EX-96.1 13 aa-ex96_1.htm EX-96.1 EX-96.1

Exhibit 96.1

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S-K 1300 Report

Technical Report Summary on the Darling Range, Western Australia

Alcoa Corporation

201 Isabella Street, Suite 500

Pittsburgh, Pennsylvania

15212-5858

 

Prepared by:

SLR International Corporation

22118 20th Ave SE, Suite G202, Bothell, WA 98021 USA

 

SLR Project No.: 410.065239.00001

 

 

Effective Date: 31 December 2023

Signature Date: 21 February 2024

 

 

Revision: 1

 

 

 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Table of Contents

1.0

Executive Summary

1

1.1

Summary

1

1.2

Economic Analysis

8

1.3

Technical Summary

10

2.0

Introduction

22

2.1

Site Visits

22

2.2

Sources of Information

23

2.3

List of Abbreviations

24

3.0

Property Description

30

3.1

Location

30

3.2

Land Tenure

30

3.3

Naming Conventions

34

3.4

Encumbrances

36

3.5

Royalties

36

3.6

Required Permits and Status

36

3.7

Other Significant Factors and Risks

38

4.0

Accessibility, Climate, Local Resources, Infrastructure and Physiography

39

4.1

Accessibility

39

4.2

Climate

39

4.3

Local Resources

39

4.4

Infrastructure

40

4.5

Physiography

41

5.0

History

42

5.1

Prior Ownership

42

5.2

Exploration and Development History

42

6.0

Geological Setting, Mineralization, and Deposit

44

6.1

Bauxite Deposits

44

6.2

Regional Geology

44

6.3

Local Geology

46

6.4

Mineralization

47

6.5

Property Geology

48

7.0

Exploration

51

7.1

Exploration

51

7.2

Resource Definition Drilling

51

7.3

Drilling Methods

54

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

7.4

Drill Sampling

57

7.5

Topography

60

7.6

Surveying

62

7.7

Sampling Conclusions

64

7.8

Hydrogeology Data

64

7.9

Geotechnical Data

65

8.0

Sample Preparation, Analyses, and Security

68

8.1

Sample Security

68

8.2

Sample Preparation

68

8.3

Assaying

71

8.4

Quality Assurance and Quality Control

76

8.5

Conclusions

91

9.0

Data Verification

93

9.1

Data Structures

93

9.2

Data Verification Measures

94

9.3

QP Opinion

95

10.0

Mineral Processing and Metallurgical Testing

96

10.1

QP Opinion

98

11.0

Mineral Resource Estimates

99

11.1

Summary

99

11.2

Comparison with Previous Estimate

101

11.3

Resource Database

104

11.4

Geological Interpretation

111

11.5

Resource Assay

116

11.6

Treatment of High-Grade Assays

119

11.7

Compositing

119

11.8

Trend–Analysis - Variography

119

11.9

Bulk Density

121

11.10

Resource Models

123

11.11

Block Model Validation

126

11.12

Cut-off Grade and Mining Constraints

136

11.13

Reconciliation

137

11.14

Mineral Resource Estimation Risk

139

11.15

Classification

141

11.16

Mineral Resource Reporting

143

11.17

QP Opinion

144

12.0

Mineral Reserve Estimates

146

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

12.1

Summary

146

12.2

Comparison with Previous Estimate

147

12.3

Modifying Factors

148

12.4

Basis of Estimate

149

12.5

Dilution and Ore Loss

150

12.6

Extraction and Mine Planning

151

12.7

Cut-off Grade

156

12.8

Metallurgical Factors

157

12.9

QP Opinion

157

13.0

Mining Methods

159

13.1

General Description of Operations

159

13.2

Haul Roads and Infrastructure

162

13.3

Geotechnical and Hydrogeology Considerations

165

13.4

Mine Equipment

168

13.5

Personnel

171

14.0

Processing and Recovery Methods

173

14.1

Process Description

173

14.2

Primary Equipment List

175

14.3

Consumables and Power

177

14.4

QP Opinion

177

15.0

Infrastructure

178

15.1

Access Roads

179

15.2

Power

180

15.3

Water

180

15.4

Accommodation Camp

181

15.5

Mine Waste Management

181

16.0

Market Studies

182

16.1

Overview

182

16.2

Market: Darling Range

183

16.3

Contracts

183

17.0

Environmental Studies, Permitting, and Plans, Negotiations, or Agreements with Local Individuals or Groups

185

17.1

Environmental Studies

185

17.2

Waste and Tailings Disposal, Site Monitoring, and Water Management

188

17.3

Project Permitting

192

17.4

Social or Community Requirements

193

17.5

Mine Closure Requirements

194

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

17.6

Local Procurement and Hiring

195

18.0

Capital and Operating Costs

196

18.1

Capital Costs

196

18.2

Operating Costs

196

19.0

Economic Analysis

198

19.1

Economic Criteria

198

19.2

Cash Flow Analysis

199

19.3

Sensitivity Analysis

200

20.0

Adjacent Properties

200

21.0

Other Relevant Data and Information

201

22.0

Interpretation and Conclusions

202

22.1

Geology and Mineral Resources

202

22.2

Mining and Mineral Reserves

202

22.3

Mineral Processing

203

22.4

Infrastructure

203

22.5

Environment

205

23.0

Recommendations

207

23.1

Geology and Mineral Resources

207

23.2

Mining and Mineral Reserves

208

23.3

Mineral Processing

208

23.4

Infrastructure

208

23.5

Environment

208

24.0

References

210

25.0

Reliance on Information Provided by the Registrant

213

26.0

Date and Signature Page

214

 

 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Tables in Text

Table 1‑1:

LOM Technical-Economic Assumptions

8

Table 1‑2:

LOM Indicative Economic Results

9

Table 1‑3:

Nine Year LOM Sustaining Capital Costs by Area

20

Table 1‑4:

LOM On-site Mine Operating Costs by Category*

21

Table 2‑1:

Site Visit Summary

23

Table 2‑2:

List of Alcoa staff who had input into discussions with SLR QPs

23

Table 3‑1:

ML1SA License Details

31

Table 4‑1:

Historical Climate Data

39

Table 6‑1:

Alcoa’s Darling Range Deposit Typical Stratigraphic Column

48

Table 6‑2:

Summary of Typical (Modal) Stratigraphic Horizons Within Each Area

48

Table 7‑1:

Drill Quantities by Year and Location

52

Table 7‑2:

Logging Codes for Material Type

59

Table 7‑3:

Generalized subsurface profile

66

Table 8‑1:

Assaying Methodologies for Resource Estimation Samples

73

Table 8‑2:

Standards Used for Drilling and REF Monitoring (IRMs)

78

Table 9‑1:

Count of Records by Database Table for Two Database Extracts

94

Table 10‑1:

Product Grades of Darling Range Operation (Willowdale–Wagerup refinery feed)

96

Table 10‑2:

Product Grades of Darling Range Operations (Huntly–Pinjarra refinery feed)

97

Table 10‑3:

Product Grades of Darling Range Operations (Huntly–Kwinana refinery feed)

97

Table 11‑1:

Summary of Darling Range Mineral Resources exclusive of Mineral Reserves – 31 December 2023

101

Table 11‑2:

Comparison with Previous Mineral Resource Estimates.

103

Table 11‑3:

Variables in the assay table

105

Table 11‑4:

Descriptive Statistics for the Main Variables

117

Table 11‑5:

Top-Cuts Used for the M23 and H12 Areas

119

Table 11‑6:

Variogram parameters for the M23 area (MineSight ZXY rotation)

120

Table 11‑7:

Variogram parameters for the H12 area (MineSight ZXY rotation)

120

Table 11‑8:

Summary of Density Test Data (t/m³) from 1980 to 1992 (Senini, 1993)

121

Table 11‑9:

Ordinary Kriging Search Parameters (MineSight ZXY rotation).

125

Table 11‑10:

Tonnage and Grade Information Between the Original Resource Model and the 3D Block Model.

126

Table 11‑11:

Composites, OK, ID2, and NN statistics for the M23 area

129

Table 11‑12:

Composites, OK, ID2, and NN statistics for the H12 area

131

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Table 11‑13:

Summary of Darling Range Mineral Resources exclusive of Mineral Reserves by Mining Region – 31 December 2023

143

Table 12‑1:

Summary of Darling Range Mineral Reserves – Effective 31 December 2023

146

Table 12‑2:

Comparison with Previous Mineral Reserve Estimates

148

Table 13‑1:

Alcoa Recommended Pit Design Constraints

165

Table 13‑2:

Darling Range Operations Equipment List

169

Table 13‑3:

Darling Range Personnel

172

Table 14‑1:

Primary Equipment List (Willowdale)

175

Table 14‑2:

Primary Equipment List (Huntly)

176

Table 15‑1:

Water Abstraction License Volumes

181

Table 18‑1:

Nine Year LOM Sustaining Capital Costs by Area

196

Table 18‑2:

LOM Mine Operating Costs by Category*

197

Table 18‑3:

Workforce Summary

197

Table 19‑1:

Technical-Economic Assumptions

198

Table 19‑2:

LOM Production Summary

199

Table 19‑3:

LOM Indicative Economic Results

199

 

Figures in Text

Figure 3‑1:

ML1SA Lease Extents (Alcoa, 2023)

32

Figure 3‑2:

Map of Mining Reporting Centers, Mining Regions, and Production Sheets (Alcoa, 2023)

33

Figure 3‑3:

Map of Current Mineral Resource and Mineral Reserve Extents (Alcoa, 2023)

34

Figure 3‑4:

Exploration Sheet, Production Sheet, and Map Sheet Conventions (SRK, 2021)

35

Figure 5‑1:

Bauxite Exploration in the Southwest of Western Australia 1961 (adapted from Hickman, 1992)

43

Figure 6‑1:

Regional Geology (adapted from SRK, 2021)

45

Figure 6‑2:

Surface Geology Showing Laterite Over Granite (Alcoa, 2015)

46

Figure 6‑3:

Bauxite Deposit Formation Schematic – Relief Exaggerated (Alcoa, 2021)

47

Figure 6‑4:

Typical Alcoa Darling Range Mineralogy Profile (Hickman et al, 1992)

49

Figure 6‑5:

Typical Alcoa Darling Range Grade Profile (Alcoa, 2015)

49

Figure 6‑6:

Typical Alcoa Darling Range Mining Sequence and Vertical Profile (SLR, 2021)

49

Figure 7‑1:

Chart of Resource Drill Holes by Year

54

Figure 7‑2:

Resource Drilling Tractor Accessing the Forest (SLR, 2021)

55

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Figure 7‑3:

Drill Bits, Reverse Circulation Drill String and Particle Size of the Sample Residue (SLR, 2021)

56

Figure 7‑4:

Sample Catching and Riffle Splitting Practices (SLR, 2021)

58

Figure 7‑5:

Barcode Reader and Digital Recorder Mounted on the Drill Rig (SLR, 2021)

59

Figure 7‑6:

Topographic Data Coverage of the 2015, 2016 and 2018 LiDAR Surveys (Alcoa, 2022)

61

Figure 7‑7:

Error in Actual Collar Location from the Nominal (planned) Position is Monitored for the Three Drill Rig Types (Alcoa, 2021)

63

Figure 7‑8:

Possible Lateral and Vertical Sample Location Error on 15° Sloping Ground (SLR, 2021)

64

Figure 8‑1:

The Bella Robotic Sample Preparation using Rocklabs Ring Mills (SLR, 2021)

69

Figure 8‑2:

The Pulverized Sample is Stored in a Barcoded Dedicated Receptacle for Assay (SLR, 2021)

70

Figure 8‑3:

The Pulverized Sample is Tracked Digitally Through the Bella Preparation and Assaying (SLR, 2021)

70

Figure 8‑4:

Sample Preparation Monitoring: Grind Sizes for the Robotic Sample Preparation Unit Tested by Bella and by KWI

71

Figure 8‑5:

The Robotic FTIR Assaying Equipment (RHS shows the sampling scoop arm and pulp dish with the lid elevated) (SLR, 2021)

72

Figure 8‑6:

Digestion and Assay Equipment used for REF Samples at the KWI Clockwise from top left: BD, MD, TICTOC, ICP, XRF, GC (SLR, 2021)

75

Figure 8‑7:

KH20 control chart of AL, SI, and FE from third quarter of 2023

79

Figure 8‑8:

KH20 control charts of AL, SI, and FE from second quarter of 2023.

81

Figure 8‑9:

KH10 Control Chart of AL, SI and FE from the third quarter of 2023

83

Figure 8‑10:

Scatter Plot, Quantile-Quantile Plot and Statistics of AL Umpire Laboratory Checks – Bella and Bureau Veritas

85

Figure 8‑11:

Scatter Plot, Quantile-Quantile Plot and Statistics of SI Umpire Laboratory Checks – Bella and Bureau Veritas

86

Figure 8‑12:

Scatter Plot, Quantile-Quantile Plot and Statistics of FE Umpire Laboratory Checks – Bella and Bureau Veritas

86

Figure 8‑13:

Quantile-Quantile Plot of Parent and Individual Daughters’ Analysis of AL (on the left) and of SI (on the right)

88

Figure 8‑14:

Scatter Plot, Quantile-Quantile Plot and Statistics of AL Historic and Holyoake Results.

89

Figure 8‑15:

Scatter Plot, Quantile-Quantile Plot and Statistics of SI Historic and Holyoake Results.

90

Figure 9‑1:

Visual Display of Hole Status (logged and assayed) for Hole G39150224 in Serpentine (Alcoa, 2021)

93

Figure 11‑1:

Circle Charts Showing the Tonnage (external circle) and Number of Models (internal Circle) and Bar Charts Showing the Tonnage by Mineral Resource Categories

99

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Figure 11‑2:

M23 and H12 area delimitation and drilling. The different colours represent the assay method used for each drilling phase

108

Figure 11‑3:

Location of the M23 Region (MYN-M23)

109

Figure 11‑4:

Location of the H12 Region (HLY-H12)

110

Figure 11‑5:

Plan View of Polygonal Approach (Pass = red, pass open = green, marginal = yellow, fail = blue) (Alcoa, 2022)

113

Figure 11‑6:

Section Showing Domain (DOMAF) and the Main Wireframed Surfaces for the M23 (top) and H12 (bottom) areas– vertical scale 5x

115

Figure 11‑7:

Plan View of Bauxite Zone and Drill Holes Flagged as Laterite and Dykes

116

Figure 11‑8:

Histograms for AL, SI, FE and Length in the bauxite domain (M23 and H12 areas)

117

Figure 11‑9:

Ternary Charts of Lithologies for M23 and H12 Areas

118

Figure 11‑10:

Example Section showing Bauxite Zone and Mining Solid

125

Figure 11‑11:

Resource Comparison Scatterplots for Huntly (Tonnage, AL, SI, OX) (SLR, 2021)

127

Figure 11‑12:

Visual validation of Blocks and Composites for AL

133

Figure 11‑13:

Visual validation of Blocks and Composites for SI

133

Figure 11‑14:

Visual validation of Blocks and Composites for FE

134

Figure 11‑15:

Swath Plots in X direction for AL, SI and FE for the M23 and H12 areas – bauxite layer

135

Figure 11‑16:

Mineral Resource Pits for the M23 (top) and H12 (bottom) areas. Vertical exaggeration 3x

137

Figure 11‑17:

Resource versus Sample Plant Reconciliation – Huntly (SLR, 2022)

139

Figure 11‑18:

Resource versus Sample Plant Reconciliation – Willowdale (SLR, 2022)

139

Figure 11‑19:

Minimum distance histograms showing the resource classification by the distance of the closest sample

142

Figure 11‑20:

Plan View of M23 and H12 Resource Classification. Block within the Mineral Resource Pit

143

Figure 12‑1:

Undulating Hanging Wall Hardcap Surface; and Footwall (white clay, lower right in the floor) (Left: Pearman, 2015 & Right: SLR, 2021)

151

Figure 12‑2:

Willowdale LTMP Resource Confidence (drill hole spacing in meters shown in brackets) (Alcoa, 2023)

152

Figure 12‑3:

Huntly LTMP Resource Confidence (drill hole spacing in meters shown in brackets) (Alcoa, 2023)

153

Figure 12‑4:

Example of Reconciliation Between Mineral Resource and Grade Control Models for Tonnage, Al, Si, and OX (Alcoa, 2022)

155

Figure 13‑1:

SOBR (SLR, 2022)

160

Figure 13‑2:

Topsoil Removal (Background), Blasting of Hardcap and Marking of Ore (foreground) (SLR, 2021)

161

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Figure 13‑3:

Contour Mining (SLR, 2021)

162

Figure 13‑4:

Truck on Haul Road (SLR, 2021)

163

Figure 13‑5:

Haul Roads with Berms (SLR, 2021)

163

Figure 13‑6:

Covered Conveyor (SLR, 2021)

164

Figure 13‑7:

Contour Mining (SLR, 2021)

166

Figure 13‑8:

Soil Being Returned for Backfilling and Landscaping the Pit (Alcoa, 2018)

167

Figure 13‑9:

Landscaped Mining Area, Prior to Replanting of Forest (SLR, 2021)

167

Figure 13‑10:

Rehabilitated Pit Through Re-plantation of Native Vegetation (SLR, 2021)

168

Figure 13‑11:

Ore Mining at Darling Range (SLR, 2021)

169

Figure 13‑12:

Blasthole Drill Working on Hardcap (SLR, 2021)

171

Figure 14‑1:

Simplified Block Flow Diagram of the Willowdale Operation

173

Figure 14‑2:

Simplified Block Flow Diagram of the Huntly Operation

175

Figure 15‑1:

Infrastructure Layout (Alcoa, 2022)

179

Figure 19‑1:

Sensitivity Analysis (NPV)

200

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

1.0 Executive Summary

1.1 Summary

SLR International Corporation (SLR or the QP) was appointed by Alcoa Corporation (Alcoa) to prepare an independent Technical Report Summary (TRS) on the Darling Range bauxite mines, located in Western Australia. The purpose of this report is to support the Mineral Resource and Mineral Reserve estimates for the mines as of December 31, 2023. This TRS conforms to the United States Securities and Exchange Commission’s (SEC) Modernized Property Disclosure Requirements for Mining Registrants as described in Subpart 1300 of Regulation S-K, Disclosure by Registrants Engaged in Mining Operations (S-K 1300), and Item 601(b)(96) of Regulation S-K, Technical Report Summary.

1.1.1 Conclusions

1.1.1.1 Geology and Mineral Resources

SLR is independently declaring the 31 December 2023 Mineral Resources for the defined bauxites located within Alcoa’s Darling Range deposits. The Mineral Resource models were prepared by Alcoa using their in-house estimation procedures and reviewed extensively by SLR.

As of December 31, 2023, exclusive of Mineral Reserves, as summarized in Table 11‑13 at an appropriate level of precision reflecting confidence, the Measured Mineral Resources are estimated to be 93.0 Mt at a grade of 30.44% available alumina (AL) and 1.52% reactive silica (SI). Similarly, the Indicated Mineral Resources are estimated to be 105.4 Mt at 30.75% AL and 1.34% SI, and the Inferred Mineral Resources are estimated to be 106.9 Mt at 32.32% AL and 1.22% SI.

Drill sampling and sample control procedures at Alcoa’s Darling Range Bauxite Operations are adequate and appropriate for use in the estimation of Mineral Resources. The defined volumes and grades of mineralization are not expected to be systematically impacted (biased) by errors in either the collar location or the 3D sample location.

The Quality Assurance / Quality Control (QA/QC) of sample preparation and assaying is adequate, and the assay results are suitable for use in Mineral Resource estimation.

Analytical procedures used for the Alcoa Mineral Resource comprises part of conventional industry practice. Fourier transform infrared spectrometry (FTIR) is not widely used yet in the bauxite industry but is becoming more widely accepted and applied to more operations. At Alcoa the method has been consistently applied successfully for a decade and is routinely validated by industry standard XRF and wet chemical procedures as discussed in Sections 8.3 and 8.4. It is the opinion of the QP based on the studies on FTIR repeatability that the overall precision and accuracy of the FTIR assaying is acceptable.

The database is adequate, and the data is appropriate for the purpose of Mineral Resource estimation.

The continuous improvements in the geological modelling, estimation techniques, and block model migration to the 3D approach are appropriate and constantly improve the confidence level and precision of the Mineral Resources.

The dry bulk density data is less well controlled than other analytes, although different attempts were taken since 1980. However, based on the different reconciliation approaches and on the fact that the polygonal and GSM model have lower confidence level, the density values are acceptable for the Resource estimation.

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

The condition of Reasonable Prospects for Economic Extraction is met by constraining the Mineral Resource model using the ArcGIS system, by ensuring that the model defines key parameters for the refinery, and by sound reconciliation practices providing feedback that the modelling is appropriate for the purpose.

1.1.1.2 Mining and Mineral Reserves

As of December 31, 2023, Proven Mineral Reserves are estimated to total 48.0 Mt at 29.1% AL and 1.65% SI and Probable Mineral Reserves are estimated to total 296.0 Mt at 31.9% AL and 1.27% SI.

The QP has used the December 31, 2023 Mineral Resource estimate as the basis for its Mineral Reserve estimate, applying Modifying Factors only to those Resources classified as Measured Mineral Resources and Indicated Mineral Resources.

The bauxite operations are operating mining projects with a long history of production for which establishment capital has been repaid and for which sustaining capital and supported operating costs have been observed to be applied in economic analysis. The review of the Capex Front End Loading (FEL) 2 Study report for the Myara North Crusher move has provided further support. Consequently, the QP considers that support by a Feasibility Study (FS) is demonstrated by the history of profitable operation and the level of technical support for the Modifying Factors. The QP has reviewed the operating and planning procedures and parameters for the operations.

The QP considers that the accuracy and confidence in the Mineral Reserve estimate to be appropriate for the classification applied, which is supported by both the conservative operational processes and the long operational history.

The QP is not aware of any risk factors associated with, or changes to, any aspects of the Modifying Factors such as mining, metallurgical, infrastructure, permitting, or other relevant factors that could materially affect the current Mineral Reserve estimate. The Darling Range operations have however undergone some changes as related to the permitting requirements which are discussed in this report; namely the approvals process, river corridor constraints, restoration obligations, and any required adjustments to accommodate the recently announced curtailment of the Kwinana refinery.

1.1.1.3 Mineral Processing

The operating data between 2010 to 2023 indicates that the product from the Darling Range operations consisted of an average AL grade of 33%, with SI below the target for refinery feed.

