated in the process.

 

In 2018, KBM renewed its Operational Permit (LO Nº 016/2018) granted from the Environmental Regulatory Authorities, which covers mining activities, waste stockpiling, ore treatment, tailings disposal, tailings reprocessing, solid waste treatment and disposal and fuel stations. This permit is valid until March 2028.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

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Acid and Cyanide Management

 

To reduce the potential of tailings to produce acid, sulfur levels in tailings is reduced via floatation during the gold recovery process. Concentrated sulfur material is placed in lined ponds (referred to as specific tanks).

 

Since 1991, Morro do Ouro mining has been conducting research applied to the control of acid rock drainage (ARD). In 1994, a dedicated laboratory was installed on-site to conduct kinetic tests to evaluate the long-term acid generation potential and investigate potential covers and the required environmental controls.

 

In 1998, Morro do Ouro site started mining the B2 sulfide ore and already had its processing and environmental processes defined from the ARD research program. This included the use of a geological model with PAF and NAF materials information to manage the waste and sulfur grade in the ores fed in the plant, the segregation of the sulfides in the flotation process and stoichiometric addition of limestone to prevent acid generation from residual sulfides contained in the final tailings to be discharged in the dams. As KBM improved the research and data acquisition capacity, these controls have been reviewed and improved.

 

Since 2004, KBM has maintained passive treatment systems in the springs located around the Morro do Ouro Mine, aiming to ensure the surface water quality of the areas surrounding the mine. These systems are called alkaline drains and promote the correction of the spring pH by limestone (dolomitic gravel), increasing the alkalinity and favoring the precipitation of metals and metalloids. Also, to assure the water quality around the mine, all stormwater is collected and maintained within the pit. This water is used for dust control and in the industrial process.

 

A small fraction of the mill feed is recovered as sulfide concentrate. After gold recovery by cyanide leaching, the residual solids (sulfide tailings), including the residual cyanide solution, are permanently stored in lined waste repositories referred to as “specific tanks” that were specially designed to prevent leakage into the groundwater and any contamination of the environment. The potential liabilities of these tailings are related to the high sulfide mineral content and the concentration of cyanide. The total cyanide concentration averages below 50 ppm, following the International Cyanide Management Code.

 

There have been 12 tanks constructed in the KBM site for sulfide concentrate tailings storage. Tanks 1 through 11 have been covered (with exception of Tanks 9B and 10 which are planned to be covered in the following years) and Specific Tank 12 is currently in operation. Tank 12 was designed to be progressively raised and will be used to end of mine life.

 

The current management of these sulfide tailings, including the installation of composite liners in the specific tanks and sub-drains to intercept and collect any potential leakage, is considered to provide appropriate containment. The final cover will be completed on reclaimed specific tanks as part of the closure process. At present, there are eight specific tanks that have been closed with an initial compaction layer. The final cover design of specific tanks will be implemented. KBM has re-processed the tailings disposal at specific tanks I and II, and completely removed the contained sulfur concentrate.

 

KBM has used cyanide as part of its final hydrometallurgical carbon-in-leach (CIL) circuit, where it is used to leach the gold into solution. Prior to discharge of tailings, cyanide levels are reduced below 50 ppm as required by the "International Cyanide Management Code for the Manufacture, Transport, and Use of Cyanide in the Production of Gold".

 

In recent years, KBM has implemented a series of improvements to reduce cyanide consumption, including the implementation of automatic feed systems, which has reduced the consumption of this reagent in kg/t ore processed.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

Dust, Vibration and Noise Management

 

In the last few years, KBM has implemented many actions regarding dust, vibration and noise control, seeking continuous improvement in compliance with internal standards and local legislation.

 

Air emissions from mining occur primarily as fugitive dust from mining, transportation, waste rock handling and ore crushing from the in-pit crusher.

 

In order to minimize emissions from fugitive dust from the mine, KBM operates water trucks 24 hours per day. Dust suppressant (polymer) is also applied annually to avoid particulate dispersion due to wind disturbance. Additionally, some roads are covered with laterite or coarse limestone to reduce dust generation.