The QP is of the opinion that the Darling Range operation demonstrated that ore can be effectively crushed and supplied to a refinery for further upgrading to produce alumina. The historical operational data confirmed that the ore consistently met refinery specifications without any deleterious elements.

o Based on this, and additional information provided by Alcoa regarding the mine plan, it is reasonable to assume that the ore from Darling Range will meet the refinery specifications for the next nine years.

1.1.1.4 Infrastructure

The Darling Range mining operations have established and operational infrastructure, with mining hubs that host administrative offices, as well as crushing facilities and maintenance facilities.

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

o Hubs are relocated periodically as production moves away from the hub and transportation costs increase. These relocations are well-understood with planning and associated budgeting occurring well in advance of relocations; production restarted seven days after the shutdown.

An extensive haul road network, rail, and overland conveyors transport crushed bauxite from the Hub to the refineries.

o Bauxite is transferred from each mine to the refineries primarily via long distance conveyor belt, apart from the Kwinana refinery which receives bauxite via railway.

o Alumina produced by the three refineries is then shipped to external and internal smelter customers through the Kwinana and Bunbury ports.

o It was announced in January 2024 that the Kwinana refinery will undergo phased curtailment, which will be accommodated in mine planning going forwards.

The Huntly and Willowdale mines are located near the towns of Pinjarra and Waroona respectively. These are easily accessible via the national South Western Highway, a sealed single carriageway road, spanning almost 400 km from the southern side of Perth to the southwest corner of Western Australia.

Sealed access roads to the main hubs have been established, connecting Huntly and Willowdale to the road network.

Major haul roads have been established to each mining area, while secondary haul roads, cross-cut each individual mining plateau. Roads are unsealed and require continuous maintenance.

The Darling Range’s Pinjarra refinery receives power from the South West Interconnected System (SWIS), but also has internal generation capacity of 100 MW from four steam driven turbine alternators, with steam produced by gas fired boilers and a gas turbine Heat Recovery Steam Generator (HRSG).

o The refinery supplies power to the Huntly Mine by a 33,000 volt power supply line and two 13,800 volt lines.

The Wagerup refinery is a net exporter of power to the SWIS, with internal generation capacity of 108 MW from three steam driven turbine alternators and one gas turbine; steam being generated by gas fired boilers.

o The refinery supplies power to the Willowdale Mine by a single 22,000 volt power supply.

Water is used on the mines for dust suppression, dieback washdown, vehicle washdown, workshops, conveyor belt wash, construction, and domestic purposes.

o The water supplies for mining consist of licensed surface water sources supplemented with treated wastewater from vehicle washdowns, stormwater runoff and maintenance workshops.

o The annual volume of freshwater abstracted under the Department of Water and Environmental Regulation (DWER) surface water licences and Water Corporation supply agreements decreased at Willowdale in 2022, and increased at Huntly, the combined volume for both mines has been reasonably consistent over the last three years.

o In 2022, water abstraction comprised approximately:

53% of the annual entitlement from Boronia Dam

22% from Banksiadale Dam

 

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S-K 1300 Report

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SLR Project No.: 410.065239.00001

 

70% from Samson Dam.

o An additional 651,840.7 kL was also abstracted from South Dandalup Dam under the agreement with Water Corporation.

On site facilities include offices, ablutions, crib-rooms, and workshops, however there are no Alcoa accommodation facilities, as the Huntly and Willowdale mining areas are close to established population centers.

No tailings are generated within the boundaries of the mining operations and waste dumps are not constructed. The management of tailings generated downstream at the refineries is beyond the boundaries of the Darling Range mining operations and are therefore not considered in this TRS.

Overburden is segregated for later contouring and rehabilitation of adjacent, completed mining operations. Caprock and other non-viable rock is used to backfill these shallow, completed pits and the viable topsoil spread on top, contoured, and revegetated.

1.1.1.5 Environment

Alcoa has established processes to facilitate conformance with environmental requirements, while identifying sensitive areas ahead of time enables them to be managed ahead of disturbance.

Mining in some areas became more constrained in 2023 as a result of internal and external factors, which has resulted in a presumed temporary decrease in operability and associated decrease in Reserve estimation:

o Alcoa's ongoing consultation with the MMPLG

o A third-party referral of Alcoa's annual rolling five-year Mining and Management Programs (MMP) approval (required under the State Agreement Act framework)

o Alcoa's progress on the Environmental Protection Act 1986 (EP) and Environmental Protection and Conservation Act 1999 (EPBC Act) assessment (beyond the scope of the MMP) to transition mining from Huntly to the Myara North and Holyoake areas and increase Pinjarra refinery production by 5%.

The 2023-2027 MMP describes Alcoa’s proposed mining operations for the Huntly and Willowdale mines within ML1SA from 1 January 2023 to 31 December 2027. It excludes mine development activities associated with Myara North or Holyoake mining regions currently under consideration by the EPA and DCCEEW.

Changes from what was reported in the 2022 TRS under the previous MMP include but are not limited to:

o Reduce mining activities inside higher risk areas within drinking water catchments.

o Alcoa will not undertake any new pit clearing in any areas with an average pit slope greater than 16% within any Reservoir Protection Zone (RPZ, 2 km from reservoir top water level).

o Increase rehabilitation and reduce open areas where possible, with priority in higher risk areas.

o Maximum annual clearing footprint of 800 ha.

o Revise the Rehabilitation Completion Criteria by 31 December 2024, in consultation with DBCA.

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Alcoa acknowledges that future MMPs will continue to improve and evolve, based on feedback from review and consultation processes.

Alcoa is modernizing its environmental approvals framework for its Huntly Bauxite Mine and Pinjarra Alumina Refinery, by referring future mining plans for assessment under Part IV of the Western Australian Environmental Protection Act 1986 and the Australian Environment Protection and Biodiversity Conservation Act 1999 (EPBC Act). Construction for Myara North will be commenced pursuant to the requirements of the Ministerial Decision, which will be issued upon completion of the EPA assessment process indicatively forecast for completion in approximately mid-2025, as opposed to the third quarter of 2024 as reported in the TRS for 2022. The timeframe to approval of Myara North and Holyoake under the EP and EPBC Act can be estimated, but not predicted with certainty; further delays are possible.

Importantly, on 14 December 2023 the State Government announced the Alcoa Transitional Approvals Framework which will enable Alcoa to continue mining as defined in the current 2023-2027 MMP while the formal EPA EIA is in progress. In most circumstances, activities under assessment must cease during the EPA’s process. Note, that the State Government reserves the right to, with reasonable notice, withdraw or amend the exemption at any point.

Alcoa’s mine sites are monitored in accordance with the conditions of Government authorizations and its operational licenses at Huntly (L6210/1991/10) and Willowdale (L6465/1989/10) and the MMP. Compliance with the section 6 exemption is also required from 14 December 2023. Outcomes of and compliance with the management and monitoring programs are tracked within Alcoa’s Environmental Management System and reported within the Annual Environmental Review report:

o Review of the most recent report, JTSI Annual Environmental Review 2022 (dated May 2023), largely reported compliance with environmental commitments and success of operational controls to manage environmental objectives.

o The one area with a substantial change in success was related to an increase in number and volume of spills at Huntly. A key contributor to spills at Huntly was the change-out of coolant hoses across the heavy vehicle fleet in January/February 2022. This was found to be the result of faulty new coolant hoses. Alcoa’s hose supplier undertook an investigation and identified the cause of the hose failures as an issue in the manufacturing process. All trucks were stood down following the supplier investigation and the faulty hoses changed out. The coolant hose failure events were 34% (almost 3,000L) of Huntly’s LOC events between January 2022 and July 2022 and were a significant contributor to the number of spills.

Alcoa, in association with the former Water and Rivers Commission, has researched the hydrology and salinity in the Jarrah forest since the 1970s, as part of the Joint Intermediate Rainfall Zone Research Program (JIRZRP). The JIRZRP has included monitoring of surface water, groundwater and salinity as well as analysis and modelling of the Intermediate Rainfall Zone (IRZ). This work continues to evaluate potential impacts of clearing and rehabilitation on groundwater salinization.

Alcoa implements a comprehensive water management and monitoring program in accordance with the requirements of its abstraction and operational licenses.

A groundwater monitoring program commenced in the second half of 2022 across the Darling Range operations to support approvals and operational monitoring.

o Alcoa will continue to expand its monitoring program, as necessary, if groundwater quality or quantity has been identified as potentially at risk due to

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

operational or mining activities, or potential exists for mining to impact offsite/private groundwater supply quantity or quality.

o Alcoa has a long-term groundwater research project within the Intermediate Rainfall Zone to evaluate potential impacts of clearing on groundwater salinization.

Outcomes of and compliance with the management and monitoring programs have most recently been reported within the 2022 Annual Environmental Review report. Consistent with the outcomes reported between 2018 and 2021:

o Review of the most recent report, published for 2022 largely reported compliance with environmental commitments and success of operational controls to managed environmental objectives.

1.1.2 Recommendations

1.1.2.1 Geology and Mineral Resources

It is apparent to the QP that the long history of exploration, development and mining of Alcoa’s Darling Range bauxite tenements have established sound knowledge and understanding of the geology and mineral endowment. The QP has not identified any fatal flaws in the current practices of mapping (based on the ArcGIS system), drill sampling (based on progressive continuous improvement), assaying (based on calibrated and validated FTIR, with reasonable quality control), estimation (3D Block Model - 3DBM), database management (using acQuire), the application of mining criteria that assure RPEE, and the application of constraints establishing forestry, heritage and noise limits to the Mineral Resource definition. The following recommendations are offered as suggestions for further improvement, aligned with Alcoa’s comprehensive approach to research and development (seen for example in the evolution of their drilling, sampling and assaying technologies). These recommendations are prioritized in terms of their perceived value to the overall operation:

Continuing to replace the gridded seam model (GSM) and polygonal areas to the 3D block modelling methodology, using a script-based semi-automated approach, which enables more robust rapid model building. The validation of interpolation parameters using risk-based (conditional simulation) techniques to quantify confidence should be considered.

To improve the reporting of recoverable resources, a re-blocked block model to a minimum practical mining scale or single mining unit (SMU) should be considered. Economical parameters considering more flexible costs and bauxite prices related to the Mineral Reserves can also be implemented in the Mineral Resources workflow, aiming to optimize the bauxite mineable portion including potential marginal grades.

Investigate whether the 5% bias in the tonnage between the As Mined and sampling tower weightometers is persistent in the 3D block models.

Further redrilling or where viable re-assaying of pulps.

Implementation of a mine wide reconciliation system should be considered as a way to overcome the issue of density estimation. This could be integrated with the extensive production tracking data already available from the current fleet management system and operational control system (covering the mining equipment, crushers, conveyors, sampling towers, stockpile stackers and reclaimers).

To include volume surveys using drones and truck gantry scanning, wet mass measurement using weightometers on conveyors and LoadRite sensors on mining equipment, and infra-red moisture determination, mean that better in situ dry density

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

estimation may become possible if the operation requires it for better refinery feedstock control.

The QP considers that twinned hole studies are of limited value and should only be implemented once the sample splitting and preparation demonstrates good repeatability, using field duplicates (or the equivalent sample to extinction [STE] samples). They may be of value to investigate specific issues under closely supervised conditions.

While the STE procedure could be retained for specific studies, in the QP’s opinion, the reintroduction of field duplicates using appropriate riffle splitters under supervision should be considered.

The QP is of the opinion that the grade characteristics of the bauxite profile could be reproduced in the model, which enables optimization techniques to be used for the definition of mining floors and boundaries, better support for ore loss and dilution studies, and more accurate reconciliation studies.

1.1.2.2 Mining and Mineral Reserves

Currently a dilution and mining recovery factor is applied to the final Reserves to reconcile the tonnes and grade. The QP recommends applying dilution and ore loss at the re-blocked model level before performing the optimization and reporting these values independently.

The life-of-mine scheduling requires further refinement with regards to sequencing of the different mining areas and assigning the scheduled years back to the OreBest model (the mining output that defines Reserves). Recommendations would be to provide a strategic schedule over a minimum of nine years and tactical schedule over 3 years. The tactical schedule should incorporate restoration and rehabilitation scheduling. The view of the QP is that additional optimization of the mine schedule would be possible with this approach to strategic and tactical scheduling.

The QP recommends detailed haulage analysis focusing on haulage profiles and cycle times to provide more accurate operating costs.

The QP noted the mining models were in both a 2D grid and 3D model system. Aligning all the mining models within the same 3D mining model system will provide clarity and consistency across the Darling Range project with regards to evaluation and reporting processes. Alcoa have been progressing this alignment to 3D as a follow on from the deeplime 2D to 3D conversion project.

A reconciliation system should be implemented to allow the review of the mined tonnes to modelled geological model. Alcoa has been actively developing this reconciliation system with an intention to implement during 2024.

1.1.2.3 Mineral Processing

The historical operational data for the Darling Range demonstrates that ore consistently met refinery specifications.

Ideally, independent verification of sample analysis is conducted, by a certified laboratory, on a structured program, to ensure the QA/QC aspects of the internal analysis. Within this process a proportion of samples from each batch could be sent to the independent laboratory for analysis and the results can be compared with the internal analysis.

The QP is appreciative that the mine is operational, meaning a trade-off versus logistics / practicality would need to be carried out.

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

1.1.2.4 Infrastructure

The Darling Range mining operations have well established infrastructure, with mining hubs that are periodically moved to reduce transportation distances between mining operations and the hubs. The QP makes no recommendations regarding infrastructure.

1.1.2.5 Environment

Alcoa has established systems to facilitate adherence to environmental commitments and has made progress with modernizing environmental approvals and permits for Huntly, Willowdale and the future mining areas at Holyoake and Myara North. The QP recommends that the following action is taken:

Continued close engagement with EPA, DCCEEW and MMPLG to best enable a prompt resolution to approval and permitting process to minimize impacts to the Reserve estimate into the future.

Continued Compliance with all approval and permit requirements. Compliance with the conditions associated with the Alcoa Transitional Approvals Framework exemption is critical as the State Government reserves the right to, with reasonable notice, withdraw or amend the exemption at any point.

Finalization of the Catchment Risk Assessment tool in consultation with DWER, DBCA and other regulators.

Continued refinement of the WA Mining and Haul Road Drainage Design Manual in consultation with the Bauxite Hydrology Committee

Close-out the Auditor-compliant contaminated sites process related to the identification of low levels of PFAS and AFFF on site.

1.2 Economic Analysis

1.2.1 Economic Criteria

An un-escalated technical-economic model was prepared on an after-tax discounted cash flow (DCF) basis, the results of which are presented in this subsection.

Annual estimates of mine production with associated cash flows are provided for years 2024 to 2032 inclusive, based on Proven and Probable Reserves only.

Key criteria used in the analysis are discussed elsewhere throughout this TRS. General assumptions used are summarized in Table 1‑1. All values are presented in United States Dollars ($) unless otherwise stated.

Table 1‑1: LOM Technical-Economic Assumptions

Description

Value

Start Date

January 1, 2024

Mine Life based on Mineral Reserves

9 years

Average LOM Price Assumption

$21.46

Total Operating Costs

$4,887.7 million

Capital over nine years

$832.8 million

Income tax

$314.3 million

Discount Rate

12.00%

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Discounting Basis

End of Period

Inflation

0%

Corporate Income Tax Rate

30%

1.2.2 Cash Flow Analysis

The indicative economic analysis results, presented in Table 19‑3, indicate an after-tax NPV of $121.6 million at a 12.00% discount rate and an average bauxite price of $21.46/t over LOM.

Capital identified in the economics is for major mine moves, conveyor replacements, haul roads, and other sustaining operations.

The cashflow is presented on a 100% attributable basis.

The economic analysis was performed using the estimates presented in this TRS and confirms that the operations have a positive cash flow that supports the statement of Mineral Reserves.

Table 1‑2: LOM Indicative Economic Results

Description

Units

Total LOM

LOM

Years

9

LOM Bauxite Production

Mt

326.0

Average LOM Price

$/t

21.46

Gross Revenue

$ million

6,994.6

Labor

$ million

1,720.6

Service

$ million

932.7

Other

$ million

780.9

PAE – Corporate Chargebacks

$ million

207.2

Energy

$ million

121.3

Fuel

$ million

222.4

Supplies

$ million

238.8

Maintenance

$ million

576.0

On-site Mine Operating Costs

$ million

4,800.0

Off-site Mine Operating Costs

$ million

87.7

Corporate Income Tax

$ million

314.3

Net Income after Taxes

$ million

733.4

Depreciation Tax Savings

$ million

1,059.1

Sustaining Capital (2024 to 2032 inclusive)

$ million

$832.8

Closure Costs

$ million

Included in ARO under operating costs

Free Cash Flow

$ million

325.5

NPV @ 12.00%

$ million

121.6

 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

1.2.3 Sensitivity Analysis

Project risks can be identified in both economic and non-economic terms. Key economic risks were examined by running cash flow sensitivities. The operation is nominally most sensitive to market prices (revenues) followed by operating costs.

1.3 Technical Summary

1.3.1 Property Description

The Mineral Resource and Reserve estimates declared in this Report were derived for bauxite deposits located within the Darling Range in the southwest of Western Australia. The mining center of Huntly is located approximately 80 km to the southeast of Perth, and approximately 30 km northeast of the township of Pinjarra. Willowdale is located 100 km south-southeast of Perth, and approximately 20 km southeast of the township of Waroona.

The Pinjarra refinery is located adjacent to the east of the town of Pinjarra and is approximately 25 km southwest of the Huntly mining areas. The Kwinana refinery, also supplied by Huntly, is approximately 50 km northwest of Huntly in the city of Kwinana, a suburb approximately 40 km south of Perth. The Wagerup refinery, supplied by Willowdale, is located immediately adjacent to the east of the South Western Highway, approximately 8 km south of Waroona and 20 km west of the Willowdale mining area.

1.3.2 Land Tenure

The bauxite deposits are all located within ML1SA. The Agreement permits the exploration and mining of bauxite within the tenement boundaries. ML1SA was granted on 24 September 1961, for four 21-year periods, and the current lease expires on 24 September 2045, with provision for renewal extending beyond 2045. The current lease covers an area of 7,022.61 km², and extends from just north of Perth, to Collie in the south. The legislation under which Alcoa operates is overseen by the Mining and Management Program Liaison Group, which comprises representatives from several State Government departments. The current concession of ML1SA covers an area of 7,022.61 km², extending from the north of Perth on the eastern side to the town of Collie in the south.

Alcoa has the exclusive right to explore for and mine bauxite on all Crown Land within the ML1SA, however a number of environmental and statutory constraints exist within the area, and Alcoa is not permitted to access bauxite from the areas covered under these constraints. For example, the 2023-2027 MMP requires:

A reduction in mining activities inside higher risk areas within drinking water catchments.

Alcoa cannot undertake any new pit clearing in any areas with an average pit slope greater than 16% within any Reservoir Protection Zone (RPZ, 2 km from reservoir top water level).

An increase in rehabilitation and reduction in open areas.

A maximum annual clearing footprint of 800 ha.

Mineral Resources have not been defined in the constrained areas. In August 2001, Alcoa entered a sub-lease arrangement with a consortium referred to as the Worsley Participants. This arrangement permits the Worsley Participants to mine and process bauxites within the sub-lease area. Alcoa has not declared Mineral Resources within the sub-lease area.

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

1.3.3 Ownership

The mining rights and assets involved with bauxite mining and alumina refining in Australia are 100% owned by Alcoa of Australia Limited (AofA), an affiliate of Alcoa owned by Alcoa World Alumina and Chemicals (AWAC). AWAC is an unincorporated global joint venture between Alcoa and Alumina Limited, a company incorporated under the laws of the Commonwealth of Australia and listed on the Australian Securities Exchange. AWAC consists of a number of affiliated entities that own, operate or have an interest in bauxite mines and alumina refineries, as well as an aluminum smelter, in seven countries. Alcoa Corporation owns 60% and Alumina Limited owns 40% of these entities, directly or indirectly, with such entities being consolidated by Alcoa Corporation for financial reporting purposes.

1.3.4 History

Bauxite occurrences were first recorded in the Darling Range in 1902. Bauxite was detected as a result of analyzing laterite from Wongan Hills, and subsequently through examination of lateritic road gravels from several localities in the Darling Range. The Geological Survey of Western Australia (Geological Survey) produced studies and publications, driving the bauxite exploration, though most attention was focused on localities in the Darling Range close either to Perth or to railway lines servicing towns such as Toodyay and York. By 1938 bauxite deposits were known to be common throughout the Darling Range over an area of 560 km long by 40 km to 80 km wide. The Geological Survey maintained interest in Darling Range laterite as an economic source of aluminum until the 1950s. However, by the late 1950s exploration had been taken over by mining companies. The earliest non-government exploration for bauxite was carried out in 1918 by the Electrolytic Zinc Co. of Australia Pty Ltd, deeming the deposits to be generally low grade and not of commercial value, though like earlier explorers, did not focus upon the underlying friable units.

No further private exploration took place until 1957 when Western Mining Corporation Ltd (WMC) began to explore for bauxite in the Darling Range. Following a regional reconnaissance, a joint venture company, Western Aluminum NL (WANL), formed by WMC with North Broken Hill Ltd and Broken Hill South Ltd, explored temporary reserves over a large portion of the southwest. These areas were part of a Special Mineral Lease (ML1SA) granted to WANL in 1961.

By 1961, WANL had delineated 37 Mt of bauxite at an average grade of 33% AL. Also in 1961, WANL joined with the Aluminum Company of America Ltd (Alcoa US), allowing additional systematic exploration of lease ML1SA. Commercial mining was finally started in 1963 at Jarrahdale and continued until 1998, supplying bauxite to the Kwinana refinery.

In 1977 WANL became Alcoa. As of December 2023, the Huntly and Willowdale mining operations remain active. Huntly supplies bauxite to the Kwinana and Pinjarra refineries (approximately 25 million tonnes per annum, Mtpa) while Willowdale supplies the Wagerup refinery (approximately 10 Mtpa).

1.3.5 Geological Setting, Mineralization, and Deposit

The Mineral Resource estimates declared in this Technical Report Summary were derived for bauxite deposits located within the Darling Range in the southwest of Western Australia. The Darling Range comprises a low incised plateau formed by uplift along the north-south trending Darling Fault, which is a major structural lineament that separates the Pinjarra Orogen to the west, from the Yilgarn Craton to the east. The range extends for over 250 km, from Bindoon in the north to Collie in the south.

Bauxite deposits have been identified throughout the Darling Range and generally occur as erratically distributed alumina-rich lenses within the eroded laterites that mantle the granites to the east of the scarp line. The bauxites are thought to have formed from the lateritization

 

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Alcoa Corporation
S-K 1300 Report

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SLR Project No.: 410.065239.00001

 

of the peneplained surface of the Western Gneiss Terrane rocks. Lateritization is thought to have commenced during the Cretaceous and continued through to the Eocene, with the subsequent periodic activity of the Darling Fault resulting in the current landform of scarps and deeply incised valleys on the western edge of the Darling Range.

Most of the bauxites display a typical profile comprising the following sequence, from the top down:

Overburden: A mix of soils, clays, rock fragments and humus that is typically 0.5 m deep, but deeper pockets are common.

Hardcap: An indurated iron-rich layer that is usually 1 m to 2 m thick. It is generally high in available alumina (AL) and low in reactive silica (SI).

Friable Zone: A partially leached horizon that usually contains a mix of caprock fragments, clasts, nodules, pisolites, and clays. It is usually a few meters thick but can exceed several meters in places. It is generally high in AL and low in SI.

Basal Clay: A kaolinitic clay horizon that represents the transition zone between the Friable Zone and the underlying saprolitic material. It is generally high in SI and low in AL.

The Hardcap and Friable Zone are targeted as the ore horizon. Selective mining practices are applied to minimize the inclusion of Overburden, because of its elevated organic carbon levels, and Basal Clay because of its elevated SI concentrations. Within the Hardcap and Friable Zone, the dominant minerals, in order of abundance, are gibbsite, quartz, goethite, kaolinite, and hematite, with lesser amounts of anatase and muscovite.

1.3.6 Exploration

Systematic exploration for bauxite within the region commenced in the 1960s and is conducted on a continuous basis to maintain sufficient Resources and Reserves to meet refinery supply. Alcoa systematically drills the laterite areas on a regular grid spacing of 60 × 60 m, followed by successive infill programs in selected areas that reduce the spacing to 30 × 30 m, and finally to 15 × 15 m. The 2023 Mineral Resource estimates were derived from data acquired from a total of 361,026 holes, drilled between 1981 and 2023, with approximately 80% of the holes drilled after 2009.

The planned drill hole collar locations are pegged by Alcoa surveying staff using real time kinematic differential global positioning system (RTK DGPS). Prior to mid-2015, theodolite/ total stations and DGPS were used to position the 60 m spaced holes, and the 30 m and 15 m grids were positioned by taping and optical square sighting between the 60 m pegs. If the drill rig cannot be setup within 2 m of the peg, the offset distance is measured and marked on the driller’s log. Alcoa has recently introduced the practice of resurveying all drill hole locations after drilling. However, the planned coordinates are used for subsequent modelling activities.

All holes are assumed to be vertical. However, the drill rigs have limited levelling capability, and most holes are orthogonal to the local surface gradient, resulting in deviations of several degrees from vertical.

A digital elevation model representing the natural surface was prepared from a combination of collar survey data, LiDAR data, and satellite imagery.

The drilling is conducted using a fleet of tractor-mounted vacuum rigs, which have been modified to operate in forested areas with minimal clearing or ground preparation. In 2015, Alcoa added aircore drilling rigs to the fleet. These rigs are also tractor-mounted and are fitted with a similar sample collection system to that used on the vacuum rigs. The rigs are fitted with hollow-bladed bits that have a nominal cutting diameter of 45 mm and an internal retrieval tube diameter of 22–25 mm.

 

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Alcoa Corporation
S-K 1300 Report

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SLR Project No.: 410.065239.00001

 

All samples are collected on 0.5 m intervals, with the material extracted via the hollow drill stem into a collector flask attached to the cyclone underflow. Each sample, which weighs approximately 1.5 kg, is repeatedly passed through a riffle splitter to yield a retained split weighing approximately 200 g. This material is placed into barcode-labelled sample packets for dispatch to the test laboratory. The remaining material is discarded.

For each hole, the drillers prepare a log sheet that contains survey, drilling, geological logging, and sample submission information.

1.3.7 Mineral Resource Estimates

The long production history of Alcoa’s ML1SA operations has resulted in the development of an integrated approach for data collection, bauxite delineation, and production planning, aimed at providing feedstock that meets the technical specification requirements of the local refineries. In the past few years, Alcoa recognized that some of its procedures required optimization and updating to be more consistent with best practice approaches within the industry. They commenced a process of investigation and revision of many of these procedures but recognized that this must be implemented in a staged manner to ensure that the Mineral Resources and Mineral Reserves delineation procedures remain consistent with, and do not result in significant disruption to, current mining practices. In 2019, they began introduction 3D block modelling techniques to replace the polygon and gridded seam modelling resource estimation procedures. Approximately 63% of the tonnages that contribute to the current Mineral Resource (exclusives Mineral Reserves) have been prepared using the new 3D block modelling procedures.

The majority of the estimates that make up the current Mineral Resource inventory were prepared using techniques that Alcoa has developed since the commencement of mining in 1963. Over the period, Alcoa developed an integrated approach to data collection, resource definition, and mining that has proven effective in meeting the refineries’ feedstock requirements.

The development of the resource estimation procedures largely predates the wider industry move to block modelling and geostatistical estimation techniques that occurred in the 1990s. Although there have been numerous changes and refinements to Alcoa’s procedures, these systems are essentially a semi-automated implementation of the traditional 2D polygonal estimation techniques.

A legacy of the development history of the resource estimation system is that different procedures were used to delineate Mineral Resources using the 30 m and 60 m spaced data, termed the ResTag procedures, compared to those defined using the 15 m spaced data, termed the Gridded Seam Model (GSM) procedures.

The estimates defined using the 15 m spaced data are limited to the material that is planned to be mined. The parameters used by Alcoa meant that the resultant estimates were essentially nearest neighbor polygonal estimates.

In 2019, Alcoa introduced 3D block modelling and geostatistical estimation techniques, which they term the 3D Block Model (3DBM) procedures, to replace the polygonal and gridded seam modelling techniques.

In essence, all techniques largely rely upon the definition of a resource floor based on AL and SI cut-off grade criteria applied to both individual and accumulated sample grades (for the traditional approaches) or individual and accumulated model grades (for the 3DBM approach). Minimum thickness criteria are also considered. For the models defined using the 15 m spaced data, practical mining constraints are also included in floor definition, including stripping ratios, and the floor heights in surrounding holes. The sample grades in each drill hole or column of model cells are composited over the interval between the base of overburden and the resource floor.

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

The lateral constraints are initially defined using AL and SI grade thresholds, and then modified to include minimum area, minimum composite numbers, and maximum internal waste criteria. Additional constraints are applied for the resources defined using 15 m spaced data. These include maintaining equipment transit corridors and including minimum buffer distances around environmental exclusion zones and bedrock outcrop.

The resource outlines are divided into resource blocks that delineate sub-regions containing material with similar grade characteristics, and contain tonnages that can be used for long-term, medium-term, and short-term scheduling activities (80 kt to 100 kt for 60 m spacing, down to 20 kt to 40 kt for 15 m spacing). For the 30 m and 60 m areas, the resource blocks are assigned the length-weighted average grades of the enclosed composites.

The model contains estimates for a range of constituents that are of prime importance for Bayer processing including AL, SI, oxalate, sulphate, boehmite, and iron. Validation included visual and statistical checks between the input data and resource block estimates, comparisons of the estimates derived from different data spacings, and comparisons of the estimates with production data.

The annual reconciliation data for the past 12 years indicate the presence of grade and tonnage biases which, although some show long-term trends, appear to be relatively consistent and predictable on a year-to-year basis. The As Mined tonnage estimates are consistently biased high by approximately 5%. The As Mined AL is biased low but has shown a gradual improvement from 5% to 1%, relative over the past decade. The As Mined SI is biased low but has shown a gradual improvement from around 30% to 10% relative over the past decade. Most other constituents exhibit similar bias reductions over the past decade.

The Mineral Resource classifications have been applied to the resource estimates based on consideration of the confidence in the geological interpretation, the quality and quantity of the input data, the confidence in the estimation technique, and the likely economic viability of the material.

There are limited quality assurance data to enable a thorough assessment of the reliability of the estimation datasets, and nowadays the minority of the Mineral Resource estimates (inclusive Mineral Reserves) have been prepared using traditional 2D estimation techniques which have known limitations when used to prepare local estimates. However, the long production history and significant amount of reconciliation data indicate that past estimates prepared using these techniques have been relatively reliable and predictable.

Based on the above considerations, the main controlling factors for Mineral Resource classification are deemed to be sample spacing, geological modelling and block model criteria, and data quality.

1.3.8 Mineral Reserve Estimates

A Mineral Reserve has been estimated for Alcoa’s Darling Range bauxite mining operations in accordance SEC S–K 1300 which are consistent with the guidelines of the Australasian Code for Reporting of Exploration Results, Mineral Resources and Mineral Reserves (the JORC 2012 Code).

The QP inspected the Alcoa Huntly and Willowdale operations and Mine Planning Department between October 24th and 25th October 2023 and visited Alcoa’s Mine Planning department on October 26th and 27th 2023, interviewing relevant personnel on these dates and on other occasions. The QP has prior knowledge of the asset being involved in the previous Mineral Reserve Statement in the preceding years (2021 and 2022).

The Mineral Reserve is classified with reference to the classification of the underlying Mineral Resource and with reference to confidence in the informing Modifying Factors. The

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

QP considers the Proven and Probable classification to be appropriate to the deposit and associated mining operations.

The reference point for the Mineral Reserve is prior to the processing plant at the refinery.

The Proven Mineral Reserve is a subset of Measured Resources only. The Proven Mineral Reserve is included in the Long Term Mine Plan (LTMP) and is approved for mining.

The Probable Mineral Reserve is estimated from that part of the Mineral Resource that has been classified as Indicated or from Measured resources that are not yet approved for mining.

Variable cut-off grades are applied in estimation of the Mineral Reserve, and these are related to operating cost and the nature of the Mineral Resource in relation to blending requirements. The Mineral Reserve estimate is expressed in relation to available aluminum oxide (AL) and reactive silica (SI), this being the critical contaminant in relation to the Refinery.

1.3.9 Mining Methods

The Huntly and Willowdale mines employ conventional open pit mining practices and equipment. The fleet is mixed between contract and owner-operator, depending on the nature of the task at hand. Owner operator equipment is used for mining the bulk of the Mineral Reserve, operating in areas away from those subject to environmental restrictions. Contract mining operates smaller equipment, day shift only, in environmentally (noise) sensitive areas and at the perimeter of the mining area.

Following definition of Mineral Reserve blocks, vegetation is cleared ahead of mining by the Western Australian State Forest Products Commission (FPC), saleable timber being harvested for use. On receipt of clearance to proceed from the FPC, Alcoa operations commence stripping topsoil and secondary overburden removal (SOBR) using small excavators, scrapers, and trucks. Soil is stockpiled at the site, away from the proposed pit, for rehabilitation purposes.

Mining progresses on 4 m benches, utilizing a contour-mining sequence, cutting benches across the topography, working from top to bottom, maintaining the flattest floor obtainable to a maximum overall gradient of 1:10. This is most pronounced in steep areas. Most of the mineralization lies beneath a gently undulating topography and contour mining is minimal.

After completion of mining, overburden is progressively backfilled into adjacent exhausted pits, topsoiled and rehabilitated by re-establishment of native vegetation, creating a stable post-mining landform that replicates the pre-existing environment.

1.3.10 Processing and Recovery Methods

The QP notes in accordance with the mine planning reviewed, total (T.SiO2) and SI contents, on an annual average basis, remains on the target for refineries for the next nine years. This means, there are no evidence of any deleterious element’s presence in the Darling Range ore within the next nine years of production.

The process plant for the Darling Range operations consists of two separate crushing facilities at the Huntly and Willowdale mines. Both facilities crush the Run-of-Mine (ROM) and currently convey the crushed ore to three separate refineries located at Pinjarra, Kwinana and Wagerup.

The power consumption of the Huntly operation is approximately 8,000 Megawatt-hour (MWh) to 9,000 MWh per month. The Willowdale power consumption is approximately 2,000 MWh per month.

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

The process plant is a dry crushing operation and therefore water is only required for dust suppression and is included as part of mine water consumption. Water is not required as a consumable for the plant.

1.3.11 Infrastructure

The infrastructure for the mining operations is established and operational. During 2021, the infrastructure hub for Willowdale was relocated 16 km southwards from Orion (after having been based there for 21 years) to the Larego Hub which is located about 20 km north-east of the town of Harvey. The hub hosts new administrative offices, as well as crushing facilities and maintenance facilities. The Orion Hub site has been decommissioned.

Extensive haul road networks, rail, and overland conveyors transport crushed bauxite from the Hubs to the refineries (namely Kwinana, Wagerup and Pinjarra). Bauxite is transferred from each mine to the refineries primarily via long distance conveyor belt, apart from the Kwinana refinery which receives bauxite via railway. The Alumina produced by the three refineries is then currently shipped to external and internal smelter customers through the Kwinana and Bunbury ports.

It was announced in January 2024 that the Kwinana refinery will undergo curtailment beginning in the second quarter of 2024. Current mine plans do not accommodate this curtailment but will be amended to include a staged reduction of supply to the refinery through the third quarter of 2024.The Darling Range’s Pinjarra refinery receives power from the South West Interconnected System (SWIS). The refinery also has internal generation capacity of 100 MW from four steam driven turbine alternators, with steam produced by gas fired boilers and a gas turbine Heat Recovery Steam Generator (HRSG). The refinery supplies power to the Huntly Mine by three different power supply lines (a single 33 kV and two 13.8 kV). Willowdale Mine has a single 22 kV power supply fed from the Wagerup refinery. The Wagerup refinery is a net exporter of power to the SWIS, with internal generation capacity of 108 MW from three steam driven turbine alternators and one gas turbine. The steam is produced by gas fired boilers.

The WA mines are licensed by the Department of Water and Environmental Regulation (DWER) to draw surface water from five locations to meet their water supply requirements. The Huntly mine draws water from Banksiadale Dam and Boronia Waterhole. Huntly mine also holds a license to draw water from Pig Swamp and Marrinup, however these resources are retained as a backup water supply and have not been utilized in recent years. Huntly mine is also permitted to draw water from South Dandalup Dam under an agreement with the Water Corporation. A pumpback facility from South Dandalup Dam to Banksiadale Dam is used to raise levels in Banksiadale Dam during periods of low rainfall runoff. Willowdale Mine draws water from Samson Dam.

There are no Alcoa accommodation facilities within the Darling Range. As described above, the Huntly and Willowdale mining areas are within proximity to established population centers including Pinjarra approximately 30 km to the southwest of Huntly and Waroona approximately 20 km northwest of Willowdale. Onsite facilities include offices, ablutions, crib-rooms and workshops, all of which were observed to be in excellent condition.

No tailings are generated within the boundaries of the mining operations. The management of tailings generated downstream at the refineries is beyond the boundaries of the Darling Range mining operations and are therefore not considered in this TRS. Alcoa’s Darling Range mining operations do not produce mine waste or “mullock” in the same manner as conventional mining operations and waste dumps are not constructed.

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

1.3.12 Market Studies

Alcoa Corporation is a vertically integrated aluminum company comprising bauxite mining, alumina refining, aluminum production (smelting and casting), and energy generation.

Through direct and indirect ownership, during 2023 Alcoa Corporation had 27 locations in nine countries around the world, situated primarily in Australia, Brazil, Canada, Iceland, Norway, Spain, and the United States. Governmental policies, laws and regulations, and other economic factors, including inflation and fluctuations in foreign currency exchange rates and interest rates, affect the results of operations in these countries.

There are three commodities in the vertically integrated system: bauxite, alumina, and aluminum, with each having their own market and related price and impacted by their own market fundamentals. Bauxite, which contains various aluminum hydroxide minerals, is the principal raw material used to produce alumina. Bauxite is refined using the Bayer process to produce alumina, a compound of aluminum and oxygen, which in turn is the raw material used by smelters to produce aluminum metal.

Alcoa obtains bauxite from its own resources and processes over 80% of its combined bauxite production into alumina. The remainder is sold to the third-party market. In 2023, total Alcoa production was 41.0 million dmt (dry metric tonne) of bauxite.

China is the largest third-party seaborne bauxite market and accounts for more than 90% of all bauxite traded. Bauxite is sourced primarily from Australia, Guinea, and Indonesia on the third-party market. In the long run, China is expected to continue to be the largest consumer of third-party bauxite with Guinea expected to be the majority supplier. Further, third-party traded bauxite is expected to be in surplus over the next decade, with most new mining projects announced recently being located in Guinea.

Bauxite characteristics and variations in quality heavily impact the selection of refining technology and refinery operating cost. A market bauxite with high impurities could limit the customer volume an existing refinery could use, resulting in a discount applied to the value-in-use price basis.

Besides quality and geography, market fundamentals, including macroeconomic trends – the prices of raw materials, like caustic soda and energy, the prices of Alumina and Aluminum, and the cost of freight – will also play a role in bauxite prices.

In 2016, Darling Range entered into a 5-year third-party sales contract with a major alumina producer in China. Following the expiration of the third-party sales contract at the end of 2021, all bauxite production from Huntly and Willowdale was consumed internally by the Darling Range.

The pricing mechanism of the third-party sales contract was based on a value-in-use methodology (as described in Section 16.1) that was anchored to the customer’s other bauxite sources at the time of execution, with a market adjustment factor linked to the Alumina price.

A price of $19.77/t has been utilized for 2024 with an estimate for economic market-based factors applied throughout the LOM.

 

 

 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

1.3.13 Environmental Studies, Permitting and Plans, Negotiations, or Agreements with Local Individuals or Groups

Alcoa has established practices and processes for enabling conformance to environmental requirements. Sensitive areas are identified and managed ahead of disturbance. Environmental factors are taken into account prior to infill drilling; hence, mining blocks carrying environmental risks do not feature in the Mineral Reserves (for example, areas around granite outcrops and water courses have a buffer applied and are essentially no-go areas from a mining perspective). Mining in some areas became more constrained in 2023 as a result of internal and external factors.

The 2023-2027 MMP was developed by Alcoa and approved in December 2023. The MMP describes the way in which Alcoa mines within Mining Lease ML1SA at Huntly and Willowdale. For example, Alcoa undertakes surveys to inform the mine plan development, facilitate characterization of ore quality and volumes, assess geotechnical conditions, identify constraints and protect or manage important environmental, cultural heritage and social values.

Changes from what was reported in the 2022 TRS under the previous MMP include but are not limited to:

Reduce mining activities inside higher risk areas within drinking water catchments.

Alcoa will not undertake any new pit clearing in any areas with an average pit slope greater than 16% within any Reservoir Protection Zone (RPZ, 2 km from reservoir top water level).

Increase rehabilitation and reduce open areas where possible, with priority in higher risk areas.

Maximum annual clearing footprint of 800 ha.

Revise the Rehabilitation Completion Criteria by 31 December 2024, in consultation with DBCA.

These changes have resulted in a presumed temporary decrease in operability and associated decrease in Reserve estimation.

Alcoa is modernizing its environmental approvals framework for the Huntly Bauxite Mine by referring future mining plans beyond the scope of the 2023-2027 MMP for assessment under Part IV of the Western Australian Environmental Protection Act 1986 (EP) and the Australian Environment Protection and Biodiversity Conservation Act 1999 (EPBC Act). The future mining plans that have currently been referred to both state and federal departments propose to transition the Huntly Mine into the proposed Myara North and Holyoake mine regions within Alcoa’s Mining Lease ML1SA.

The resulting Environmental Impact Assessments (EIAs) under State and Federal legislation will inform stakeholders on long-term mine plans and environmental management requirements and facilitate the setting of approval conditions.

Importantly, on 14 December 2023 the State Government announced the Alcoa Transitional Approvals Framework which will enable Alcoa to continue mining as defined in the current 2023-2027 MMP while the formal Western Australian Environmental Protection Authority (EPA) EIA is in progress. In most circumstances, activities under assessment must cease during the EPA’s process. Note, that the State Government reserves the right to, with reasonable notice, withdraw or amend the exemption at any point.

As reported in the TRS for 2022, numerous baseline studies have been completed to support approvals for future extensions to the mining footprint to the Myara North and Holyoake regions. Baseline studies are guided by the requirements of the EPA and guidelines under the EPBC Act and are well understood.

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Construction for Myara North will be commenced pursuant to the requirements of the Ministerial Decision, which will be issued upon completion of the EPA assessment process indicatively forecast for completion in approximately mid-2025, as opposed to the third quarter of 2024 as reported in the TRS for 2022. The timeframe to approval of Myara North and Holyoake under the EP Act and EPBC Act can be estimated, but not predicted with certainty; further delays are possible.

There is no requirement for the monitoring of any tailings or mine waste dumps associated within the mining operations as:

No tailings are generated within the boundaries of the mining operations.

Alcoa’s Darling Range mining operations do not produce mine waste - waste dumps are not constructed. Overburden from Darling Range ore blocks is carefully segregated for later contouring and rehabilitation of adjacent, completed mining operations. Caprock and other non-viable rock is used to backfill these shallow, completed pits and the viable topsoil spread on top, contoured, and revegetated.

Alcoa’s mine sites are monitored in accordance with the conditions of Government authorizations and its operational licenses at Huntly (L6210/1991/10) and Willowdale (L6465/1989/10). Outcomes of and compliance with the management and monitoring programs are tracked within Alcoa’s Environmental Management System and reported within the Annual Environmental Review report:

Review of the most recent report, JTSI Annual Environmental Review 2022 (dated May 2023), largely reported compliance with environmental commitments and success of operational controls to manage environmental objectives.

The one area with a substantial change in success was related to an increase in number and volume of spills at Huntly. A key contributor to spills at Huntly was the change-out of coolant hoses across the heavy vehicle fleet in January/February 2022. This was found to be the result of faulty new coolant hoses. Alcoa’s hose supplier undertook an investigation and identified the cause of the hose failures as an issue in the manufacturing process. All trucks were stood down following the supplier investigation and the faulty hoses changed out. The coolant hose failure events were 34% (almost 3,000L) of Huntly’s LOC events between January 2022 and July 2022 and were a significant contributor to the number of spills.