 

In the Plant I crusher, dust is controlled by the use of water sprinklers and Venturi scrubbers. In the in-pit crusher, the dust generated during ore unloading is controlled by a water spray system at various points in the hopper. In addition, a polymer called Golden West is used to bind the finest dust particles together. The stockpile is covered to avoid dust dispersion and contains water sprays to limit dust generation.

 

Frequent inspections of dust control systems are performed. A program of Opacity Measurement is in place to standardize and facilitate the inspections.

 

In addition to dust-generating mining activities, there are also point source stack emissions from on-site facilities that perform carbon regeneration, electro-winning, smelting and laboratory processes. Emission controls such as bag filters and gas washers are used at the point sources and an annual emission inventory is maintained on-site.

 

Other control actions in the mining operation area are:

 

·Rehabilitation of impacted areas;
   
·Water sprinkling on main access roads;
   
·Control and optimization of vehicle traffic;
   
·Use of water sprinklers on conveyor belts (ore transfer points) and crushers;
   
·Mine planning with control of the average transport distance;
   
·Operational control of mine clearance activity observing predominant wind direction; and
   
·Application of polymers in areas where they will not be plowed and in waste piles and rehabilitation of waste piles located near the community.

 

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Paracatu Project

Brazil

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As explosives are required for blasting, KBM has an air pressure and vibration management program.

 

All mine planning takes the noise and vibration impacts associated with blasting into consideration. To minimize disturbance, the daily blast occurs at 3:00 pm on weekdays only, as per an agreement with the residential community. Any changes to this schedule are agreed upon with the community prior to blasting. KBM uses the best technologies and procedures to minimize the amount of vibration in the city of Paracatu. These procedures include careful planning of blast layout patterns and consideration of wind direction to avoid carrying dust towards the city. Monitoring is carried out at strategic points in the neighborhoods surrounding the mine during the time of blasting. There is a community monitoring program in place in which community members are trained to follow up on the monitoring. This brings transparency and reliability to the relationship with the community.

 

KBM adopts continuous daily noise monitoring from 7 pm to 6 am. All acoustic measurements are performed by a contractor in accordance with the recommendations of ABNT (Brazilian Standards). The noises generated in the mine are due to the operation of equipment, machinery, heavy vehicles, dismantling, ore and waste transportation and other activities inherent to the operation of the enterprise.

 

In order to reduce the noise levels associated with mining activities, KBM conducts a series of precautions such as:

 

·A mine plan that optimizes truck routes and areas mined during day and night;
   
·Equipment reverse alarms are disabled during the night shift;
   
·Equipment maintenance;
   
·Deepening of the pit;
   
·Acoustic barrier between the boundary of the pit and the vicinity of the residential community. Besides reducing the noise level in the residential community, this barrier also minimizes the visual impact of the mine.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

20.2Permitting

 

Brazilian environmental policy is executed at the federal, state and municipal levels of public administration. Coordinating and formulating the Brazilian Environmental Policy is the responsibility of the Environmental Ministry. Directly linked to this body is the National Environmental Council (CONAMA), the deliberative and consultative board for environmental policy. CONAMA’s responsibility is to establish the rules, standards and guidelines so that environmental licensing can be granted and controlled by the state and municipal environmental agencies. These agencies are part of the National Environmental System (SISNAMA), and the Brazilian Institute for the Environment and Renewable Resources (IBAMA). IBAMA is the government agency under the jurisdiction of the Environmental Ministry and is the agency responsible for executing Brazilian Environmental Policy at the federal level.

 

The basic environmental impact assessment process is initiated with the collection of baseline data following the submission of a conceptual mine plan. Baseline data collection is followed by a formal Environmental Impact Assessment (EIA). The Environmental Impact Report (RIMA) is a summary of the EIA presented in language adequate for public communication and consultation. The EIA and RIMA are made available for public review and comment during the public hearings.

 

Once the EIA/RIMA process is complete, there are three components of the Environmental License that must be completed. The License is issued by the State Agency (SUPRAM NOR) in an integrated process that includes the Forest Agency (IEF), Water Agency (IGAM) and Environmental Agency (FEAM). This integration was consolidated in the Minas Gerais State in 2007 with the creation of eight Regional Agencies. KBM reports to the office in Unaí, located 100 km from Paracatu. The additional permits required for the Environmental License are described below.