Alcoa has established systems and processes for maintaining its social license to operate and was admitted to ICMM in 2019, aligning to its social performance requirements. Related to the requirements of the MMPLG, Alcoa’s actions include an annual 5-year consultation process aligned with the 5 Year Mine Plan. The consultation process involves engaging with affected landowners. Alcoa’s consultation extends to shires, as well as state and local government.

Community consultation results (both in-bound [e.g. noise complaints] and out-bound [e.g. Alcoa-initiated engagement with stakeholder groups]) are recorded in the Community Consultation System (CCS). Annual targets for consultation are set based on current and proposed mine plans. CCS allocates and tracks follow-up actions.

Alcoa has formally consulted and engaged survey work from the relevant Traditional Owners (Gnaala Karla Booja) across its operational footprint. Alcoa will prepare a Cultural Heritage Management Plan for ML1SA by 31 December 2024, in consultation with Gnaala Karla Booja.

Alcoa is implementing a Social Performance Management System (SPMS) across its global operations. Alcoa has conducted a gap analysis of existing practices against best-in-class social management systems and defined a program to close these gaps, which are mostly related to developing a more structured approach to social risk management and formalizing Alcoa’s social performance actions.

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Alcoa’s Closure Planning group for Darling Range (located within the Global Planning Team) is responsible for developing the closure planning process as well as the subsequent Long-Term Mine Closure Plans (LTMCPs) of Alcoa’s WA Mining Operations (Huntly and Willowdale). Closure Strategies, Schedules and Cost Estimates are being developed across organizational divisions and includes multidisciplinary inputs from Operations, Mid- and Short-term Planning, Finance, Centre for Excellence, Environment and Asset Management (both Fixed and Mobile Plant). The agreed closure requirements for Darling Range centers around the return of Jarrah Forest across the site.

The Alcoa procurement system defines “local” as the localities of Dwellingup, Harvey, Pinjarra, Waroona, Coolup, North Dandalup, Jarrahdale and Yarloop. Within Alcoa’s guidelines of safe, ethical, and competitive business practices, they state they will:

Invite capable local businesses to bid on locally supplied or manufactured goods or services.

Give preference to local business in a competitive situation.

Work with local business interest groups to identify and utilize local suppliers.

Where possible, structure bids to enable local supplier participation.

Alcoa also endeavors to add value to Traditional Owners and the local economy through the use of businesses owned by Traditional Owners, businesses that employ and work with Traditional Owners and locally owned businesses.

1.3.14 Capital and Operating Cost Estimates

Alcoa forecasts its capital and operating costs estimates based on annual budgets and historical capital and operating costs over the long life of the current operation.

1.3.14.1 Capital Costs

The operation is well-established, and the LOM plan does not envisage any significant change to the production rate over the LOM. Anticipated future major capital expenditure is related to major mine moves and sustaining the on-going operations.

Projected capital expenditure over the next nine years of mine life is estimated to total $833 million, although this will include capital outlay required to extend the mine life much beyond the nine-year period covered by the valuation. Of this total, it is understood that $216 million is associated with completing the mine move to the Myara North site. Capital for the Holyoake move is estimated to be $324 million.

A breakdown of the major expenditure areas and total expenditure over the Mine Plan is shown in Table 1‑3.

Table 1‑3: Nine Year LOM Sustaining Capital Costs by Area

Project

Cost
$ Million

Percentage of Total

Mine Moves

541

65.0%

Conveyor Belt Replacements

31

3.7%

Haul Road Improvements

112

13.4%

Other Sustaining capital

149

17.9%

Total

832.8

100%

 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Other capital costs are for replacement of conveyors, haul road improvements and other sustaining capital needed to continue the operations.

Alcoa’s sustaining capital estimates for Darling Range are derived from annual budgets and historical actuals over the long life of the current operation. According to the American Association of Cost Engineers (AACE) International, these estimates would generally be classified as Class 1 or Class 2 with an expected accuracy range of -3% to -10% to +3% to +15%.

1.3.14.2 Operating Costs

The main production mining operations are primarily Owner-operated using Alcoa equipment and employees. Contractors are also used for certain activities on site.

Operating costs for the current LOM of nine years are based on the 2023 budget (i.e. Alcoa’s 2023 long-term plan).

No items have been identified that would significantly impact operating costs either positively or negatively over the life of mine. Minor year-to-year variations should be expected based upon maintenance outages and production schedules. It should be noted that the current mine plans and operational cost projections reviewed by the QP do not yet reflect the impact of the Kwinana refinery curtailment (announced 8th January 2024), Alcoa is working to provide mine planning updates and indicate these will be completed during 2024.

Forecast costs for 2024 and average mine operating costs for the nine-year LOM are shown below in Table 1‑4.

Table 1‑4: LOM On-site Mine Operating Costs by Category*

Cost Centre

2024
($/wmt)

Average LOM
($/wmt)

Percentage of Operating Cost

Direct Labor

$4.38

$5.28

36%

Services

$3.58

$2.86

20%

Other

$1.89

$2.40

16%

Corporate Chargebacks for support services

$0.68

$0.64

4%

Energy

$0.33

$0.37

3%

Fuel

$0.37

$0.68

4%

Operating Supplies and Spare Parts

$0.58

$0.73

5%

Maintenance (fixed plant and mobile fleet)

$1.40

$1.77

12%

Mine Operating Cash Cost ($/wmt)

$13.22

$14.72

100%

 

 

 

 

Off-site Costs

 

 

 

G & A, selling and other expenses

$0.26

$0.24

 

R & D Corporate Chargebacks

$0.03

$0.03

 

Total Cash Operating Costs

$13.51

$14.99

 

*Due to rounding, numbers presented may not add up precisely to the totals provided.

Services costs include contractor costs for certain mining activities such as in noise sensitive areas and for haul road construction services, in select areas of pit development, and during landscaping activities for rehabilitation after mining.

As of December 2023, the Huntly and Willowdale operations together employ 899 employees consisting of 48 technical, 80 management and 771 operations employees. Additionally, 98 employees are centrally employed on the combined operations.

 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

2.0 Introduction

SLR International Corporation (SLR) was appointed by Alcoa Corporation (Alcoa) to prepare an independent Technical Report Summary (TRS) on the Darling Range bauxite mines, located in Western Australia. The purpose of this report is to support the Mineral Resource and Mineral Reserve estimates for the mines as of December 31, 2023. This TRS conforms to the United States Securities and Exchange Commission’s (SEC) Modernized Property Disclosure Requirements for Mining Registrants as described in Subpart 1300 of Regulation S-K, Disclosure by Registrants Engaged in Mining Operations (S-K 1300), and Item 601(b)(96) of Regulation S-K. This Technical Report Summary updates the TRS titled “Technical Report Summary for Darling Range, Western Australia,” with an effective date of December 31, 2022, that was prepared in accordance with S-K 1300 and Item 601(b)(96) by SLR for Alcoa.

Alcoa is one of the world’s largest aluminum producers and is a publicly traded company on the New York Stock Exchange (NYSE). The company owns and operates integrated bauxite mining, alumina refining and aluminum smelting operations at numerous assets globally across nine countries. Alcoa is also a Joint Venture partner for several other integrated operations in Brazil, Canada, Guinea, and Saudi Arabia.

The Darling Range, located south of Perth in Western Australia, comprises two active bauxite mining areas – the Huntly and Willowdale mines – owned and operated by Alcoa of Australia Limited, which is 60% owned by Alcoa Corporation and 40% owned by Alumina Limited. The Huntly and Willowdale operations collectively represent one of the world’s largest bauxite mines which supplies Alcoa’s three aluminum refineries in the region: Kwinana, Pinjarra, and Wagerup. On the basis that both mining areas supply ore to the same local refineries which are also operated by Alcoa, and that both mining areas are located within the same mining lease boundary, SLR considers the mines a single property for the purposes of this report.

Alcoa has a long history of mining in the Darling Range with Huntly and Willowdale commencing commercial production in 1972 and 1984 respectively. These mining areas were preceded by the Jarrahdale bauxite mine which was operational between 1963 and 1998. The Huntly mine currently supplies bauxite to the Pinjarra and Kwinana refineries, while the Willowdale mine supplies the Wagerup refinery. The mines collectively produce approximately 35 Mtpa of bauxite, with approximately 25 Mtpa from Huntly and 10 Mtpa from Willowdale. For the purposes of this report, available alumina (A.Al2O3) is abbreviated to AL, and reactive silica (R.SiO2) is abbreviated to SI.

2.1 Site Visits

SLR Qualified Persons (QPs) for Geology/Resources and Mining/Reserved visited the sites between 24 October to 27 October, 2023. The SLR Geologist and SLR Mining Engineer were accompanied by various Alcoa personnel to undertake site visits, inspections of various aspects of the Huntly and Willowdale mining areas. Further discussions on reconciliation, geological modeling, long term mine planning, and permitting were undertaken at the Booragoon office. Table 2‑1 below provides a summary of the site visit. Alcoa provided permission to document the site visit with video, photos, and audio which were shared with the other SLR team members. Further, an SLR Environmental practitioner attended the Huntly visit to review pertinent items such as the site constraints and other aspects of rehabilitation (as part of the broader Modifying Factor review).

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

 

Table 2‑1: Site Visit Summary

Date

Day

Tasks / Areas of Investigation

Comments

24-Oct

Tues

Willowdale Mine tour

Inspect grade control process and mining operation

MTP

Medium Term Planning discussion at Pinjarra Hub.

25-Oct

Wed

Mine tour for Huntly Mine Myara

Operations and short term mine planning discussions. Mine site visit to river/ reservoir exclusion zone. Inspect grade control process, mining operations and replacement equipment. Review mulching & rehabilitation areas.

Hydrology/ Hydrogeological overview. Economics, Financial modelling/Environmental risk mitigation

Finance and Environmental discussions at Pinjarra Hub.

26-Oct

Thu

Reconciliation/LOA model, cut off grades, LTMP

LTMP for Huntly and Willowdale

Deeplime/Approvals/Regional Environmental issues

Modelling process/MMP and Part IV Approvals

27-Oct

Fri

Reporting approach/Review feedback

Meet with Karthik and Alex Greaves

2.2 Sources of Information

During the preparation of this Technical Report Summary, discussions were held with personnel from Alcoa Corporation and the Huntly and Willowdale Mines, as below:

Table 2‑2: List of Alcoa staff who had input into discussions with SLR QPs

Name

Position

Department

Area of responsibility

Alex Hatch

Principal Geologist

Global Planning

Geology - Review Coordinator

Vanessa Collins

Mining Engineer

Willowdale

Operational Planning

Rhys Van Asselt

Mining Engineer

Willowdale

Operational Planning

Damian Brown

Mine Planner

Willowdale

Grade Control

Darrin Strange

WA Mining Manager

WA Mining

WA Mines

Jaime Eleuterio

Technical Services Manager

WA Mining

Medium Term Planning

Ryan Jack

Senior Mine Planning Engineer

WA Mining

Medium Term Planning - Willowdale

Stephanie Lewis

Short Term Planning Superintendent

Huntly Mine

Operational planning

Eva van Hooijdonk

Mining Engineer

Huntly Mine

Operational planning

Patricia Bostock

WA Mining Controller

WA Mining

Finance

Deborah May

Assistant Controller WA Mining

WA Mining

Finance

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Grant Griffiths

Environmental Superintendent

WA Mining

Environmental Planning and improvement/Catchment risk management

Rishi Kumar

Senior Mining Engineer

Mining CoE

Mining Improvement Projects - Reconciliation

Neylor Aguiar

Principal Mining Engineer

Global Planning

Long Term Mine Planning - Darling Range

Lucas Tuckwell

Senior Resource Geologist

Global Planning

Geology - Resource/Reserve Modelling

Kane Moyle

Director of Regulatory Approvals

Regulatory Approvals

Regulatory Approvals - MMP and transition

Ashley Bird

Approvals Manager

Regulatory Approvals

Regulatory Approvals - Part IV/EPBC

Jennifer Longstaff

Director Environment Australia

Environmental CoE

Environmental

Karthik Sampath

Global Planning Director

Global Planning

Planning

Alex Greaves

Global Mine Planning Manager

Global Planning

Mine Planning

Tom Green

Resource Development Manager

Global Planning

Resource Development

The documentation reviewed, and other sources of information, are listed at the end of this report in Section 24.0.

2.3 List of Abbreviations

Units of measurement used in this report conform to the metric system. All currency in this report is United States dollars (US$), unless otherwise noted.

Abbreviation

Description

$

United States Dollars

°C

degree Celsius

°F

degree Fahrenheit

2D

2-dimensional

3D

3-dimensional

3DBM

3D Block Model

a

Annum

A

Ampere

A.AlO or AL

available alumina

AACE

American Association of Cost Engineers

AFFF

Aqueous Film Forming Foams

AGD

Australian Geodetic Datum

Alcoa

Alcoa Corporation

Alcoa US

Aluminum Company of America Ltd

AMG

Australian Map Grid

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

AMPD

Absolute Mean Percentage Difference

AMSL

above mean sea level

AMWU

Australian Metal Workers Union

AofA

Alcoa of Australia Ltd

API

Alumina Price Index

ARO

Asset Retirement Obligations

AWAC

Alcoa World Alumina and Chemicals

AWU

Australian Workers Union

B&P

Bias and Precision

bbl

barrels

BD

Bomb digest

BD-GC

bomb digest gas chromatography

BD-ICP

bomb digest inductively coupled plasma

BD-NDIR

bomb digest non-dispersive infrared

Bella

Bella Analytical Systems

Btu

British thermal units

BV

Bureau Veritas

C$

Canadian dollars

cal

calorie

CalVal

calibration and validation for FTIR

cfm

cubic feet per minute

CIM

CIM (2014)

cm

centimeter

cm²

square centimeter

CRM

certified reference material

CV

Coefficient of Variation

d

Day

DBCA

Department of Biodiversity, Conservation and Attractions

DCF

Discounted Cash Flow

DEM

Digital Terrain Model

DG

Discrete Gaussian

DGPS

(Differential) Global Positioning System

dia

Diameter

DIBD

dry in situ bulk density (t/m3)

DJTSI

Department of Jobs, Tourism, Science and Innovation

DMIRS

Department of Mines Industry Regulation and Safety

dmt

dry metric tonne

DWER

Department of Water and Environment Regulation

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

dwt

dead-weight ton

EMS

Environmental Management System

ETU

Electrical Trades Union

EWR

Ecological water requirements

FEL

Front End Loading

FMS

Fleet Management System

FPC

Forest Products Commission

FS

Feasibility Study

ft

foot

ft/s

foot per second

ft²

square foot

ft³

cubic foot

FTIR

fourier transform infrared spectrometry

g

gram

G

giga (billion)

g/L

gram per liter

g/t

gram per tonne

Gal

Imperial gallon

GC

gas chromatography

Geological Survey

Geological Survey of Western Australia

GIS

Geographical Information System

Gpm

Imperial gallons per minute

gr/ft³

grain per cubic foot

gr/m³

grain per cubic meter

GSM

gridded seam model

ha

hectare

HARD

Half Absolute Relative Difference

hp

horsepower

hr

hour

HRSG

Heat Recovery Steam Generator

Hz

Hertz

ICP-OES

inductively coupled plasma optical emission spectrometry

IDW

inverse distance weighting

ID2

inverse distance squared

in.

inch

in²

square inch

IRM

internal reference material

IRR

Internal Rate of Return

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

ISO

International Standardization Organization

J

Joule

JORC

JORC Code (2012)

k

kilo (thousand)

kcal

kilocalorie

kg

kilogram

km

kilometer

km/h

kilometer per hour

km²

square kilometer

kPa

kilopascal

kV

kilovolt

kVA

kilovolt-amperes

kW

kilowatt

kWh

kilowatt-hour

KWI

Kwinana Mining Laboratory

L

liter

L/s

liters per second

lb

pound

LiDAR

Light Detecting and Ranging

LIMS

laboratory information management system

LME

London Metal Exchange

LOM

Life of Mine

LTMCPs

Long-Term Mine Closure Plans

m

micron

m

meter

M

mega (million); molar

square meter

cubic meter

m³/h

cubic meters per hour

Ma

Million years ago

MALSI

microwave available alumina (AL) and reactive silica (SI)

MASL

meters above sea level

MD

microwave digest

MD-ICP

microwave digest inductively coupled plasma optical emission spectrometry

mg

microgram

mi

mile

min

minute

mL

milliliters

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

ML

Mineral Lease

mm

millimeter

MMPLG

Mining and Management Program Liaison Group

MMPs

Mining and Management Programs

mph

miles per hour

MS

Ministerial Statement or Magnetic Susceptibility

Mtpa

Million tonnes per annum

MVA

megavolt-amperes

MW

megawatt

MWh

megawatt-hour

NATA

Australian National Association of Testing Authorities

NI 43-101

National Instrument 43-101 (2014)

NN

Nearest Neighbor

NPC

Net Present Cost

NPV

Net Present Value

NTU

Nephelometric Turbidity Units

NYSE

New York Stock Exchange

OK

ordinary kriging

oz

Troy ounce (31.1035g)

oz/st, opt

ounce per short ton

PFAS

per- and polyfluoroalkyl substances

ppb

part per billion

ppm

part per million

psia

pound per square inch absolute

psig

pound per square inch gauge

QA

Quality Assurance

QA/QC

Quality Assurance / Quality Control

QC

Quality Control

QP(s)

Qualified Person(s)

R.SiO or SI

reactive silica

RC

Reverse Circulation

REF

reference method

ResTag

mineral resource estimation system

RL

relative elevation

ROM

Run of Mine

RPEE

Reasonable Prospects for Economic Extraction

RTK

real time kinematic

s

second

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

SEC

Securities and Exchange Commission

S-K 1300

Subpart 1300 of Regulation S-K

SLR

SLR International Corporation

SMU

Single Mining Unit

Snowden

Snowden Mining Consultants

SOBR

stripping topsoil and secondary overburden removal

SPU

sample presentation unit

SRK

SRK Consulting (Australasia) Pty Ltd

st

short ton

STE

sample to extinction

stpa

short ton per year

stpd

short ton per day

SWIS

South West Interconnected System

t

metric tonne

T.AlO

Total Alumina

T.SiO

Total silica

TICTOC

Total Inorganic Carbon and Extractable Organic Carbon

tpa

metric tonne per year

tpd

metric tonne per day

TRS

Technical Report Summary

US$

United States dollar

Usg

United States gallon

Usgpm

United States gallon per minute

V

volt

W

watt

WA

Western Australia

WANL

Western Aluminum NL

WMC

Western Mining Corporation Ltd

wmt

wet metric tonne

wt%

weight percent

XRD

x-ray diffraction

XRF

x-ray fluorescence

Xstract

Xstract Resources

yd³

cubic yard

yr

Year

 

 

 

 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

3.0 Property Description

3.1 Location

The Darling Range is located in the southwest of Western Australia and comprises an extensive uplifted plateau of bauxite deposits which is host to several mining operations including the Huntly and Willowdale mining areas, approximately 80 km and 100 km southeast of Perth, respectively. The nearest towns to the mining centers are North Dandalup (approximately 15 km west of Huntly) and Waroona (approximately 20 km northwest of Willowdale). Both towns are within the Peel Region of southwest Western Australia and are on the route of the South Western Highway, a major national road connecting Perth with the south coast.

All spatial data used for Mineral Resource estimation are reported using a local grid based on Australian Map Grid 1984 (AMG84) system (Zone 50) and using Australian Geodetic Datum 1984 (AGD84) coordinate set. The approximate coordinates of the mining areas are 410000 m East and 6390000 m North (Huntly) and 410000 m East and 6365000 m North (Willowdale). The Huntly and Willowdale mining areas are separated by approximately 35 km (Figure 3‑1).

The Pinjarra refinery is located adjacent to the east of the town of Pinjarra and is approximately 25 km southwest of the Huntly mining areas. The Kwinana refinery, also supplied by Huntly, is approximately 50 km northwest of Huntly in the city of Kwinana, a suburb approximately 40 km south of Perth. The Wagerup refinery, supplied by Willowdale, is located immediately adjacent to the east of the South Western Highway, approximately 8 km south of Waroona and 20 km west of the Willowdale mining area.

3.2 Land Tenure

The Huntly and Willowdale bauxite mines are covered by a single mineral concession referred to as Mineral Lease (ML) 1SA. The concession was originally granted on September 25, 1961, by the State Government of Western Australia under the Alumina Refinery Agreement Act, 1961, permitting the exploration and extraction of bauxite. ML1SA was granted for a period of four, 21-year periods the fourth period of which is due to expire on September 24, 2045. The State Government concession agreement includes the potential for conditional renewal beyond 2045. This will require negotiation between Alcoa and the State Government prior to this date to agree on an extension of the agreement and is therefore not guaranteed.

Conditions which must be fulfilled by Alcoa to retain ML1SA include annual reporting requirements under several State Agreement Acts, Ministerial Statements, and Environmental Protection Acts. These are described in Section 3.6 below.

The current concession of ML1SA covers an area of 7,022.61 km², extending from the north of Perth on the eastern side to the town of Collie in the south (Table 3‑1). Alcoa has the exclusive right to explore for and mine bauxite on all Crown Land within the ML1SA; however, a number of environmental and statutory constraints exist within the area, and Alcoa is not permitted to access bauxite from the areas covered under these constraints. For example, the 2023-2027 MMP requires:

A reduction in mining activities inside higher risk areas within drinking water catchments.

Alcoa cannot undertake any new pit clearing in any areas with an average pit slope greater than 16% within any Reservoir Protection Zone (RPZ, 2 km from reservoir top water level).

An increase in rehabilitation and reduction in open areas.

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

A maximum annual clearing footprint of 800 ha.

The ML1SA area includes sub-lease arrangements made between Alcoa and the Worsley Alumina joint venture participants which include South32, Japan Alumina Associates (Australia) Pty Ltd and Sojitz Alumina Pty Ltd (Worsley Participants). The agreements, made in August 2001 and September 2016, provide bauxite mining concessions to the Worsley Participants. No Mineral Resources or Mineral Reserves attributable to the Darling Range mining areas have been declared within these sub-lease areas.

Table 3‑1: ML1SA License Details

Concession Name

Title Holder

Expiry Date

Area (km²)

ML1SA

Alcoa of Australia

24/09/2045

7,022.61

Alcoa pays rental for each square mile of ML1SA in accordance with the Alumina Refinery Agreement Act 1961 (WA). In 2023, this amounted to A$13,560.

The boundary of the ML1SA concession area, including the limit of the Worsley Participants’ area, is illustrated in Figure 3‑1. The contained Mining Regions are shown in Figure 3‑4, while the extents of the mined areas and Mineral Resources and Mineral Reserves are shown in Figure 3‑3.

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Figure 3‑1: ML1SA Lease Extents (Alcoa, 2023)

img97457026_4.jpg 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Figure 3‑2: Map of Mining Reporting Centers, Mining Regions, and Production Sheets (Alcoa, 2023)

img97457026_5.jpg 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Figure 3‑3: Map of Current Mineral Resource and Mineral Reserve Extents (Alcoa, 2023)

img97457026_6.jpg 

3.3 Naming Conventions

Alcoa has developed a terminology to refer to various parts of the Mineral Lease. There are three major Mining Reporting Centers in ML1SA: North (previously Jarrahdale), Huntly in the central area, and Willowdale in the south. The boundaries are nominal and may change to

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

match the planned ore destination. The southernmost region of the North mining center was reallocated to Huntly in 2017 and named Myara North.

Mining Regions are subdivisions of the Reporting Centers that cover several years of mining activities, focused on a specific crusher location. The boundaries are named after forestry blocks. A total of 11 Mining Regions are represented in the current resource estimate: one in North, seven in Huntly, and three in Willowdale.

Mining Pits are named based on their sequence along haul roads. These names are used by the mining fleet when referring to local short-term production. The map reference system outlined below is used for drilling, estimation, and long-term planning.

The Mineral Lease is divided into a grid of Exploration Sheets being rectangles 4.2 km (north) by 3.6 km (east). Each 15.12 km² Exploration Sheet is assigned a name and coded using letters A to V (west to east), and numbers 10 to 80 (north to south), e.g., G45.

Each Exploration Sheet is divided into 28 Production Sheets 900 m (east) by 600 m (north), an area of 0.54 km². The Production Sheets are assigned a number (1 to 28), sequentially 4 across (towards the east) and 7 down (towards the south), e.g., G4520.

Each Production Sheet is divided using a 15 m by 15 m grid resulting in 2,400 grid cells (40 north by 60 east). Each of these is regarded as a point and assigned a numeric code 1 to 40 towards the south and 1 to 60 towards the east. These are appended to the Production Sheet name to provide a grid point label, e.g., G4520 1430 and used on 1:1000 Map Sheets to define drill hole locations.

The Exploration Sheet, Production Sheet, and Map Sheet conventions are shown in Figure 3‑4:

Figure 3‑4: Exploration Sheet, Production Sheet, and Map Sheet Conventions (SRK, 2021)

img97457026_7.jpg 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

3.4 Encumbrances

Baseline constraints on mining activities within the ML1SA concession are in place which prevent bauxite mining in these areas including:

Within 200 m of the top water level margin of any water reservoir

Within Serpentine Pipehead Dam Catchment

Within 10 m of a Black Cockatoo nesting tree or a Black Cockatoo significant tree

National Parks

Aboriginal Heritage Sites

Old Growth Forest

Formal Conservation Areas

Within a 50 m buffer of Granite Outcrop (greater than 1 ha)

The agreed Mining Avoidance Zones (MAZ) around the towns of Dwellingup and Jarrahdale.

Mineral Resources and Mineral Reserves have not been defined in these restricted areas. Operating rights are obtained by Alcoa through annual submission and approval of the Mining and Management Programs (MMPs) which include mining schedules and the authorizations provided by the Mining and Management Program Liaison Group (MMPLG).

Mining on a day-only basis is conducted in “noise zones” where noise from the mining operations will potentially exceed allowable levels. The operation actively seeks to maintain lower noise levels than those mandated, thus mining in these areas is undertaken by contract miners on day shifts only.

3.5 Royalties

Alcoa is the holder of ML1SA. For bauxite that is mined and processed in Alcoa’s Western Australian alumina refineries, Alcoa pays royalties on the alumina produced in accordance with the Alumina Refinery Agreement Act 1961 (WA).

3.6 Required Permits and Status

Alcoa operates under several State Agreement Acts as well as Ministerial Statements and environmental operating licenses issued under the Environmental Protection Act 1986 (WA) (EP) including:

Alumina Refinery Agreement Act 1961 (WA);

Alumina Refinery (Pinjarra) Agreement Act 1969 (WA);

Alumina Refinery (Wagerup) Agreement Act and Acts Amendment Act 1978 (WA), which provided for the creation of the MMPLG;

Alumina Refinery Agreements (Alcoa) Amendment Act 1987 (WA);

Ministerial Statement 728 (as amended by Ministerial Statements 897, 1069 and 1157) (MS728);

Ministerial Statement 646;

Environmental Protection (Alcoa – Huntly and Willowdale Mine Sites) Exemption Order 2004 (Exemption Order); and

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Environmental licenses L6210/1991/10 and L6465/1989/10 granted under Part V of the Environmental Protection Act 1986 (WA).

The MMPLG was first established in 1978 and is chaired by the Department of Jobs, Tourism, Science and Innovation (JTSI). Along with JTSI it is comprised of the following State Government agencies:

Department of Biodiversity, Conservation and Attractions (DBCA)

Department of Energy Mines, Industry Regulation and Safety (DEMIRS)

Department of Planning, Lands and Heritage (DPLH)

Department of Water and Environmental Regulation (DWER)

Water Corporation (WC).

The MMPLG is recognized by the Minster for Environment in Ministerial Statements (95, 390, 564, 728, 897 and 1069) regarding expansion of Alcoa operations. The management and oversight of all Darling Range operations by the MMPLG involves:

Provide oversight to mining, infrastructure, processing and related operations within ML1SA;

Advise on the environmental and social adherence of the 5-year MMPs developed by Alcoa on a recurring annual basis;

Provide six-monthly authorizations for ground clearance for mining in accordance with the submitted and approved MMPs; and

Provide oversight to ongoing rehabilitation of mined areas.

The permitting and approval processes, as provided by Alcoa, are summarized below:

Clause 9 (1) of the 1961 State Agreement provides Alcoa the sole rights to explore and mine the bauxite deposits within ML1SA.

Clause 5 of the Wagerup State Agreement specifies that Alcoa must consult with the DBCA in relation to the requirement to submit annual mine plans for mining associated with the Wagerup refinery.

Under Clause 6 (1) of the Wagerup State Agreement, Alcoa has submitted several environmental review documents to the State Government for subsequent approvals of the Wagerup refinery construction and expansions. Within these environmental assessment documents, significant information on Alcoa’s bauxite mining operations associated with the Wagerup refinery was included, resulting in several conditions in relation to Alcoa’s bauxite mining operations associated with the Wagerup refinery being incorporated in the Ministerial Statements of which the current one is Ministerial Statement 728 (as amended). Procedure 3 of MS728 outlines Alcoa’s requirements to have a publicly available Completion Criteria document for its bauxite mining operations, developed in consultation with the MMPLG. Procedure 4 of MS728 outlines the MMPLG’s authority to review and approve Alcoa’s mining operations through the five-year Mine Plan process. To the extent the conditions on bauxite mining operations in Ministerial Statement 728 and the predecessor Ministerial Statements did not cover bauxite mining unrelated to the Wagerup refinery, Alcoa agreed to extend the conditions to the rest of its bauxite mining.

Through the Wagerup State Agreement, MS728, and agreement between the State Government and Alcoa, the MMPLG is responsible for reviewing and providing a recommendation to the Minister for State Development to approve Alcoa’s five-year Mine Plans in concurrence with the Minister for the Environment and the Minister for Water.

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Alcoa’s mining operations within ML1SA are also conducted in accordance with the Environmental Protection (Alcoa – Huntly and Willowdale Mine Sites) Exemption Order 2004 (Exemption Order) made by the Minister for the Environment. The Exemption Order is consistent with the Wagerup State Agreement that established the MMPLG and MMP processes and it also reflects the procedures of MS728 that sets out the MMPLG’s responsibility to review annual rolling 5-year mine plans for Alcoa’s operations.

Alcoa reports that all licenses and permissions for the current mining operations are valid. However, on 28 February 2023, the Western Australian Forest Alliance Inc (WAFA) made two third-party referrals to the EPA under s. 38 of the EP Act. The referrals referenced Alcoa’s Mining and Management Programs (MMPs) and its bauxite mining operations on the Darling Range in the southwest of WA for the years 2022 to 2026 and 2023 to 2027. Following receipt of the referrals, the EPA sought further advice from Alcoa including detail on the scope of its planned/completed activities between 2022 to 2026 and 2023 to 2027. On 7 August 2023, EPA conducted a 7-day public comment on whether or not it should assess the proposals and, if so, what level of assessment is considered appropriate.

Section 38B of the EP Act provides that a proposal cannot be referred to the EPA more than once. In considering these referrals, the EPA undertook detailed investigations and enquiries to identify whether the proposals have been previously referred to the EPA.

Importantly, on 14 December 2023, the State Government announced the Alcoa Transitional Approvals Framework which will enable Alcoa to continue mining as defined in the current 2023-2027 MMP while the formal EPA EIA is in progress. In most circumstances, activities under assessment must cease during the EPA’s process, however, the State Government granted Alcoa an exemption under section 6 of the EP Act to continue operating subject to a series of conditions. Note, that the State Government reserves the right to, with reasonable notice, withdraw or amend the exemption at any point.

On 18 December 2023, the EPA published its public advice in relation to the third-party referrals. The EPA concluded that five mine areas at Huntly (Myara North, Holyoake, White Road and portions of McCoy and Myara), and two at Willowdale (Mt William/Arundel/part Larego and Willowdale North/part Orion) have been previously referred. The remaining mine areas, the subject of the referrals, were found to be validly referred and that the likely environmental effects are significant warranting formal assessment at the level of public environmental review (10 weeks). In the next stage of the assessment, the EPA will publish a scoping document which will set out the assessment requirements for Alcoa to complete.

In addition, as reported for 2022, Alcoa is seeking formal environmental impact assessment and approval from the State and Federal Government to transition mining from the current Huntly mine area to Myara North and Holyoake, and to increase production at the Pinjarra refinery by 5%. The proposed transition in mining area and production increase has been determined by the EPA to be a significant amendment to an approved proposal, the Pinjarra Refinery Efficiency Upgrade (PREU), approved in 2004 via Ministerial Statement 646 (MS 646) and needs to be considered in accordance with section 40AA of the EP Act.

3.7 Other Significant Factors and Risks

SLR is not aware of any environmental liabilities on the property. Alcoa has all the required permits to conduct the proposed work on the property. SLR is not aware of any other significant factors and risks that may affect access, title, or the right or ability to perform the proposed work program on the property.

 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

4.0 Accessibility, Climate, Local Resources, Infrastructure and Physiography

4.1 Accessibility

As described in previous sections, the Darling Range Huntly and Willowdale operations are located approximately 150 km south of Perth. The Darling Range is readily accessible via road from Perth and surrounding areas. The mines are near the towns of Pinjarra and Waroona. Both towns are easily accessible via the national South Western Highway, a sealed single carriageway road, which starts on the southern side of Perth and continues for almost 400 km to the southwest corner of Western Australia.

Huntly is accessible from the South Western Highway via Del Park Road, a sealed single carriageway road which connects the town of North Dandalup in the north with Dwellingup in the south. From Del Park Road, a 3km sealed road following the route of the bauxite conveyor to the Pinjarra refinery provides access to the Huntly site administration offices.

Willowdale is similarly accessible 19 km from the South Western Highway via Willowdale Road, a sealed single carriageway road to the south of Waroona.

There are several airstrips in the region, although the closest major airport is in Perth, approximately 70 km north of North Dandalup. The nearest commercial port is at the Kwinana refinery, approximately 40 km south of Perth (as illustrated on Figure 15‑1).

While an extensive haul road network and overland conveyors transport crushed bauxite from the main mining hub to the Wagerup and Pinjarra refineries, bauxite is also transferred to the Kwinana refinery via the Kwinana freight railway system, using the Kwinana–Mundijong line.

4.2 Climate

The southwest region of Western Australia exhibits a temperate climate, with very hot and dry summers (December to February) and mild winters (June to August). Rainfall is generally low and variable, ranging from an average rainfall of 25 mm during the three summer months and exceeding 200 mm during the three winter months (Australian Government, Bureau of Meteorology). Local climate conditions generally do not interrupt the mining schedule, which continues throughout the year. Occasionally however, significant rainfall inhibits access and can impact mining activities.

Table 4‑1: Historical Climate Data

 

Jan

Feb

Mar

Apr

May

Jun

Jul

Aug

Sep

Oct

Nov

Dec

°C Mean Max

29.8

29.7

27.1

22.5

18.6

16.1

15.1

15.8

17.4

20.2

23.9

27.5

°C Mean Min

14.3

14.6

13.1

10.4

7.7

6.5

5.5

5.5

6.5

8.1

10.5

12.7

mm Mean Rainfall

16.1

21.6

26.9

66.2

154.8

232.3

234.7

192.9

129.3

78.1

45.6

20.4

Notes:

1. Temperature and rainfall data sourced from the Australian Government Bureau of Meteorology, collected from the weather station at Dwellingup http://www.bom.gov.au/climate/averages/tables/cw_009538.shtml

2. Data includes that collected from 1935 to 2023.

4.3 Local Resources

The Darling Range is located in an easily accessible region of southwest Western Australia with the Huntly and Willowdale mining areas both within 15 km of well-established towns which act as residential and commercial centers. Several other towns and smaller

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

settlements are positioned along the South Western Highway which acts as a major connection for the Darling Range to the city of Perth where a far greater range of general services is available.

4.4 Infrastructure

The following section refers to several named mining areas within the Huntly and Willowdale mining centers, including Myara, Larego, Orion, and Arundel, each of which is illustrated in Figure 3‑2 above.

Mining infrastructure in the Darling Range is generally concentrated in the Myara site in the northwest of the Huntly mining center, and at the Larego area in the center of the Willowdale mining area (20 km southeast of Wagerup) having been relocated 16 km southwards from the Orion Hub during 2021). Both operations include various ancillary facilities that are not listed exhaustively here, however both infrastructure areas include:

Ore crushing and handling facilities;

Ore stockpile stacker/reclaimer;

Maintenance facilities;

Sampling stations;

Site offices including a production tracking room;

Haul road networks;

Overland conveyors, as illustrated on Figure 15‑1; and

Water supplies consisting of abstraction from licensed surface water sources supplemented with treated wastewater from vehicle washdowns, stormwater runoff, and maintenance workshops. Water sources are illustrated on Figure 15‑1.

o The Huntly mine draws water from Banksiadale Dam and Boronia Waterhole. The mine also holds a license to draw water from Pig Swamp and Marrinup, although these are reported as being rarely utilized, and it is permitted to draw water from South Dandalup Dam under an agreement with the Water Corporation.

o Willowdale Mine draws water from Samson Dam, approximately 10 km southeast of Waroona.

Personnel are sourced from the area around Perth, Western Australia, which benefits from a skilled workforce due to the relatively large number of operating mines in the region. Personnel typically have private accommodation in the nearby city of Mandurah (60 km from the mine) and towns (Waroona, Hamel, Yarloop, Harvey, and Wagerup).

Huntly Mine has three power supplies fed from the Pinjarra refinery. A single 33 kilovolt (KV) supply and two 13.8 kV supplies. The Pinjarra refinery is a net importer of power from the South West Interconnected System (SWIS), with internal generation capacity of 100 Megawatt (MW) from 4 steam driven turbine alternators. The steam is produced by gas fired boilers and a non-Alcoa gas turbine Heat Recovery Steam Generator (HRSG).

Willowdale Mine has a single 22 kV power supply fed from the Wagerup refinery. The Wagerup refinery is a net exporter of power to the SWIS, with internal generation capacity of 108 MW from three steam driven turbine alternators and one gas turbine. The steam is produced by gas fired boilers.

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

4.5 Physiography

The western edge of the Darling Range is characterized by scarps and incised valleys, landforms which are attributed to tectonic activity along the Darling Fault, the dominant structural feature in the region which acts as the western boundary of the deposits. This feature is observable in regional topographical survey information and satellite imagery to roughly follow the coastline of southwest Western Australia and is approximately demarcated by the extent of Jarrah Forest, a recognized bioregion.

The topography of the ML1SA concession generally comprises wide valleys and undulating hills separated by minor surface water drainage channels and streams. Vegetation across the ML1SA is dominated by several areas of State Forest including Dwellingup, Lane Poole, and Youraling. These include distinct areas of old growth forest within which mining is prohibited.

The typical elevation ranges from 300 m to 400 m in the mining areas, however the highest points of the region (outside of the mining areas) are approximately 550 m.

Topography data was acquired from:

Drill hole collar survey data;

Light Detecting and Ranging (LiDAR) surveys; and

Landgate satellite data.

 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

5.0 History

5.1 Prior Ownership

Prior to 1961, there were no records of ownership of the Darling Range mines. A Special Mineral Lease (ML1SA) was granted to Western Aluminum NL (WANL) in 1961. In the same year WANL joined Aluminum Company of America Ltd (Alcoa US). In 1977 WANL became Alcoa.

5.2 Exploration and Development History

The following text is sourced and modified from Hickman, et al., 1992.

Bauxite occurrences were first recorded in the Darling Range in 1902. Bauxite was detected as a result of analyzing laterite from Wongan Hills, and subsequently through examination of lateritic road gravels from several localities in the Darling Range. The Geological Survey of Western Australia (Geological Survey) produced studies and publications, driving the bauxite exploration, though most attention was focused on localities in the Darling Range close either to Perth or to railway lines servicing towns such as Toodyay and York. The Geological Survey mapped the extent of laterite in the Darling Range (close to Perth) to determine whether it contained commercial deposits of iron or aluminum ore.

The earliest non-government exploration for bauxite was carried out in 1918 by the Electrolytic Zinc Co. of Australia Pty Ltd, deeming the deposits to be generally low grade and not of commercial value, though like earlier explorers, did not focus upon the underlying friable units.

Of 46 early samples of laterite analyzed in 1919, 26 contained 35% or more available alumina. It was then assumed that bauxite in the Darling Range was confined to the duricrust part of the profile, and not considered in the underlying friable units. By 1938 bauxite deposits were known to be common throughout the Darling Range over an area of 560 km long by 40 km to 80 km wide.

The Geological Survey maintained an interest in Darling Range laterite as an economic source of aluminum until the 1950s. However, by the late 1950s exploration had been taken over by mining companies.

No further private exploration took place until 1957 when Western Mining Corporation Ltd (WMC) began to explore for bauxite in the Darling Range. Following a regional reconnaissance, a joint venture company, WANL, formed by WMC with North Broken Hill Ltd and Broken Hill South Ltd, explored temporary reserves over a large portion of the southwest. Profiles were sampled from road cuttings, with samples collected at 400 m intervals along main roads. Selected lateritic ridges and plateaus were sampled at 90 m intervals. These areas were part of a Special Mineral Lease (ML1SA) granted to WANL in 1961.

By 1961, WANL had delineated 37 Mt of bauxite at an average grade of 33% AL. Also in 1961, WANL joined with the Alcoa US, allowing additional systematic exploration of lease ML1SA (Figure 5‑1). Holes were drilled initially on 370 m by 185 m centers. Progressive in-fill drilling down to a spacing of 45 m by 45 m blocked out the ore at Jarrahdale and was followed by grade-control drilling. Commercial mining was finally started in 1963 at the former Jarrahdale mining center and continued until 1998, supplying bauxite to the Kwinana refinery.

In 1977 WANL became Alcoa. As of December 2023, the Huntly and Willowdale mining operations remain active. Huntly supplies bauxite to the Kwinana and Pinjarra refineries (approximately 25 million tonnes per annum, Mtpa) while Willowdale supplies the Wagerup refinery (approximately 10 Mtpa).

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Figure 5‑1: Bauxite Exploration in the Southwest of Western Australia 1961 (adapted from Hickman, 1992)

img97457026_8.jpg 

 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

6.0 Geological Setting, Mineralization, and Deposit

6.1 Bauxite Deposits

Bauxite deposits, economic concentrations of aluminum oxide, represent the world’s major source of aluminum and consist primarily of the minerals gibbsite, boehmite, and diaspore. These are commonly found alongside iron oxide minerals including goethite and hematite, kaolinite clay minerals, and minor accessory minerals.

Lateritic bauxite deposits such as those in the Darling Range of WA generally formed in tropical (hot and humid) environments through chemical weathering. As a result, lateritic bauxite deposits are known to exist across Central and South America, West Africa, Central Asia, and Australia.

With its large available resources, access to a stable workforce, infrastructure (comprising conveyors, rail, road, and port access), and three captive (mine-to-mill) dedicated alumina refineries, Alcoa’s Darling Range Bauxite operations near Perth WA, has been one of the world’s leading alumina producing regions for at least 30 years (Hickman et al, 1992), or approximately 60 years as of 2023.

6.2 Regional Geology

The bauxite deposits of the Huntly and Willowdale operations are located in the Darling Range region of southwest Western Australia. The predominant topographic feature of the region is the Darling Range Fault, a north-south trending scarp which extends approximately 220 km from Bindoon (70 km north-northeast of Perth) to Collie (160 km south-southeast of Perth).

The Darling Range Fault is the structural boundary between two geological terranes: the Pinjarra Orogen to the west, now the sedimentary Swan Coastal Plain, and the Yilgarn Craton to the east, a gneissic granite complex with greenstones. To the east of the Darling Range Fault intense weathering and erosion of exposed Archean basement rocks of the Western Gneiss Terrane, the western portion of the Yilgarn Craton, formed widespread lateritic bauxite deposits by the intense weathering, accumulation and leaching of the aluminosilicate rich material of the bedrock granites (Hickman et al, 1992).

Alcoa’s current bauxite mining areas of Huntly and Willowdale are on the eastern side of the Darling Range Fault, as low-lying plateaus separated by valleys in which alluvial deposits have accumulated. Figure 6‑1 shows the regional geology of the southwest region of Western Australia and Alcoa’s ML1SA lease boundary in relation to Perth, while Figure 6‑2 shows the distribution of surficial deposits across the region.

The Jarrahdale, Del Park, Huntly and Willowdale areas that have been mined by Alcoa are on laterite within the Western Gneiss Terrane (Figure 6‑2), formed over granites that have been intruded by numerous north trending tholeiitic, quartz dolerite dykes, of early to late Proterozoic age, with thicknesses ranging from 1 m to 200 m.