 

Previews Permit (LP) - This is relevant to the mining project’s preliminary planning stage. The permit contains the basic requirements of the municipal, state and federal agencies for soil use during the location, installation and operation stages.

 

Requirements must meet regulations, criteria and standards set out in the general guidelines for environmental licensing issued at the State Level (DN 217/2017), providing there is no conflict with federal level requirements.

 

The Mining Plan and the EIA/RIMA are technical documents required in order to obtain the Previews Permit. This process is concurrent with the request for a mining concession.

 

This phase is related to the environmental feasibility and contains the location and technological alternatives of the project. It also contains an environmental and social assessment, potential impacts inherent to the activities and programs to control these impacts.

 

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Paracatu Project

Brazil

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Installation Permit (LI) – This authorizes the installation and implementation of the mining project according to the specifications in the approved Environmental Control Plan. The LI can be requested only after the completion of the LP. The Environmental Control Plan (PCA) is based on the impacts registered in the EIA. This plan is required for the Installation Permit and the land clearing (deforestation) permit to be issued. At this stage, a closure plan is made and submitted to the ANM for approval.

 

Operating Permit (LO) – This authorizes the start of permitted operation activities according to what was established in the Preview and Installation Permits. The LO has a duration of 10 years and can be renewed. The revalidation permit is granted after the submission of the Environmental Performance Report (RADA) and its evaluation by the environmental agency (SUPRAM NOR). During the operating phase of the Project, the Annual Mining Report (RAL) is submitted by the Company for the approval of the ANM. In the closure phase, after the decommissioning, restoration and environmental monitoring operations have been completed, the Company applies for a Conformity Certificate from the environmental agency and ANM. As part of these permitting requirements, KBM must submit an environmental report.

 

In 2017, Mina Gerais State updated the environmental licensing legislation (COPAM 217/2017) including the possibility of a concomitant process where LP, LI and LO are analyzed and issued together. The update also included the Simplified Licencing category (LAS), which is conducted in a single stage which can include only the information registration or the submission of a simplified environmental report (LAS-RAS).

 

The Operation Permit (LO) for a 61 Mt/a throughput pit was granted in July 2010. In 2018, KBM has renewed its Operational Permit (LO Nº 016/2018) granted from the Environmental Regulatory Authorities, which gathered in one single document the permit for mining activities, waste stockpiling, ore treatment, tailings disposal, tailings reprocessing, solid waste treatment and disposal and fuel stations. Deforestation required to enable the above-mentioned activities is also part of the permit. Before LO Nº 016/2018, all of these activities used to be permitted in different documents. This permit is valid until March 2028.

 

Besides the main permit, KBM has granted the LP+LI+LO N°048/2017 (concomitant licensing) for Non-ferrous Metallurgy in primary forms valid until September 2027; LON°049/2017 for the ore conveyor valid until September 2027; and LAS-RAS N°094/2018 for reprocessing tailings at TSFs valid until March 2028.

 

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Paracatu Project

Brazil

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In August 2019, KBM was granted with LP+LI+LO nº 071/2019 for pit optimization. This permit includes the expansion of the pit (phases 13, 15, and 17) and also permitted an ex-pit waste rock dump.

 

Besides environmental permits, KBM also owns and manages water grants for different purposes related to its activities, for example, water storage and pumping from the TSFs; stream channeling/interference (alkaline drains); collective water grant for pumping; pit dewatering; stream deviation; and grants for hydrological research (Acqua Project).

 

Following the pit expansion permitted through the LP+LI+LO nº 071/2019, as KBM will increase the drainage area of the pit, a new grant request was submitted for pit dewatering considering this new scenario. The process is in its final stages of analysis and it is expected to be approved by early 2020.