Lateritic bauxite developed from the Late Cretaceous (65 million years ago, Ma) to the Eocene (40 Ma), with several periods of erosion and intense weathering of the basement granites and dolerites. Subsequent reactivation of the Darling Fault combined with periods of erosion led to the establishment of plateaus and incised valleys, trending to wider valleys and low hills to the east which now characterize the physiography of the region.

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Figure 6‑1: Regional Geology (adapted from SRK, 2021)

img97457026_9.jpg 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Figure 6‑2: Surface Geology Showing Laterite Over Granite (Alcoa, 2015)

img97457026_10.jpg 

6.3 Local Geology

Laterite remnants are thickest and most extensive over a 150 km long region between the Avon and Harris Rivers, and within about 50 km of the Darling Scarp. The laterite occupies

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

gently sloping (3° to horizontal) upland areas with an average elevation of 280 to 300 meters above sea level (MASL), and high annual rainfall. Steeper slopes may have a thin cover of partly transported laterite with bedrock near the surface. Above 340 m the laterite is penetrated by bedrock which rises above the general topographic level. Below 200 m drainage has removed pre-existing laterite. Blocks of laterite, released by headward erosion of streams, decay to lateritic gravels on the lower slopes of valleys, which pass laterally into alluvial sands and silt in the valley floors (Hickman et al, 1992).

Bauxite deposits typically occur as irregularly shaped lenses on the flanks of plateaus. Critical to this is the laterite position on the slopes (Figure 6‑3): erosion generally dominates on steeper slopes which prevent accumulation and effective bauxite formation, whereas flat areas lack the necessary sub-surface water flows which drive the removal of clays and the enrichment of soluble silicate minerals.

Figure 6‑3: Bauxite Deposit Formation Schematic – Relief Exaggerated (Alcoa, 2021)

img97457026_11.jpg 

6.4 Mineralization

Weathering, alteration and leaching of the granite bedrock has developed the bauxite mineralization which principally occurs as 65% microcrystalline gibbsite Al(OH) with minor to rare boehmite AlO(OH), and accessory minerals of 18% goethite FeO(OH), 7% hematite FeO, 9% quartz SiO, 1% kaolinite/halloysite AlSiO(OH), and 0.5% anatase/rutile TiO.

Other minerals within the bauxite that may influence the alumina refinery performance include:

Boehmite: generally occurring below 1%, this can cause premature precipitation of dissolved gibbsite resulting in alumina being lost to the red mud residues.

Organic Carbon: as oxalate, typically less than 0.2%, (2.0 kg/t, measured as NaCO) this can result in reduced digestion efficiencies and cause crystal growth issues during precipitation.

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Sulphate: generally occurring at 0.25%, this can consume caustic soda during digestion resulting in lower yields.

6.5 Property Geology

Table 6‑1 provides a summary of the typical stratigraphy defined by Alcoa across their Darling Range deposits. The Hardcap and Friable Zones represent the primary horizons of economic interest due to their concentrations of alumina. A generalized mineralogical profile through these horizons is provided in Figure 6‑4 and a typical grade profile in Figure 6‑5 showing the alumina and iron-rich Hardcap, with increasing silica and decreasing alumina through the Friable Zone.

Table 6‑1: Alcoa’s Darling Range Deposit Typical Stratigraphic Column

Stratigraphic Horizon

Typical Thickness Range (m)

Description

Overburden

0 to 0.5

Mixed soils and clays, high in organic matter, generally forming a thin layer which can penetrate deeper if the underlying Hardcap surface is variable.

Hardcap
(Caprock)

1 to 3

Ferricrete formed by the remobilization of iron into a layer comprising iron and alumina-rich nodules which can exhibit the highest alumina concentrations across the deposit. Highly variable in thickness but generally 1 m to 3 m with a sharp contact against the underlying Friable Zone.

Friable Zone

3 to 5

Leached horizon resulting in the accumulation and enrichment of bauxite minerals. The Friable Zone comprises a mixture of the overlying Hardcap, clasts, Al and Fe rich nodules, and clays. Upper contact with the Hardcap is variable, found as a sharp or transitional boundary in places. AL typically reduces with depth as SI increases, defining the lower boundary with the Basal Clay.

Basal Clay

-

Kaolinitic clay horizon which transitions into a saprolitic zone above unweathered basement. This horizon is typically used as a marker indicating the full bauxite zone has been intersected and where drilling is often stopped.

Alcoa’s bauxite deposits across the Darling Range show high variability in both the thickness and relative proportion of each horizon. Table 6‑2 provides an extract from the acQuire database for the Mining Centres of Huntly (in the north) and Willowdale (more southerly) showing the most common (modal) Depth To Top and Thickness of the four stratigraphic horizons, based on logged drill holes from 2016 to 2020.

Table 6‑2: Summary of Typical (Modal) Stratigraphic Horizons Within Each Area

Area

Description (m)

Overburden

Hardcap

Friable Zone

Basal Clay

Huntly

Depth to top

-

0.64

1.51

4.54

Thickness

0.64

0.87

3.04

-

Willowdale

Depth to top

-

0.58

1.51

4.91

Thickness

0.58

0.93

3.40

-

North

Depth to top

-

0.64

1.78

4.45

Thickness

0.64

1.14

2.67

-

 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Figure 6‑4: Typical Alcoa Darling Range Mineralogy Profile (Hickman et al, 1992)

img97457026_12.jpg 

Figure 6‑5: Typical Alcoa Darling Range Grade Profile (Alcoa, 2015)

img97457026_13.jpg 

img97457026_14.jpg 

Typical photos of the bauxite profile in current mining areas observed on 14 October 2021 are provided in Figure 6‑6.

 

 

Figure 6‑6: Typical Alcoa Darling Range Mining Sequence and Vertical Profile (SLR, 2021)

img97457026_15.jpg 

img97457026_16.jpg 

Vegetation cleared prior to mining

Top soil and oxalate removed leaving Hardcap

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

img97457026_17.jpg 

img97457026_18.jpg 

Blastholes on Hardcap after sheeting with low grade

Hardcap (hard brown) Friable (soft yellow), relict fresh remnant Dolerite dyke boulder

img97457026_19.jpg 

Sandy topsoil, Hardcap (hard brown), Friable (soft yellow), Basal Clay (white clay, lower right in the floor).

 

 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

7.0 Exploration

7.1 Exploration

WANL, which became Alcoa (in 1977), carried out exploration over much of the ML1SA lease area in the 1960s as mentioned in Section 5.2. Samples were assayed for Total AlO only and the data, referred to as the Imperial Drilling, is still retained comprising approximately 104,400 holes and approximately 670,000 samples.

The Imperial Drilling has not been used to prepare the current Mineral Resource estimate because the sample collection, preparation, and assaying techniques were not consistent with current practices and can no longer be validated.

7.2 Resource Definition Drilling

Resource definition drilling is initially done on a nominal regular grid spacing of 60 by 60 m. Infill drilling programs are then scheduled as required to reduce the drill spacing to 30 by 30 m, and then 15 by 15 m.

The planned drill hole collars are assigned a hole identifier (Hole ID) using the code of the 15 by 15 m grid point on the 1:1,000 Map Sheets (Section 3.3).

A total of 361,026 holes were used to the resource estimate, and these holes were drilled between 1981 to 2023, with approximately 80% drilled after 2009.

A tabulation of the drill quantities by year and location is presented in Table 7‑1, and a graphical summary is shown in Figure 7‑1.

 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Table 7‑1: Drill Quantities by Year and Location

Year

Holes

Meters

Assay

Huntly

North

Willowdale

Total

Huntly

North

Willowdale

Total

Huntly

North

Willowdale

Total

1981

656

---

---

656

5,574

---

---

5,574

10,415

---

---

10,415

1983

199

---

---

199

1,090

---

---

1,090

1,899

---

---

1,899

1984

995

---

---

995

7,083

---

---

7,083

12,119

---

---

12,119

1985

393

---

---

393

2,815

---

---

2,815

4,971

---

---

4,971

1990

13

---

---

13

58.05

---

---

58.05

101

---

---

101

1991

2,888

---

1,251

4,139

16,091

---

9,591

25,682

28,074

---

17,358

45,432

1992

6,168

---

1,738

7,906

34,155

---

12,559

46,714

59,442

---

22,796

82,238

1993

2,264

---

545

2,809

13,022

---

3,498

16,520

22,723

---

6,415

29,138

1994

6,527

632

1,168

8,327

36,032

4,019

6,453

46,504

62,083

7,103

11,224

80,410

1995

4,356

79

1,843

6,278

25,820

477.25

10,543

36,840

45,022

871

19,021

64,914

1996

4,664

336

641

5,641

26,160

1,522

4,025

31,707

45,709

2,667

7,300

55,676

1997

808

---

3,191

3,999

4,868

---

20,054

24,922

8,603

---

36,006

44,609

1998

12

---

830

842

160.25

---

5,119

5,279

304

---

9,289

9,593

1999

18

---

906

924

137.3

---

4,325

4,462

239

---

7,603

7,842

2000

22

---

174

196

187.3

---

1,022

1,210

344

---

1,852

2,196

2001

632

---

314

946

5,878

---

2,086

7,963

10,906

---

3,805

14,711

2002

1,171

---

252

1,423

9,628

---

1,440

11,068

17,551

---

2,551

20,102

2003

372

---

1,231

1,603

2,412

---

8,093

10,505

4,330

---

14,827

19,157

2004

0

---

270

270

0

---

1,405

1,405

0

---

2,554

2,554

2005

833

---

1,720

2,553

6,079

---

9,932

16,011

11,050

---

18,103

29,153

2006

1,649

---

508

2,157

12,256

---

3,212

15,467

22,598

---

5,936

28,534

2007

5,861

---

3,191

9,052

40,522

---

21,746

62,268

74,155

---

39,916

114,071

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

2008

4,125

---

739

4,864

24,576

---

4,524

29,100

43,464

---

8,101

51,565

2009

6,675

---

311

6,986

39,482

---

1,822

41,305

69,630

---

3,304

72,934

2010

10,754

---

1,568

12,322

63,898

---

10,755

74,653

112,226

---

19,778

132,004

2011

13,477

---

936

14,413

73,574

---

6,488

80,063

128,147

---

11,850

139,997

2012

13,140

---

1,186

14,326

73,289

---

9,205

82,494

127,733

---

17,045

144,778

2013

11,217

---

2,661

13,878

66,799

---

21,304

88,103

117,029

---

39,384

156,413

2014

9,099

---

9,495

18,594

49,688

---

65,243

114,931

86,417

---

120,098

206,515

2015

11,302

---

10,958

22,260

62,324

---

66,937

129,261

109,279

---

122,162

231,441

2016

16,519

---

459

16,978

98,352

---

2,407

100,759

172,546

---

4,336

176,882

2017

7,003

---

6,485

13,488

38,071

---

38,044

76,115

66,373

---

67,466

133,839

2018

9,196

---

10,605

19,801

50,629

---

55,922

106,551

89,185

---

98,703

187,889

2019

13,016

---

12,811

25,827

76,950

---

86,302

163,252

136,412

---

156,066

292,478

2020

20,367

---

16,000

36,367

107,760

---

100,566

208,327

187,883

---

180,979

368,862

2021

17,846

---

12,679

30,525

111,273

---

96,117

207,391

196,469

---

174,851

371,320

2022

24,277

---

9,249

33,526

147,522

---

68,701

216,222

263,797

---

124,876

388,673

2023*

16,449

---

8,711

25,160

98,429

---

64,092

162,522

172,407

---

118,895

291,302

Total

244,963

1,047

124,626

370,636

1,432,649

6,018

823,530

2,262,197

2,521,635

10,641

1,494,450

4,026,726

* Drill holes completed until June 30, 2023.

 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Figure 7‑1: Chart of Resource Drill Holes by Year

img97457026_21.jpg 

The Darling Range deposits contain more than three million drillholes distributed across a lease of over 7,000 km², making it unfeasible to show a plan view of the property with the locations of all drill holes and other samples. Figure 3‑3, however, shows the lateral extent of Alcoa’s mined areas and Mineral Resources and Mineral Reserves within the ML1SA lease.

The Darling Range bauxite project is considered to be in the process of sustaining Mineral Reserve from already defined mineralization, rather than in Exploration mode, looking for new, broader targets. Resource Definition drilling is planned to continue throughout all areas where Alcoa has mining permits as described, to sustain the Mineral Reserves and future production.

7.3 Drilling Methods

The methods currently used for drill sampling in the Darling Range by Alcoa have been consistently used since the 1980s. Drilling is done using dedicated drills mounted on a fleet of tractors which can be driven off tracks into the forest, causing minimal damage or disturbance and obviating the need to clear drilling pads. Planned hole positions are located by the driller using Global Positioning System (GPS). The articulated tractors are highly maneuverable and there is only minor disruption to groundcover vegetation and saplings which may be eased out of the way (Figure 7‑2).

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Figure 7‑2: Resource Drilling Tractor Accessing the Forest (SLR, 2021)

img97457026_23.jpg 

img97457026_24.jpg 

Drilling is completed by Alcoa using vacuum drill rigs, by contractor Wallis Drilling using their patented reverse circulation (RC) aircore rigs, and by contractor JSW using a similar RC method. Wallis and JSW holes are both referred to as aircore drilling.

In recent years the drilling period has been extended from 9 to 10 months. More wet ground is now encountered and, where required, vacuum drilling is either deferred until the ground conditions improve, or is re-assigned for aircore drilling.

Drilling is rapid with holes typically completed every 15 minutes from locating the collar position to completing the drilling, cleaning the sampling equipment and readying the samples for dispatch. While 12 rigs are currently used, the procedure is consistent across all rigs and virtually unchanged since the early 1990s at Jarrahdale. Minor modifications to the drilling procedures that have occurred include (in order of importance for their impact on the resource database):

Drilling initially was done by vacuum rigs but this has been supplemented by the aircore rigs.

GPS methods have been introduced to locate the drill hole collar positions in 3D space, providing more precision on the hole and sample locations.

The sample catching, splitting and logging procedures have been progressively upgraded, following review by various independent consultants (Holmes, 2018; Snowden, 2015; SRK, 2017, 2018, 2019b, 2021a; Xstract, 2016). The riffle splitting system has been enhanced through simple changes to provide a better, more robust method.

The logging system has changed from manual paper plods to a completely digital recording system, albeit with paper backup where needed. Barcodes are now used on samples and matching these to the logs is now semi-automatic.

The splitting and logging equipment on the drill rig has been progressively improved to make setup and pack-down more efficient and to protect the logging equipment during site moves.

Rollover bars, guards, shields, lockouts and other safety protections have been added, and safety procedures have been enhanced with industry norms.

Environmental protections and reporting have been enhanced to best practice in SLR’s opinion.

Samples used for Mineral Resource estimation are only acquired using vacuum drilling or aircore reverse circulation. Both methods generally drill dry holes in that water is not added. Water ingress into vacuum holes destroys the sample circulation and wet holes are abandoned. Alcoa commenced aircore drilling in 2015, with the initial plan being to phase out vacuum

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

drilling. The prime advantage of aircore over vacuum is sample recovery when holes do encounter groundwater.

For the 2022 Mineral Resource inventory, 12% of the estimation dataset is derived from aircore holes. In the 2019-2021 drilling for which assay data is available, 79% was performed using aircore (71% for Huntly and 89% for Willowdale).

In vacuum drilling the sample is finely ground and sucked up from the bottom of the hole by a top-mounted vacuum pump. In aircore drilling, compressed air is blown down the annulus between the inner and outer drill string tubes, pushed out through ports on the face of the bit and then blows the sample through the center of the bit and up the drill string.

In both methods, the sample material is extracted from inside the bit, avoiding sample delineation error (contamination), and carried up the center of the drill string into the sampling container, avoiding sample extraction error (sample material left down the hole or lost as dust).

The aircore drilling uses a blade bit with a nominal cutting diameter of 45 mm and an internal retrieval tube diameter of 22 mm (Figure 7‑3). Alcoa increased the internal diameter to 25 mm in 2018 to reduce blockages. The particle size of drilled material is sufficiently small (less than 10 mm) to promote good sample splitting in dry conditions.

Figure 7‑3: Drill Bits, Reverse Circulation Drill String and Particle Size of the Sample Residue (SLR, 2021)

img97457026_25.jpg 

Scale pen diameter 13 mm

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

7.4 Drill Sampling

7.4.1 Procedure

The sample catching, splitting, and logging procedures are the same for both vacuum and aircore drilling (Figure 7‑4).

The drilling and logging are controlled by the driller with minimal supervision by geologists. This has been observed and is deemed reasonable by the QP due to the combination of very simple logging, experienced personnel, employment continuity and continual review by geologists.

Sampling begins at the base of the overburden and continues until the driller considers that the basal clays have been penetrated for at least 1 m or for infill holes at a 15 m spacing to the depth defined on the drill hole plan from surrounding data. The depth of basal clays to be penetrated was increased to 2m in 2019 for 60m spaced holes and in 2021 for 30m spaced holes. Alcoa estimates that, most recently, less than 5% of the limited depth holes terminate in bauxite.

Samples are collected at 0.5 m intervals, measured using a laser gauge mounted on the rig. At the end of each 0.5 m interval, the drilling is paused and the sample passes from the cyclone (for aircore) into the collection flask. For vacuum drilling the collection flask is at the end of the vacuum system.

The sample, nominally 1.5 kg, is poured from the flask into a feed tray, distributed evenly, then on the vacuum rigs the tray is pivoted to feed a small 12-vane riffle splitter (the rotating tray is excellent but not yet fitted to the aircore rigs). Where (usually) required, the splitting is repeated to give a retained split of 150 to 200 g, small enough to be collected into a 120 mL measuring cup with minimal spillage. The riffle split subsample is poured into a barcoded Kraft packet and boxed for dispatch to the assay laboratory. The sample retrieval and splitting systems are cleaned with compressed air after each hole.

During the site inspection, the JSW RC sampling procedures were observed closely. It was found that the principles of correct sampling were understood by all personnel at the rig and the equipment and practices were observed to be satisfactory.

Over the period 2015 to 2021 the drill sampling procedures have been externally reviewed (Snowden, 2015; Holmes, 2018; and others) and various improvements have been made such as using riffle splitters with more vanes, using a pivoting tray to consistently feed the splitter, training in the correct splitting and retention of all the subsample, digital recording of logging, monitoring of accuracy with Standards, and monitoring of precision with duplicates.

SLR opinion on the drilling, sampling, and recovery factors are discussed in Sections 8.5 and 11.17.

 

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Figure 7‑4: Sample Catching and Riffle Splitting Practices (SLR, 2021)

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7.4.2 Recording Sampling Data

The drill hole and sample information are recorded digitally onto a tablet at the rig during drilling (Figure 7‑5). The data is automatically loaded into an acQuire database. In previous years the same information was all recorded in a ticket book and manually transferred to the database.

 

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This approach remains as a backup method when needed. Data recorded includes hole number, drill rig number, driller name, offsider name, depth of overburden, depth of Caprock, map reference, material type code, and comments on the reason for ending the hole, e.g. if bedrock or water was encountered.

Figure 7‑5: Barcode Reader and Digital Recorder Mounted on the Drill Rig (SLR, 2021)

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7.4.3 Sample Logging

The geology of the Darling Range bauxite is well understood. The Material Type codes have been simplified to meet the production needs of the operation and the drill crew has been trained in their identification, which is primarily based on color and hardness.

This results in logging of a reasonably consistent regolith profile formed by surface weathering of the few bedrock types (granite or dolerite). A comprehensive geological log is not produced but the Material Type codes can be ratified by the assay results. The Material Type codes are provided in Table 7‑2.

Table 7‑2: Logging Codes for Material Type

Material Type

Description

Comment

HB

Hard brown

Hardcap and Friable Zone

HSB

Hard / soft brown

SB

Soft brown

SY

Soft yellow

CLB

Clayish brown

CLY

Clayish yellow

Basal Clay Zone

BC

Brown clay

YC

Yellow clay

WC

White clay

DOL

Dolerite

Intrusion

GR

Granite

WET

Wet

Other

ROD

Broken rod

 

 

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7.5 Topography

Topography data was acquired from:

Drill hole collar survey data and check surveys performed using Trimble R10 real time kinematic differential global positioning system (RTK DGPS) equipment.

LiDAR surveys conducted in April 2015, November 2016, and June 2018 (no further surveys have been required). A plan showing the LiDAR coverage for each survey is provided in Figure 7‑6.

Landgate satellite data collected in the late 1990s.

A digital elevation model representing the natural surface was prepared by combining (in order of priority) the collar survey data, the LiDAR data, and the satellite data.

 

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Figure 7‑6: Topographic Data Coverage of the 2015, 2016 and 2018 LiDAR Surveys (Alcoa, 2022)

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7.6 Surveying

Alcoa has consistently drilled the Darling Range bauxite deposit on a 60 by 60 m grid (with infills to 30 by 30 m and 15 by 15 m) since the 1970s. Initially collar peg positions were surveyed using either a theodolite or Total Station. The 30 m and 15 m pegs were positioned between the 60 m pegs using tape and an optical square. Alcoa commenced using GPS survey control (RTK DGPS) in mid-2015.

Drilling is conducted before any forest clearing activities, which are only carried out for mine development. Positioning the drill rigs is thus imperfect. If the actual coordinates are within 2 m of the planned coordinates, the hole is considered to be correctly located, and the planned coordinates are used in all subsequent processing. Holes that are collared more than 2 m away from the planned location are flagged accordingly in the database, but the planned coordinates are still used in preference to the actual locations. In 2015, Alcoa commenced check surveying of collar positions after drilling. Most of the holes drilled in 2016 and 2017 were check surveyed. Major discrepancies, such as large differences between the actual coordinates and the coordinates defined by the hole identifier, are investigated and corrected in the database.

The planned coordinates at the 15 by 15 m grid points on Map Sheets (see Section 3.3) were used in preference to the actual coordinates. This choice stems from the fact that the original resource delineation systems (Polygonal and GSM, see Section 11.4) were based on the use of regularly gridded data. However, the current 3DBM methodology prioritizes the use of actual coordinates. The use of planned instead of actual coordinates does introduce some uncertainty in the local sample position and consequently the local estimates. However, it is noted that:

The lateral error is random, small in magnitude compared to the smallest drill grid spacing (15 m) and monitored (Figure 7‑7) with deviations from plan greater than 7 m redrilled.