 

Due to the drought experienced in past years, KBM started in 2015 to look for other alternatives for water supply to guarantee its production while causing less impact on other water users. The Acqua Project started with hydrogeological research and mapping in areas surrounding the site. An important karstic aquifer was identified. Wells and piezometers were installed and since 2015, wells were granted with a hydrogeological permit to integrate into KBM’ water supply system. In 2018 KBM initiated the process to request the final grant to the agency.

 

As part of the operating permit renewal process, the agencies complete a comprehensive review of KBM Paracatu’s environmental and operating performance over the previous four years and determine if the site has been in compliance with its obligations.

 

20.3Social and Community-Related Requirements

 

Given the proximity of the mine to the city of Paracatu, the primary concern for community impact relates to dust, vibration and noise, as discussed above. KBM Paracatu also has various projects designed to focus on the community, with the goal of preserving the cultural identity of the region and supporting community health and education.

 

KBM coordinates an external communication strategy aiming to improve the relationship with communities and stakeholders as well as to facilitate the information process with the public. In 2018, KBM also strengthened its open dialogue on social media, and has been working proactively and transparently on its channels. KBM has expanded its participation in social media, increasing the number of engagements, as well as creating a new profile on the Instagram social network.

 

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Paracatu Project

Brazil

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KBM also holds a visit program called Inside Kinross, receiving different groups of visitors every Wednesday and every last Saturday of the month. Visitors include students from schools, universities, civil organizations and any community member interested in knowing the process from the inside.

 

Another program is the Dialogue Committee for Solutions. Representatives of neighbor communities attend the meetings. The Committee also monitors and discusses KBM environmental monitoring processes, the Company's social and environmental projects, and guidelines to be reported in the community journal, made for these communities.

 

One of the practical outcomes of the Dialogue Committee for Solutions was the training of residents of KBM neighborhoods as volunteers of the Environmental Monitoring Program. KBM employees conduct training with these participants, who also accompany the entire technical scope and operation of the rock blasting activity. With this, volunteers are at the same time gaining knowledge and working with residents' associations.

 

Another important social action is the Integrar Program, which has four pillars: Education, Culture, Environment, and Job and Income Generation. The program has a long term perspective, aiming to bring long term results for the city and communities.

 

Other programs include the Local Vendor Prioritization Program; Suppliers Training Program; Social Program with Quilombola Communities; Archaeological, Historical and Cultural Heritage Management Program; and Paracatu Springs Protection.

 

20.4Mine Closure Requirements and Costs

 

KBM has a comprehensive and updated closure plan that includes an estimation of closure cost. The plan is based on the closure plan strategy developed by Knight Piésold (2015). The cost estimates are reviewed annually while the written plan is reviewed every four years to reflect changes and updates. The closure plan covers all affected areas including the mine pit area, tailings dams, and ponds that are used to dispose of the sulfide concentrate. KBM is committed to implementing specific measures to safely close down its facilities as described below.

 

Mine Pit Area

 

Oxidized or non-sulfide areas will be reclaimed by direct treatment of the surface (grading) and growing of grass and legume species. Sulfide-exposed areas will receive a cover of waste material and soil to act as a capillary break and prevent acid mine generation. A drainage system for controlling runoff water will be implemented and maintained until the reclaimed areas become stable. A pit lake will be formed in the west part of the mine. The Company conducted hydrogeological studies to identify the potential risk of impacting groundwater flow and quality. These studies recommended reducing the exposure time of sulfides and addressing poor water quality by pumping water from the tailings dam to the pit lake. Those studies are frequently reviewed and consider both water balance and water quality analysis.

 

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Paracatu Project

Brazil

NI 43-101 Technical Report

 

Tailings Dam Areas

 

The closure of the tailings dam areas will occur in a progressive way approaching the end of operations. The first phase is a partial closure of Santo Antônio Dam, which has already been started. For this facility, KBM has concluded the executive plan, which defines the areas to be covered (downstream area) and the area to form a lake. KBM has started reclamation of the dam wall and borrow areas, covered and revegetated 65% of the covered area and completed the final drainage system on the embankment as per closure executive design.

 

Field experiments were conducted in 2016 on the surface of the tailings to study cover thickness for closure. A 1.5 m cover of saprolite is currently planned to be placed over the tailings placed in the basins. This cover will considerably reduce the risk of exposing any residual sulfides contained in the tailings materials to atmospheric oxygen and reduce the risk of generating acid drainage.