The error affects few holes (for 2022/23 of the 60,754 holes drilled, 58% were within 2 m, and 99.8% within 5 m).

The long range of the grade continuity of mineralization as shown by the variograms is several hundred meters.

The local small-scale variations on the grade of mineralization due to variations in the amount of lateralization are uncontrolled and unpredictable (see discussions of drill hole twinning in Section 8.4.3.4).

The effect is a controlled ‘random stratified grid’, given that the nominal collar position is always used for estimation and there is no evident bias.

 

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Figure 7‑7: Error in Actual Collar Location from the Nominal (planned) Position is Monitored for the Three Drill Rig Types (Alcoa, 2021)

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Downhole surveys are not performed in drill holes because of their generally shallow depth and narrow diameter, so all holes are assumed to be vertical.

 

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The drill rigs have limited capacity to be levelled and cannot drill angled holes, so in some circumstances the holes may be drilled perpendicular to the natural surface. The rigs are designed to safely operate on gradients of up to 15°, so holes could be drilled up to 15° off the vertical. For a 6 m hole drilled at the planned collar position, the offset may be up to 1.55 m horizontally and 0.2 m vertically (Figure 7‑8).

Figure 7‑8: Possible Lateral and Vertical Sample Location Error on 15° Sloping Ground (SLR, 2021)

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The impact of differences between the actual locations of samples in 3D space compared to their nominal location on the mine plan is considered to not materially impact on the Mineral Resource because the errors in the spatial controls on mining are likely to be of the same magnitude as the spatial errors in mining (±2 m laterally and ±0.3 m vertically). Mining is locally controlled by DGPS on mining equipment to meet short-term plans and visually for indications of the base of ore (e.g., WC white clay).

7.7 Sampling Conclusions

In the QP’s opinion, the drill sampling and sample control procedures at Alcoa’s Darling Range Bauxite Operations are adequate and appropriate for use in the estimation of Mineral Resources. The defined volumes and grades of mineralization are not expected to be systematically impacted (biased) by errors in either the collar location or the 3D sample location.

7.8 Hydrogeology Data

Historically, no site-specific hydrogeological data was available on the basis that no hydrogeological considerations are required for the definition of mining plans in Alcoa’s Darling Range operations. However, extension of mining activities into the proposed Myara North and Holyoake development envelopes was recently considered to potentially pose a risk to the multiple uses of groundwater in the area including drinking water production, timber harvesting, pine plantation and recreation.

Alcoa has collected groundwater level and groundwater quality data within the Myara North mine region since the 1970s, with available groundwater data typically concentrated within the

 

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eastern areas of the mine region. In contrast, only limited water level and water quality data had been obtained within the Holyoake mine area. As part of the 2020 to 2021 baseline monitoring program, the monitoring network and program was expanded to include:

18 new groundwater bores at 16 locations within the Myara North mine region, to supplement 25 existing Alcoa groundwater bores. Two sites included installation of a shallow and deep paired bores, providing data on groundwater for the upper ‘perched’ unit and the underlying more regional groundwater.

17 new groundwater monitoring bores were installed in 2020 within the Holyoake mine region, to supplement 8 existing Alcoa groundwater bores.

The baseline groundwater monitoring program comprised monthly water level dips and physico-chemical parameter measurements from October 2020, with groundwater samples collected for laboratory analysis of a broader suite of parameters in October 2020 and February 2021.

In consideration of the data obtained from the expanded monitoring network, several hydrogeologic and hydrologic investigations were undertaken by GHD Pty Ltd (GHD) throughout 2021 and into 2022, including:

Implementation of a baseline surface and groundwater monitoring program including installation of a monitoring network

Groundwater modelling for Myara North and Holyoake mine regions

Drinking water risk assessment for Serpentine, Serpentine Pipehead, South Dandalup and Wungong Brook catchments.

The results of these investigations will be assessed as part of the Pinjarra Alumina Refinery Revised Proposal (Assessment No. 2253), which includes the Huntly Bauxite Mine transition to Myara North and Holyoake (See Section 17.1.2).

The work completed by GHD has been incorporated into Alcoa’s Catchment Risk Assessment (CRA). The CRA considers potential hazards to PDWSAs and other factors to evaluate mining related catchment risk. This is an iterative process that will allow refining of the model to ensure it is more accurate on the completion of each subsequent iteration. Iteration 1 was produced in 2022; it will be revised in consultation with DWER, DBCA and other relevant regulators. While the CRA is designed to inform mining risk (and lack of risk) the data and predictions can be applied to exploration. Ultimately, the CRA will help Alcoa understand in more detail the hydrological and hydrogeological risk down to a subcatchment level, supporting the development of future mining areas. The CRA is an integral part of the approved 2023-2027 MMP.

7.9 Geotechnical Data

As the slopes are so shallow, no geotechnical considerations are required for the definition of mining plans in Alcoa’s Darling Range operations.

Some limited material characterization is available within the historic reports carried out for the ROM and bauxite crushing facility and seven other mine infrastructure locations. The crusher site is situated south of Willowdale though the geology is considered similar across the sites. Testing includes cone penetration (CPT), basic laboratory classification, some limited consolidated undrained (Cu) triaxials and point load testing (PLT). Some historical data is available for strength testing within the caprock unit including unconfined compressive strength

 

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(UCS), young’s modulus (E), tensile strength and abrasion. A factual laboratory report is available from Wirtgen group based off six rock samples (post drilled from cobbles) taken at Huntly with testing including UCS, tensile strength and Cerchar abrasivity. Details for the testing protocols/standards for the Wirtgen tests are not available. As such, it is considered that there is limited information available in terms of material characterization, strength testing, or pit wall design for the mine site.

Recent factual and interpretive results of a geotechnical investigation carried out by Tetra Tech Coffey Pty Ltd (TTC) in July 2023 for the Kisler Stage 1 area are available. Laboratory testing was carried under TTC direction by STATS Australia, a National Association of Testing Authorities (NATA) accredited laboratory located in Canning Vale WA, in accordance with the general requirements of Australian Standard AS1289. A NATA accreditation is to the ISO/IEC 17025 standard, which demonstrates that the laboratory operates competently and generates valid results. TTC states that the geotechnical laboratory assessment was conducted on representative soil and rock samples recovered from test pits and boreholes, with laboratory test certificates available. The investigations were carried out primarily within the footprint of the proposed Kisler facility, located approximately 10 km south-east of the Serpentine Main Dam. The generalized subsurface profile of the site is presented in Table 7‑3, with the assumption that the actual interface between materials may be far more gradual or abrupt than those made based on the facts obtained. An additional assumption is made in that the site conditions as revealed through selective point sampling are indicative of actual conditions throughout an area.

Groundwater was not encountered at any of the test pit locations, to the maximum depth of investigation (i.e. 3.3m BGL). Groundwater was not observable at the borehole locations due to the use of drilling fluid. However, all boreholes have been converted to monitoring bores for future groundwater monitoring purposes.

Based on the results of geotechnical investigation and AS 1170.4 – 2007 Structural Design Actions (Part 4: Earthquake actions in Australia), a sub-soil classification of “Class Ce – Shallow soil” is considered appropriate for the Kisler Stage 1 site at the time of investigation by TTC.

Table 7‑3: Generalized subsurface profile

Layer/Unit

Typical depth to top of layer (m)

Typical layer thickness (m)

Description/Remarks

Sandy Silt / Silty Sand / Sandy Clay / Clayey Sand

0.2 – 3.0

1.2 – To maximum depth of investigation

Low to medium plasticity, yellow-brown to brown, sand, fine grained, sub-angular, with some gravel. Predominantly encountered at most test locations throughout the course of investigation.

Clay

0.00 – 11.0

3.0 5.4

Medium to high plasticity, brown, yellow-brown, grey-brown, with some sand and gravel.

Silty Gravel / Clayey Gravel

0.0 – 9.0

3.0 – 5.0

Fine to coarse grained, sub-rounded and sub- angular, grey-brown and brown, clay, low to medium plasticity, with some sand, trace non-plastic fine.

Granite / Dolerite

5.60 20.00

To maximum depth of investigation

Medium to coarse grained, pale grey to grey, red- brown, generally very high to extremely high strength. Some boreholes showed very low to medium strength.

 

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Granite was encountered at most borehole locations. Generally high to extremely high strength.

Dolerite was encountered at 1 location. Extremely high strength.

 

 

 

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8.0 Sample Preparation, Analyses, and Security

Sample preparation is performed by Bella Analytical Systems (Bella). Although the laboratory is located within Alcoa’s Kwinana Refinery complex and only processes Alcoa material, it is independently owned and operated by Bella. A link exists between the Bella and Alcoa Laboratory Information Management System (LIMS) for the two-way exchange of data. Bella does not have Australian National Association of Testing Authorities (NATA) accreditation.

All assays produced by Bella are monitored and controlled by Alcoa at the Kwinana Mining Laboratory (KWI), which, although it has a QA/QC system based on ISO 9001 protocols, only has one section of the laboratory certified to ISO 9001 for the purpose of certification of shipment assays of alumina.

A robotic processing system is used to prepare each sample for Fourier Transform Infrared Spectrometry (FTIR) and Reference Method (REF) testing. This entails pulverizing each sample in a flow-through ring mill to a nominal grind size of 85% passing 180 µm, and then splitting off sufficient material to fill a barcoded scanning flask (20 mm high with an 80 mm diameter). The material from the ring mill is discharged through a rotary splitter, with approximately 80–100 g of material retained for geochemical testing, and the remainder discarded. A duplicate sample is collected from 1% of the samples via a rotary splitter fitted with twin select chutes. These samples are used for Reference Methods testing.

8.1 Sample Security

Subsamples are collected by the drillers, sealed into Kraft packets with barcodes and submitted for assay. Cardboard boxes holding 50 packets are delivered at the end of each shift, by the drilling crew, to secure sample storage facilities. Unfilled boxes are stored in the drill support vehicle and completed in the next shift.

The filled sample boxes are stacked onto pallets in batches of 40 (i.e., 2,000 samples), wrapped with plastic and dispatched by courier to the Bella assay facility at the Kwinana Refinery.

8.2 Sample Preparation

Upon receipt by Bella, the sample barcodes are scanned and checked against the submission data in the Bella LIMS. Each sample packet is then split open at the top, placed in a cardboard drying tray and oven-dried at 100°C for 10 hours. The packets are transferred to a customized holder in batches of about 60, with a control between each batch, and automatically fed to a bank of 10 Rocklabs flow-through ring mills (Figure 8‑1), each of which have three concentric milling rings. The barcode is read, the sample is pulverized, a subsample is rotary split, captured in a single-use plastic Petri dish with the barcode printed on the lid, then sent to the spectral analyzer for assay. The ring mills are air flushed and vacuumed between samples.

Each sample is pulverized to a nominal grind size of 85% passing 180 µm. The ring mill discharges through a chute and rotary splitter, retaining 80 to 100 g and discarding the rest. One of the ring mills is set up to take two splits and these are used for pulp duplicate assays and to generate the Reference (REF) samples. These are sent to the KWI for wet chemical assay checking of the spectral assay. Pulverized samples are stored in a barcoded dedicated receptacle for assay (Figure 8‑2).

 

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The robotic system can run 24 hours a day handling approximately 3,000 samples per day. Only the Mineral Resource estimation samples are processed at Bella with all other stockpile and processing control samples processed using the same methods as the REF samples.

Figure 8‑1: The Bella Robotic Sample Preparation using Rocklabs Ring Mills (SLR, 2021)

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Figure 8‑2: The Pulverized Sample is Stored in a Barcoded Dedicated Receptacle for Assay (SLR, 2021)

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A LIMS system controls the progress of the sample packet through the whole of the sample preparation and assay procedure enabling digital tracking of all stages (Figure 8‑3). This ensures inter alia that the sample is valid, not previously assayed, and the assay looks like one for a bauxite sample. It also generates pulp duplicates at a frequency of 1 in 100 which are also the REF samples.

Figure 8‑3: The Pulverized Sample is Tracked Digitally Through the Bella Preparation and Assaying (SLR, 2021)

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Grind size monitoring is carried out with the advantage of the robotic sample preparation being consistent grind size. A risk with all such systems is the possibility of contamination between samples. This is usually avoided by inserting blank samples of zero grade into the sample processing stream. The difficulty is that the blank samples may themselves contaminate the next sample being assayed.

Quality control (QC) procedures were developed and implemented to monitor the Bella robotic sample preparation system (Franklin, 2019) and they include:

Temperature testing on the ovens. These are recorded between 2 and 5 times a year since 2017 at 8 positions for each of 4 ovens and demonstrate consistent safe drying temperatures below 100oC (average 97.9°C for 352 readings).

 

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Daily grind size checks. The percentage passing 180 microns and percentage exceeding 300 microns is recorded at Bella on all 10 ring mills at a rate of 1:200 for the resource drill samples, with independent checks by the KWI on a random selection of all samples milled for the week. These demonstrate satisfactory sample preparation, and the consistency of the Bella robotic system, which is critical for effective FTIR assaying (Figure 8‑4).

Figure 8‑4: Sample Preparation Monitoring: Grind Sizes for the Robotic Sample Preparation Unit Tested by Bella and by KWI

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8.3 Assaying

Assaying of the drill samples is based on a spectral method, using a Nicolet 6700 FTIR Spectrometer with a robotic feeder (Figure 8‑5). FTIR obtains an infrared absorption spectrum from the sample. The FTIR spectrometer simultaneously collects high-resolution spectral data

 

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over a wide spectral range. A mathematical process (Fourier transformation) converts the raw data into the actual spectrum for subsequent determination of the component analytes.

All drill samples are currently assayed using a customized, bespoke FTIR method, with the final corrected results used for Mineral Resource estimation. Calibration and monitoring of the FTIR results are done using the Reference Method assay results.

Bella generates the raw FTIR spectral dataset for each sample, which is transferred to the Alcoa LIMS system for post-processing. Alcoa performs all the Reference Method analyses at KWI.

The FTIR spectra are determined using a robotic scoop arm that collects an approximately 5 g aliquot of the pulp from the Petri dish and presents it to a platinum crucible. The material in the crucible is pressed flat to ensure an even surface for scanning. The crucible is then rotated several times through the spectrometer and 20 scans are conducted on the aliquot. The scans are processed and validated by the Bella system and when accepted, they are then transferred to the Alcoa LIMS system for post-processing and further validation.

Figure 8‑5: The Robotic FTIR Assaying Equipment (RHS shows the sampling scoop arm and pulp dish with the lid elevated) (SLR, 2021)

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8.3.1 FTIR Method Assays and the CalVal Dataset

The FTIR Method for bauxite assay uses infrared absorption spectra to characterize the presented sample for multiple analytes as element, compound, or mineral percentages. The approach has been developed using an extensive calibration and validation (CalVal) dataset, constant monitoring of Reference samples and Standards, and periodic revision of the prediction algorithms.

In 1990, an initial set of approximately 2,300 CalVal samples was collected covering the Darling Range tenement. A subset of approximately 700 samples was used to develop the initial FTIR prediction model. Extra CalVal samples have been added to help predictions in areas of low Reactive Silica (less than 0.5% SI) and high Total Iron (greater than 50% Fe). The CalVal samples are run randomly through the FTIR equipment in triplicate, under differing conditions (time of day, season, operator, order, etc.) to test for external factors. The FTIR results based on the prediction model algorithm are monitored using the REF assays (Franklin, 2019).

Initially some FTIR analytes (Available Alumina, Total Iron, Carbonate, Sulphate, Total Silica, Total Phosphorus and Magnetic Susceptibility) were all determined using a ‘common’ algorithm, whereas Reactive Silica, Oxalate, Extractable Organic Carbon, Total Alumina and Boehmite

 

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each used a specific algorithm. Since 2017 specific algorithms have been used for all analytes. The algorithms are periodically updated, typically if there has been a change in equipment or Reference Method. Retaining all FTIR spectra now means additional analytes can be determined using specific algorithms, with three new analytes being added to Method Set MIC#00005 in 2021 (Potassium, Titanium and Gallium).

8.3.2 Reference Method (REF) Assays

The REF assaying is done by Alcoa in the KWI to validate and calibrate the FTIR assays. This is a suite of assays and tests that are carried out by wet chemical and other means and has included:

XRF x-ray fluorescence spectroscopy

ICP-OES inductively coupled plasma optical emission spectrometry

XRD x-ray diffraction

MS magnetic susceptibility, a proxy for grindability

BD-ICP bomb digest in a caustic solution, with an ICP-OES finish

BD-GC bomb digest in a caustic solution, with a gas chromatography finish

BD-NDIR bomb digest in a caustic solution, with a non-dispersive infrared finish

MD-ICP microwave digest in a caustic solution, with ICP-OES finish

There are differences in the nature of these tests. Both XRF and ICP methods are instrument-based methods designed to replicate wet chemical analysis results, either total or partial assays depending on the digestion. Both XRD and MS methods are used to investigate mineralogy contents so are regarded as proxies for assays. Bomb digest (BD) methods have been developed by the alumina refining industry to determine the expected yield of bauxite ore during processing. They are the basis for ‘metallurgical assays’ that are designed to replicate the physicochemical reactions in the refinery and accordingly may be customized for a particular ore type or process plant. At Alcoa some BD assaying has been replaced with a microwave digest (MD) method.

8.3.2.1 REF Assaying Methods

A summary of the assaying used for the REF samples, which are used to calibrate and validate the FTIR Method, is provided in Table 8‑1.

Table 8‑1: Assaying Methodologies for Resource Estimation Samples

Name

Analyte

Code

Units

Reference Method

Available Alumina

A.Al2O3

AL

%

MD – ICP (MALSI)

Reactive Silica

R.SiO2

SI

%

MD – ICP (MALSI)

Total Iron

FeO

FE

%

XRF and FTIR

Oxalate

NaCO

OX

kg/t

BD – GC

Carbonate

NaCO

CO

kg/t

BD – NDIR (TICTOC)

Extractable Organic Carbon

C

EO

kg/t

BD – NDIR (TICTOC)

 

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Total Phosphorous

PO

PT

%

XRF

Sulphate

NaSO

SU

kg/t

XRF

Total Silica

SiO

ST

%

XRF

Magnetic Susceptibility

MagSus

MS

None

MS (CGS system)

Total Alumina

AlO

AT

%

XRF

Boehmite

AlO(OH)

BO

%

XRD

The bomb digest (BD) method involves adding a measured amount of carbonate free 52% caustic soda to the sample aliquot (1 g), sealing it in a small 10 mL pressure vessel and then cooking it at 145°C. After cooling, the solution is assayed by titration or other methods to determine the alumina and silica contents. As the digestion of these elements by the hot caustic solution is determined by the physical conditions during digestion (mainly temperature and pressure) the results provide a proxy for the expected performance of ore of that nature in the alumina refinery plant. The resulting assays are termed available alumina (AL) and reactive silica (SI), measured as percentages.

The MD method was introduced in 1996 to supplant the BD methods for assaying of the Mineral Resource drill samples. Atmospheric digestion is done in a microwave oven using a 13% caustic solution. The advantage of this is that it is faster, more repeatable and uses a bigger aliquot (0.5 g). The MD assays are collectively named ‘microwave available alumina and reactive silica’ (MALSI). The BD methods are still used for the refinery monitoring samples including those taken from the sampling towers prior to the feed stockpiles of crushed ore.

Following digestion using either MD, BD, or wet chemical methods, the analytes are assayed (Table 8‑1) using the following methods (Figure 8‑6):

For ICP the digestion liquor is read using a PerkinElmer Optima 8300 machine.

For XRF an aliquot of 0.7 g is combined with a lithium borate flux, fused in platinum crucibles on a dedicated Phoenix 8-bank burner, and batches are assayed on an Axios Max PW4400 machine.

For gas chromatography (GC) a 1.00 g aliquot is used and assayed on an Agilent 7890B machine.

For Total Inorganic Carbon and Extractable Organic Carbon (TICTOC) a 1.00 g aliquot is digested and assayed using an Analytical Aurora 1030 Total Organic Carbon Analyzer with carousel.

 

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Figure 8‑6: Digestion and Assay Equipment used for REF Samples at the KWI
Clockwise from top left: BD, MD, TICTOC, ICP, XRF, GC (SLR, 2021)

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Details on the assaying method used for the final (Best) assay value for every sample interval are carried in the acQuire database.

For resource estimation, the Reference Method results are used to monitor the performance of the FTIR assaying, and to calibrate (adjust) the FTIR results on a batch-by-batch basis. The

 

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Reference Method is also used for all monitoring of the refinery performance including the grades of ore presented to the sampling towers at Pinjarra and Wagerup prior to stockpiling and reclaiming of the ore feed.

A consistent approach to sample collection, preparation and assaying for Mineral Resource estimation has been used since 1980. Refinements to the assaying methods have comprised:

1996 Microwave digestion was introduced instead of bomb digestion for the REF samples.

1999 The collection of the FTIR spectral data was outsourced to Bella, with direct control of processing and prediction still done by Alcoa.

2006 Robotic sample preparation was introduced at Bella.

2006 Digital retention of all FTIR spectral data was introduced, enabling additional post-processing of assayed samples for new analytes.

2017 The calibration sets were rescanned with FTIR and an updated Method Set (MIC#00005), was developed.

2018 Original wet chemical assays were replaced by FTIR for approximately 73,000 samples (drilled in Myara North from 1992 to 2002).

2019 Original wet chemical or FTIR assays were replaced by FTIR for approximately 251,000 samples (drilled in Myara North from 1991 to 1997).

The impact of these changes and validation of the results were investigated by Alcoa personnel and independently by SRK (2021a). It was concluded that the assaying precision (i.e. repeatability) and accuracy (lack of bias, as demonstrated by quantile-quantile plots) did not show significant differences between the pre-2018 and post-2018 data sets.

Since completion of the 2022 Mineral Resource inventory, an additional 60,716 vacuum and aircore holes have been drilled and approximately 707,270 routine FTIR analyses performed. These represent holes drilled between September 2022 and June 30, 2023.

8.4 Quality Assurance and Quality Control

Quality assurance (QA) consists of evidence that the assay data has been prepared to a degree of precision and accuracy within generally accepted limits for the sampling and analytical method(s) to support its use in a Mineral Resource estimate. Quality control (QC) consists of procedures used to ensure that an adequate level of quality is maintained in the process of collecting, preparing, and assaying the drilling samples.