 

Upon conclusion of PSAT, the area will be partially filled again with flotation tailings to enable the formation of a lake on top of the basin. A relief channel will be constructed to interconnect the PSAT and barge lakes. The barge lake is connected with the embankment spillway. The ecological flow to Santo Antônio Creek will be maintained and the passive treatment system, which treats the seepage from the tailings embankment, will also be maintained. Following Engineer-of-Record recommendations and recent legal requirements regarding water storage in dams, it is planned to lower the spillway level of Santo Antônio, from its current 673 masl to 668 masl.

 

For Eustáquio Tailings Dam, closure and reclamation activities are expected to be conducted only in the final years and after operations. The deposition pipes will be dismantled and disposed of at an offsite facility. The remaining ponded water will be located in the center of the facility where a lake will be formed. The border areas, especially the zone upstream of the embankments, will have dry cover (saprolite cover). A relief channel will be constructed to connect the pond to the permanent emergency spillway. The tailings beach will be covered and revegetated as with Santo Antônio. The ecological flow to Eustáquio Creek is to be maintained. A surface drainage network will be installed on the downstream embankment faces. The embankment faces and borrow areas will be revegetated. Reclamation of the inactive borrow areas is underway, conforming the topography and revegetating the surface.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

CIL Sulfide Concentrate Specific Tanks

 

The sulfur concentrate disposal facilities (“specific tanks”) require a special strategy for closure in order to prevent atmospheric exposure and potential acid generation.

 

The specific tanks that have not yet been closed will be covered and revegetated once they have reached capacity. Specific Tank 12 will be covered with flotation tailings or other inert material at the end of mine life, and will be incorporated into the final tailings deposition within the Eustáquio Tailings Facility. The area will be covered and revegetated in the same manner as the tailings beaches of Eustáquio.

 

Studies from 2012 developed a cover design for specific pond closure considering a complex cover. It considered a trafficability layer of oxide material directly over the tailings, followed by a thin layer of coarse material (ground limestone or saprolite) to act as a capillary break, topped with a clay layer, followed by a layer of fine silt material. Finally, an organic soil would be placed on the top of the surface and selected grass and legume species would be planted. This concept is being reviewed by field experiments and engineering designs in order to optimize material requirements and cover execution.

 

In order to reduce the seepage of water to lower levels, and to prevent erosion, a drainage system to collect and divert runoff water will be installed. Periodic maintenance of surface drain systems and of re-vegetation will be required for at least five years after the closure of the specific ponds to ensure sustainable reclamation.

 

Buildings and Ancillary Facilities

 

Any remaining buildings that would not be demolished, and ancillary facilities such as roads, power lines and pumps, will be offered to local Paracatu authorities for municipal use.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

Future Land Use and Sustainability of Closure

 

KBM intends to integrate its closure strategy with local expectations, but there will be restricted use of some areas (sulfide mined areas, tailings dams and specific ponds). Future potential land uses include the development of parks and the potential for areas to be used for educational and recreational purposes.

 

KBM has started a detailed process of studies and planning for future use. In 2019 the first Future Use workshop was conducted with the senior leadership of the Company where the issue was discussed and the first results of the studies were presented. A risk-based analysis was performed considering six potential alternative uses (Agriculture and Fish Farming, Environmental Conservation, Tourism and Preservation of Historical Mining Heritage, Research/Academic, Industrial, and Residential). According to the studies, the most recommended future uses are Environmental Conservation, Tourism and Historical Heritage, Research/Academic and Industrial.

 

It is important to understand the construction process of future use optons. Before any final decision, KBM is committed to performing all the required technical studies to better understand the requirements and restrictions for each area of the site. KBM will consider stakeholder engagement and communication plans to validate and construct the agreed alternative.

 

Funding Closure

 

Reclamation activities that are performed during the life of mine are funded from the mine’s cash flow. Reclamation activities performed after the mine has completed operation will be funded by Kinross’ portfolio of operating mines. Based on the current reserve pit, the estimated cost of closure is approximately US$ 191.9 million.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

21.CAPITAL AND OPERATING COSTS

 

21.1Capital Costs

 

Remaining capital costs at Paracatu are primarily sustaining capital, which includes mine equipment replacement and $512 million for the tailings dam expansions. Total sustaining capital costs are $997.2 million in real terms (Table 21-1).

 

Table 21-1: Sustaining capital estimate for LOM (January 1, 2020 forward)

 

Area 

Sustaining Capital

(US$000s)

 
Mine Mobile Equipment   320,015 
Mine Other   33,954 
Processing Facilities   125,377 
Tailings Facilities   512,472 
Site Infrastructure   15,187 
Major Development Projects   0,000 
Information Technology   8,923 
Salvage value   -18,705 
Total   997,222 

 

21.2Operating Costs

 

Operating costs are tracked and are well understood. Unit operating costs for the LOM production schedule are shown in Table 21-2.

 

Table 21-2: Operating cost estimate for LOM (January 1, 2020 forward)

 

Area  Unit  Cost1 
Mining  US$/t mined2  $1.76 
Rehandle  US$/t rehandled  $1.22 
Processing  US$/t processed3  $3.77 
PSAT  US$/t processed4  $1.80 
Site Admin  million US$/year   42.0 

 

Notes:

1.Average life-of-mine costs.
2.Excludes sustaining capital.
3.Based on combined Plant 1 and Plant 2 costs, includes PET costs, excludes PSAT and sustaining capital costs.
4.Includes mining, pumping and processing cost.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

22.ECONOMIC ANALYSIS

 

Under NI 43-101 rules, a producing issuer may exclude the information required for Item 22 – Economic Analysis on properties currently in production, unless the Technical Report prepared by the issuer includes a material expansion of current production. Kinross is a producing issuer, the Paracatu mine is currently in production, and a material expansion is not included in the current LOM plans. Kinross has carried out an economic analysis of the mine using the estimates presented in this report and confirms that the outcome is a positive cash flow that supports the statement of Mineral Reserves.

 

23.ADJACENT PROPERTIES

 

There are no other producing mines near the Paracatu mine. There are undeveloped gold showings in the vicinity of Paracatu, but they have not proven to be viable exploration targets.

 

No reliance was placed on any information from adjacent properties in the estimation and preparation of the resources and reserves reported in this Technical Report. Adjacent properties are therefore not deemed material to this report.

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

24.OTHER RELEVANT DATA AND INFORMATION

 

In August 2015, Paracatu began the project Processing Santo Antônio Tailings (PSAT) with the intention of recovering gold sent to the tailings dam over the operating life of Paracatu. The target for the project is gold that has segregated naturally in the tailings impoundment (Figure 24-1).

 

For the coarser material, a strip mining method is applied. Material is hauled by truck to the Plant II stockpile, directed to only one of the 6 feeders, where the tailings are comingled with ROM to feed the SAG mill.

 

For the finer material, hydraulic mining by a high-pressure water jet is applied. PSAT material is pumped to the Plant I flotation circuit, where it is directed to a dedicated rougher line. The rougher concentrate produced feed is directed to the cleaner circuit where it combines with rougher concentrate from ROM roughers. Rougher tailings are final tailings and are sampled separately.

 

There are two main regions in PSAT labeled Area A and Area B (Figure 24-2). Area A has coarse grained material that is currently being extracted with a conventional truck and shovel operation. Area B has finer grained material extracted with hydraulic mining method by using water jets to transport tailings to four principal barges.

 

 

Figure 24-1: Conceptual drawing explaining particle segregation

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

In mid-2017, the Eustáquio Tailings (PET) project commenced near a tailings discharge point (Figure 24-2). The PET project involves the mechanical (truck and shovel) mining of recently deposited tailings to a depth of approximately 6 m. Due to the ore body, mining process, and location near the deposition point, the PET re-mining area tends to be in primarily coarse tailings. As with coarse material from PSAT, PET tailings are hauled to Plant II for processing. In April 2019, Kinross expanded the Eustáquio re-mining with PET 2 project, which uses a barge with a dredge and pump. Knight Piésold has design responsibility as the Engineer-of-Record for this facility.

 

 

Figure 24-2: PSAT and PET areas

 

Production for PSAT and PET is shown in Table 24-1. From 2018 onward, PET ounces and recovery are shown as “NA”, and PET ounces have been counted towards recovery because the PET material can be considered part of the circuit in current production.

 

Table 24-1: PSAT and PET summary results

 

Years   2015     2016     2017     2018     2019     Total  
      Feed (Tons)     363       6,043       8,675       10,440       10,437       35,958  
PSAT     Grade (g/t)     1.090       0.521       0.387       0.261       0.262       0.344  
    Recovery (%)     79.42       75.88       68.95       61.03       62.37       66.01  
      Ounces     9,857       73,990       76,560       51,533       56,431       268,371  
      Feed (Tons)     -       482       1,736       1,661       1,789       5,668  
PET     Grade (g/t)     -       0.535       0.439       0.449       0.400       0.438  
    Recovery (%)     -       73.43       75.11       NA       NA       NA  
      Ounces     -       6,091       18,038       NA       NA       NA  

 

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Kinross Gold Corporation

Paracatu Project

Brazil

NI 43-101 Technical Report

 

25.INTERPRETATION AND CONCLUSIONS

 

Kinross is confident in the technical and economic assessment presented in this Technical Report. However, the results of this Technical Report are subject to many risks including, but not limited to: commodity and foreign exchange assumptions (particularly relative movement of gold and oil prices), unanticipated inflation of capital or operating costs, significant changes in equipment productivities, geotechnical assumptions in pit designs, ore dilution or loss, throughput and recovery rate assumptions, availability of financing and changes in modelled taxes.

 

26.RECOMMENDATIONS

 

There are no recommendations at this time as Paracatu is a fully operational mine.

 

27.REFERENCES

 

CIM, 2010. CIM Definition Standards - For Mineral Resources and Mineral Reserves, Prepared by the CIM Standing Committee on Reserve Definitions, Adopted by CIM Council on November 27, 2010.

 

Golder Associates, 2018. Central and Ex-Pit waste dump design report.

 

Bongarcon, D.F., 2005. Study of Sampling Protocols and Ore Heterogeneity.

 

Knight Piésold, 2015. Paracatu Mine Closure Plan.

 

Knight Piésold, 2015. Paracatu Pit Slope Stability Evaluation.

 

Knight Piésold, 2018. Feasibility Design for Ex-Pit Waste Pile.

 

Knight Piésold, 2019. Safety and Integrity of the Tailings Dams at Paracatu.

 

Oliver, N.H.S.; Thomson, B.; Freitas-Silva, F.H.; Holcombe, R.J.; Rusk, B.; Almeida, B.S.; Faure, K.; Davidson, G.R.; Esper, E.L.; Guimarães, P.J.; Dardenne, M.A., 2015. Local and regional mass transfer during thrusting, veining, and boudinage in the genesis of the giant shale-hosted Paracatu Gold Deposit, Minas Gerais, Brazil. Economic Geology, v. 110, p. 1803-1834.

 

Rodrigues, J.B., Pimentel, M.M., Dardenne, M.A. and Armstrong, R.A., 2010. Age, provenance and tectonic setting of the Canastra and Ibiá Groups (Brasília Belt, Brazil): Implications for the age of a Neoproterozoic glacial event in central Brazil. Journal of South American Earth Sciences.

 

RPA, 2012. Mineral Resource and Mineral Reserve Audit of the Paracatu Gold Mine, Minas Gerais, Report by Luke Evans and Rick Lambert. July 11, 2012, 109 p.

 

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Paracatu Project

Brazil

NI 43-101 Technical Report

 

28.DATE AND SIGNATURE PAGE

 

The effective date of this Technical Report entitled “Kinross Gold Corporation, Paracatu Project, Brazil, NI 43-101 Technical Report” is March 10, 2020.

 

“Signed and sealed”

 

John Sims, AIPG Certified Professional Geologist

 

Dated March 10, 2020

 

Page 149

 

Exhibit 99.3

 

CERTIFICATE

 

John Lewis Sims

 

I, John Lewis Sims, of Oakville, Ontario, do hereby certify that:

 

1.I am responsible for the preparation of the Paracatu Mine, Brazil - National Instrument 43-101 Technical Report effective date March 10, 2020 (the “Technical Report”).

 

2.I am employed by, and carried out these assignments for Kinross Gold Corporation, whose address is at 25 York Street, 17th Floor, Toronto, Ontario, Canada, M5J 2V5, in the capacity as Senior Vice-President, Geology and Brown Fields Exploration and Qualified Person.

 

3.I am a graduate of the University of Montana (1992) with a B.A.Sc. in Geology and have 35 years of mining industry experience.

 

4.I am a member in good standing of the American Institute of Professional Geologists, AIPG Certification number CPG-10924.

 

5.I have read the definition of “qualified person” set out in National Instrument 43-101 – Standards of Disclosure for Mineral Projects (“NI 43-101”) and certify that by reason of my education, affiliation with a professional association (as defined in NI 43-101) and past relevant work experience, I fulfill the requirements to be a “qualified person” for the purposes of NI 43-101.

 

6.I visited the property which is the subject of the Technical Report most recently in January 2020.

 

7.I am not independent of the parties involved in the transaction for which this report is required, as defined in Section 1.4 of NI 43-101.

 

8.Other than in my capacity as an employee of Kinross, I have had no prior involvement with the property that is the subject of the Technical Report.

 

9.I have read NI 43-101 and the Technical Report has been prepared in compliance with NI 43-101.

 

10.As of the date of this certificate, to the best of my knowledge, information and belief, the Technical Report contains all scientific and technical information that is required to be disclosed to make this certificate not misleading.

 

DATED this 10th day of March, 2020

 

signed “John Lewis Sims”

 
John Lewis Sims  

 

 

 

 

Exhibit 99.4

 

CONSENT

 

March 10, 2020

 

TO: Ontario Securities Commission, as Principal Regulator
   
AND TO: British Columbia Securities Commission
  Alberta Securities Commission
  Financial and Consumer Affairs Authority of Saskatchewan
  The Manitoba Securities Commission
  Autorité des marchés financiers
  Financial and Consumer Services Commission, New Brunswick
  Nova Scotia Securities Commission
  Office of the Superintendent of Securities, Prince Edward Island
  Office of the Superintendent of Securities, Service Newfoundland and Labrador (collectively, the “Canadian Securities Commissions”)

 

Dear Sirs and Mesdames:

 

Re:Filing of Technical Report by Kinross Gold Corporation

 

Reference is made to the technical report, dated March 10, 2020, entitled “Paracatu Mine, Brazil - National Instrument 43-101 Technical Report”, which the undersigned prepared for Kinross Gold Corporation (the “Technical Report”).

 

Pursuant to Section 8.3 of National Instrument 43-101 – Standards of Disclosure for Mineral Projects, the undersigned hereby consents to the public filing of the Technical Report by Kinross Gold Corporation with the Canadian Securities Commissions.

 

Yours very truly,

 

signed “John Lewis Sims”  
John Lewis Sims  

 

 

 

 

Exhibit 99.5

 

CONSENT OF JOHN LEWIS SIMS

TO BEING NAMED AS A QUALIFIED PERSON

 

March 10, 2020

 

I hereby consent to the inclusion of the Paracatu Mine, Brazil - National Instrument 43-101 Technical Report (“Technical Report”), effective date March 10, 2020 in the report on Form 6-K dated March 10, 2020 to be filed by Kinross Gold Corporation.

 

I also hereby consent to the incorporation by reference of the Technical Report into the Registration Statements on Form S-8 (Registration No. 333-217099 filed on April 3, 2017; and Registration Nos. 333-180824, 333-180823 and 333-180822 filed on April 19, 2012) and the Registration Statement on Form F-10 (Registration No. 333-223457 filed on March 6, 2018) as amended.

 

Sincerely,

 

 

signed “John Lewis Sims”  
John Lewis Sims