8.4.1 QA/QC Protocols

The following QA/QC protocols are implemented and managed by Alcoa’s team, and QA/QC samples are not blind to the laboratory, with the exception of Sample To Extinction (STE) samples. Batches of samples are submitted to the Bella laboratory daily. Internal standards created from the stockpile of the Darling Range bauxite are introduced by the Bella Laboratory every 50 samples during the FTIR analysis to check the chain of process. All standard sample insertions and batches maintain consecutive numerical order. Calibration is done at first to generate the reference mean of the standard as well as the acceptable minimum and maximum values totaling three standard deviations.

 

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After the boxes of drill samples are received at Bella, packets of Reference Method samples (REF) are split out by the robotic sample preparation, based on a random selection by Alcoa LIMS, at a frequency of 1 in 100 (1%). These are submitted to the KWI in batches of 19 for REF assaying to calibrate and validate the quality of the FTIR Bella assays. As the FTIR assays are adjusted to match the REF assays (using a ‘broken stick’ curve adjustment to remove bias and maintain precision, see Figure 8‑10) it is expected that there should be minimal bias between REF and FTIR corrected results (FTIR_corr). However, the repeatability between the two methods is an important attribute of the quality of the assay results used for Mineral Resource estimation. Each batch of REF samples includes 1 Blank and 1 Standard. The REF samples are considered to serve the same purpose as pulp repeats in defining the repeatability of the assays. Alcoa also sends checks of REF samples assayed at Bella and KWI to an independent laboratory, Bureau Veritas (BV).

Alcoa introduced in 2018 an alternative procedure to field duplicates, termed Sample To Extinction (STE). This involves taking the normal 0.5 m drill sample (referred to as the Parent) and collecting all the residue from that drilled interval (i.e. the riffle split reject, and previously any material left in the sampling cup). This residue is collected once per shift from each rig under supervision by the geologist. The residue is pulverized and homogenized, then two equal splits (referred to as the “Daughters”) are assayed.

Following receipt of results from the laboratories, Alcoa geologists review the values, and sample batches identified as anomalous are repeated by the laboratory. Monthly and quarterly QA/QC reports are produced to detect and address potential temporal trends or issues in their results.

The following are the existing written QA/QC procedures available to all staff:

Franklin (2019) describing the FTIR process.

Use of the customized in-house Exploration PowerApps digital module to record and document field inspections by the geologist at the drill rigs (documenting visible contamination, Sample ID, Hole ID, splitting, chip size of sample, split volume, depth measurement, collection of Sample To Extinction (STE) samples, collection of further FTIR calibration and validation (CalVal) samples, as well as other prestart, safety, risk and EHS inspections.

Procedures for generating STE samples.

Various PowerPoint presentations providing an overview of the laboratory procedures.

SLR reviewed QA/QC information compiled in the previous report (SLR, 2022) and analyzed the new QA/QC data compiled by Alcoa between November 2022 and September 2023. The findings of this analysis are presented in the subsequent subsections.

Blanks are not routinely introduced in FTIR submission batches into the robotic mills at Bella and there is no check on cross-contamination during sample preparation. Given the style of mineralization, the ore grades being assayed, and the volume of material milled compared to the final aliquot assayed, the absence of sample preparation blanks is not considered material. There is also no available blank sample on the market that would not introduce contamination of the mills by very low-grade samples at Bella. KWI laboratory submits blanks with a frequency of 1 to 19 in the REF samples sets compiled and dispatched regularly by Bella, however that information was not available for review.

 

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8.4.2 Standards

Standards evaluate accuracy of the assaying by detecting the differences between a result and an expected value, also known as a bias. Alcoa has used a series of specially prepared Internal Reference Material (IRM) samples derived from Darling Range bauxite, pulverized and homogenized by Gannet Holdings, labelled KH09 to KH18. Between 2021 and 2022, only IRM KH14 and KH20 have been used at the Bella Laboratory and KH10 at the mining laboratory. Monitoring using these IRM samples provides arguably better assurance of assaying accuracy than commercial Certified Reference Material (CRM) samples. The IRMs have generally been sourced from stockpile material and used in both coarse-crushed and pulp form. The IRMs have not been externally certified. A summary of the IRMs is provided in Table 8‑2.

Table 8‑2: Standards Used for Drilling and REF Monitoring (IRMs)

Standard

Date

Comment

KH09

May 1999 to present

Boehmite analysis, FTIR, MD-ICP, and XRF analysis Mining reference analysis (IRM)

KH10

May 2012 to present

Mining reference analysis (IRM)

KH11

July 2008 to March 2015

FTIR analysis (IRM)

KH12

July 2008 to April 2014

Grind size control (IRM)

KH13

April 2014 to present

Grind size control (IRM)

KH14

March 2015 to October 2021

FTIR analysis (IRM)

KH15

October 2015 to September 2017

Preparation and analytical control – introduced at the drill rig (IRM)

KH16

September 2017 to December 2018

Preparation and analytical control – introduced at the drill rig (IRM)

KH17

September 2017 to December 2018

Preparation and analytical control – introduced at the drill rig (IRM)

KH18

September 2017 to December 2018

Preparation and analytical control – introduced at the drill rig (IRM)

KH20

October 2021 to present

FTIR analysis (IRM)

Control of the accuracy of FTIR samples is currently monitored at the Bella laboratory using IRM KH20. The IRMs are inserted every 50 FTIR samples. FTIR batches totaling 14,960 samples of KH20 analyzed between November 2022 to September 2023 and using Priority Codes P194 to P201, grouped by quarters, were sent to SLR for review. Priority Codes represent batches assayed by the FTIR Method using the same batch correction factors.

The QP selected six batches; three for review from the second quarter of 2023 and three from the third quarter of 2023 for the IRM KH20. The QP prepared control charts for AL, SI and FE and analyzed temporal and grade trends, reviewed the data for low and high biases, and the failure rate of each standard. The failure rate was defined as a value reporting more than three standard deviations (SD) from the expected value.

KH20 standards from batches P199, P200 and P201 were examined. The AL expected values in percent are between 31.92% and 34.15% while SI range between 0.94% and 1.12%. For FE, the average expected results are between 14.79% and 17.4%. This standard is representative

 

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of the average grades of the deposit. The control charts for KH20 of the third quarter of 2023 are shown in Figure 8‑7.

In general, during the third quarter, the values for AL are well within acceptable limits, falling between the low and high control limits of three SD. Most of the failed samples slightly exceed the acceptable limits, resulting in a minor failure rate of 0.2% and bias of 0.5% from the expected value. As for SI, the failure rate of 1.5%, and it is noteworthy that starting August 4 2023 most of the failures consistently fall below the low control limit of 3SD. This leads to an overall slight negative bias of -0.3%. Results for FE indicate acceptable levels of accuracy at the Bella Laboratory, with only 0.7% of the samples falling outside the ±3SD. However, it is worth noting that starting in August 2023, most of the failed samples consistently showed values below the lower limit. This trend includes two samples from batch P200, which recorded by the end of September the lowest values of 14.09% and 14.66%, resulting in a bias of -1.3%. The QP recommends investigating this negative bias and making necessary adjustments to avoid any adverse impact on the Mineral Resource estimate.

Figure 8‑7: KH20 control chart of AL, SI, and FE from third quarter of 2023

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Batches P197, and P198 were also examined for standards KH20. Its AL expected values in percent are between 31.51 % and 34.14% while SI range between 0.94% and 1.12%. For FE, the average expected results are between 15.97 % and 17.31%. The control charts for KH20 of the second quarter of 2023 are shown in Figure 8‑8.

AL values generally show good performance, with no outliers and resulting in a 0.8% of bias. Similarly, all FE samples are within the ±3SD threshold, with a consistent bias of 0.2%. Results of SI exhibited a 0.9% failure rate with outlier values slightly below -3SD, and a -0.2% bias. The QP considers this database can support the Mineral Resources estimate.

 

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Figure 8‑8: KH20 control charts of AL, SI, and FE from second quarter of 2023.

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The frequency of insertion of IRMs at the mining laboratory of standard KH10 is 1 in every 19 samples (one REF batch). The frequency of re-assaying the FTIR results (if rejected by a REF assay) has an expected rate of less than 1.5%. Actual performance depends on the total number of FTIR assayed samples, the area where they were drilled and whether there were issues with the Sample Presentation Unit (SPU) in the FTIR process.

The QP selected three batches, P199, P200 and P201, to examine the values of AL, SI and FE analytes in KH10 standards in the third quarter of 2023 for additional review. KH10 expected values are close to the average grade of the deposit.

Results from the analysis of the AL analyte in standard KH10 across the three revised batches generally indicate good laboratory accuracy and precision, with no observed failures, although a slight low bias of 1.0 was noted. The SI analyte also exhibited overall good behavior, resulting in 0% and 2.1% failure rates. Similarly, the FE analyte consistently showed a low bias of 0.2% and no outliers across all three batches. Figure 8‑9 illustrates the control charts for these selected analytes, focusing on batches from the third quarter of 2023.

Overall, standards performance is excellent for Al, Si, and FE analytes.

 

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Figure 8‑9: KH10 Control Chart of AL, SI and FE from the third quarter of 2023

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8.4.3 Duplicates

8.4.3.1 Measures Of Precision

There are a number of approaches to defining the repeatability of an assay result, and they are generally controlled by a framework first developed by Pierre Gy, now referred to as the Theory of Sampling. Accepted approaches used here for determining the repeatability of sampling and assay results are:

Scatter plots with the same X and Y axes, showing the overall distribution of the paired samples, and obvious outliers, with perfect repeatability shown by the 45o line of equality.

Measures based on the robust Half Absolute Relative Difference (HARD) bivariate statistic (Shaw, 1997; Abzalov, 2016). These include the precision (as Coefficient of Variation (CV) with a confidence interval of 68%) and the correlation coefficient.

Other bivariate measures, that may be influenced by outliers, such as the slope of regression, variance, and CV.

With all measures, trimming the data (excluding outliers, obvious errors, incorrect values, out of range values, and those near the Limit of Detection) can impact on statistical measures of precision, which is why scatter plots are helpful in interpreting results.

8.4.3.2 Field Duplicates

It is generally considered best practice to collect field duplicates in resource drill sampling programs. They should be a second split collected with the first split in exactly the same way (i.e. from the same drilled interval, using the same splitter, generally from the reject side of the splitter, sometimes by re-splitting all of the reject a second time). Alcoa discontinued the routine collection of field duplicates in January 2018 due to limitations to the benefit of collecting field duplicates because the sample splitting procedure was problematic (SLR, 2022). Therefore, no

 

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additional data is currently available to review for field duplicates. The process was superseded by the Sample to Extinction process, described in Section 8.4.3.5.

8.4.3.3 Check Assays – Umpire Laboratory Checks

Alcoa sends checks of REF samples assayed at Bella Lab to an independent laboratory, Bureau Veritas Minerals (BV) in Canning Vale, Western Australia for an impartial review. BV holds NATA accreditation No.626 and it is accredited for compliance with ISO/IEC 17025 – Testing. SLR was handed out a spreadsheet to examine, with a total of 983 samples that covered the original Bella and REF values as well as the results from the analytes re-assay by FTIR at BV. Results from the REF comparison with BV can be visualized in the form of scatter plots and quantile-quantile plots in Figure 8‑10, Figure 8‑11, and Figure 8‑12 for AL, SI and FE. The associated method of analysis for each REF analyses are listed in Section 8.3.2.1.

Results for AL show an acceptable difference of -0.7%, where Bureau Veritas presents slightly lower values compared to the Bella Lab, with a strong correlation of 0.989 for 921 pairs. The Quantile-Quantile plot suggests there does not seem to be any systematic bias in the measurements; since the data points follow the trend line closely and are consistent across the range of values. The analysis of SI showed a difference between pairs of -6.1%. Bureau Veritas is reporting marginally lower values from 0% to 1%, slightly higher values between 1-4%, and exhibits a low to moderate bias above 4%. However, the correlation of 0.984 is considered good for 913 pairs and it may be worth noting that both populations are statistically similar. The QP recommends further investigation on the protocol applied by Bureau Veritas for SI that may be affecting the resulting bias. The results of FE demonstrated a good correlation, with a coefficient of 0.985 and a low difference between means of 0.4%.

Figure 8‑10: Scatter Plot, Quantile-Quantile Plot and Statistics of AL Umpire Laboratory Checks – Bella and Bureau Veritas

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Figure 8‑11: Scatter Plot, Quantile-Quantile Plot and Statistics of SI Umpire Laboratory Checks – Bella and Bureau Veritas

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Figure 8‑12: Scatter Plot, Quantile-Quantile Plot and Statistics of FE Umpire Laboratory Checks – Bella and Bureau Veritas

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8.4.3.4 Twinned Hole Studies

Since the last report (SLR, 2022), the twin hole studies campaign has been suspended because of its limited value and therefore, no additional data is available for an updated analysis.

8.4.3.5 Sample To Extinction (STE) Samples

After a few reviews of the data sets between 2018 and 2021 by independent consultants, biases and poor repeatability were reported. The issue was investigated, and it demonstrated that perhaps the splitting at the drill rig was incorrect, and also illustrated the sampling principle that pulverizing (reducing the particle size) before splitting will always reduce the error. On the basis

 

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of these studies and external review, modifications to the splitting procedure at the rig were carried out.

Since 2020, Alcoa refined the STE sampling procedure to now collect one sample per shift from each drill rig and assay three Daughters after pulverizing and splitting. The 2023 STE clean dataset examined by SLR contained results for 400 pairs. SLR has used this data set to prepare bivariate statistics, scatter plots and precision plots.

Comparisons were carried out for the analytes AL, SI, and FE between:

Daughter 1 vs the Parent

Daughter 2 vs the Parent

Daughter 3 vs the Parent

Daughter 2 vs Daughter 1

The average of the Daughters vs the Parent

The Parent-Daughter studies showed that the test results present reliably repeatability for the residue pulp repeats, meaning the test results were similar across multiple trials. Although the relationship between the tests was strong, the exactness of the match was not perfect, with a match score (correlation coefficient) between 0.921 and 0.948. The Daughters (D1, D2, and D3) were very close to the original sample (Parent), indicating that the methods used to prepare and divide the sample were done properly. The AL levels were consistently higher in the daughters compared to the parent, especially when the AL levels were between 0-8%, with more variation in results when levels were between 0-5%. The correlations for aluminum oxide were 0.88 for D1, 0.90 for D2, and 0.91 for D3. Results for SI showed an alternance of low and high bias, the first low bias ranging from 0-5%, the second low bias from 5% to 8% and the last high bias for grades 8% and above. The correlation for SI ranged from 0.84 to 0.88. As for the results of FE, a slightly low bias was identified for each parent-daughter set but is most prominent above 8%. The correlation coefficients varied between 0.91 and 0.94. Examples are provided in Figure 8‑13 for AL and SI.

As expected, similar repeatability with the individual Daughter analysis was reported between the residue results (the average of the Daughters) and the normal drill sample (the Parent), with comparable bias suggestions. It is therefore reasonable to say that split taken at the drill rig (Parent, taken by splitting down to 150 g) is as good a representation of the drill interval grade as collecting the whole of the residue and carrying out pulverizing, homogenization and splitting.

 

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Figure 8‑13: Quantile-Quantile Plot of Parent and Individual Daughters’ Analysis of AL (on the left) and of SI (on the right)

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While the STE procedure could be retained for specific studies, in the QP’s opinion, the reintroduction of field duplicates using appropriate riffle splitters under supervision should be considered.

8.4.3.6 Holyoake Program

Submitting historic assays to be re-evaluated is a method that helps monitor the quality of the historical data to guide daily production. A set of 33,224 historic and recent assays was provided to SLR, which was cleaned up to produce a total of 15,412 perfectly match pairs. The QP prepared an analysis which included a comparison of the original historic FTIR Al and SI assay and recent Holyoake duplicate assay results. Alcoa implemented the Holyoake check assay in 2021.

The large pool of samples facilitated the interpretation of accuracy and precision. The analysis of both AL historic versus Holyoake results indicates clearly that recent values are higher above 10% in grade, confirming a clear high bias. Below 10%, the values are lower, showing a low bias, and mostly outside the acceptable limit of 20% difference. Both affirmations can be visualized in Figure 8‑14. Values of SI are behaving similarly, as observed in Figure 8‑15, with a low bias between grade of 0 and 5%, and a strong high bias for values above 5%. The percent difference between the means are quite high for both analytes, at 5.3% for Al and 13.5% for SI.

These differences can be the results of an improvement of the analysis method and procedure since 2005 reflecting a better geochemical understanding of the deposit. The QP recommends addressing these biases by limiting the use of historic data when possible and continuing the re-assay program of assays collected before 2005.

 

 

 

Figure 8‑14: Scatter Plot, Quantile-Quantile Plot and Statistics of AL Historic and Holyoake Results.

Scatter Plot – AL

Quantile-Quantile Plot – AL

 

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Figure 8‑15: Scatter Plot, Quantile-Quantile Plot and Statistics of SI Historic and Holyoake Results.

Scatter Plot – SI

Quantile-Quantile Plot – SI

 

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8.4.3.7 Stockpile Feed and Sampling

Refinery feed grade is monitored at Huntly and Willowdale using material collected at the Pinjarra and Wagerup sample plants. At each operation, the sample plants are located at the refinery end of the overland conveyors, just prior to the stockpile stackers.

The stockpile area at the Pinjarra refinery is fed by two conveyor belts (SP-171 and SP-271) that derive their ore from the same crusher (currently at Myara). Prior to the ore being combined from the belts and fed to the stockpile area, it passes through a sampling tower that alternatively takes a primary cut from each belt, dries, crushes, subsamples and combines them into two parallel samples for 12 hour shifts.

A comparison of these paired samples (SLR, 2022) found no material issues and no new data was presented for this review.

8.5 Conclusions

It is the SLR QP’s opinion that the data reviewed from November 2022 to September 2023, along with the protocols in place for ensuring accuracy and precision, offer sufficient confidence on the reliability of the data used in resource estimation. Sample and data security protocols adhere to the best industry standards.

 

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Specifically:

The current use of internal standards provides a robust framework for ensuring the precision and accuracy of assay data through continuous adjustments. SLR recommends investigating and correcting the slightly negative bias detected for the SI and FE results from the third quarter of 2023, to prevent any long-term trending bias that might adversely affect the Mineral Resources estimate.

The regular external checks performed by Bureau Veritas have ensured the reproducibility of the Bella lab results. SLR recommends investigating and reviewing the protocols under which reactive silica has been analyzed at both Bella and Bureau Veritas, that may be creating the final bias of -6.1% observed.

The STE method is as good a representation of the drill interval grade as collecting the whole of the residue and carrying out pulverizing, homogenization and splitting. Additionally, considering the STE process's efficacy, the reintroduction of field duplicates using appropriate riffle splitters should be contemplated for further validation of the sampling process.

It is the opinion of the SLR QP that the sample preparation, security, and analytical procedures used for the Alcoa Mineral Resource meet conventional industry practice and are adequate to allow provision of data included in this Mineral Resource estimate. FTIR is not widely used yet in the bauxite industry but is becoming more widely accepted and applied at more operations. At Alcoa, the method has been consistently applied successfully for a decade and is routinely validated by industry standard XRF and wet chemical procedures as discussed in Sections 8.3 and 8.4.

It is the opinion of the SLR QP that, from the studies on FTIR repeatability discussed above, the overall precision and accuracy of the FTIR assaying is acceptable and adequate for use in a Mineral Resource estimate.

 

 

 

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9.0 Data Verification

9.1 Data Structures

Wherever possible the transfer of geological, sampling and assaying data is now carried out digitally.

The use of rugged field tablets was introduced after an external review (Snowden, 2015). The data recorded at the drill rig is uploaded daily via WiFi for validation prior to importing into the acQuire database. This allows the data to be captured, checked, approved, and then loaded without any further manual keystroke entry.

The sample preparation and assaying data are all recorded at the Bella facility (see Figure 8‑3) allowing all aspects of the sample preparation to be tracked and transferred to KWI through direct connection to their Laboratory Information Management System (LIMS). After calibration, validation and checking of the FTIR and REF assays they are transferred digitally to the acQuire database.

Within the database, scripts are run to prioritize the results and to define the BEST value for each analyte (e.g. AL_BEST, SI_BEST, etc.). The downhole accumulations of all grades are calculated, and the base of mineralization is determined. Other values are also calculated such as the Density using a regression equation (see Section 11.9.5).

An events table is used to change the status of each hole at all stages as it progresses through the validation process from designed, to drilled, to dispatched, to lab pending, to validated.

The various downhole geological features (LithCode, Seam, Geol Floor, etc.) are all verified spatially, validated by geologists using the vertical position and assays (e.g. Figure 7‑6), and where appropriate metadata (e.g. Status Flag) is added to record the basis of the interpretation.

The required modelling files are exported from the acQuire database by the geostatisticians using queries. The final Mineral Resource models are then imported into the over-arching ArcMap environment for mine planning, and integration with the environmental and other planning protocols.

Figure 9‑1: Visual Display of Hole Status (logged and assayed) for Hole G39150224 in Serpentine (Alcoa, 2021)

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9.2 Data Verification Measures

The QP interrogated the data extracted from the acQuire database for two areas (Serpentine and Millars). For these two areas, the count of records in each table is summarized in Table 9‑1.

Table 9‑1: Count of Records by Database Table for Two Database Extracts

Data Type

Table

Serpentine

Millars

Collars

tblass

6,362

8,298

Surveys

tblsur

6,362

8,298

Assays

tblass

59,622

70,905

REF Assays

tblassrefs

611

711

Lithology

tblgeoLithology

69,564

82,762

Geology Floor

tblgeoGeolFloor

69,561

82,761

Seam

tblgeoSeam

69,564

82,762

Extensive checks were run to validate the integrity. These included searching for duplicate records, downhole gaps¸ interval overlaps, missing collar or survey records, etc.

The following observations were made:

As expected, the Validation Tables ensure that there are no anomalous codes.

Checks for assay closure (adding all assays to 100%) are done by Alcoa when the assay data is prepared for resource estimation. The availability of total oxide assays (e.g. AT and ST) has progressively increased over time.

In a few cases (156 for Serpentine, drilled from October 2019 to December 2019, and 114 for Millars) there were blank values for LithCode in the table geoLithology at the top of the hole, followed by a zero-length interval (e.g. From 1.2 m and To 1.2 m) with a valid LithCode. This is due to the practice of not sampling the overburden but instead discarding it, creating in some cases a short interval with no assay or LithCode. This type of database error is usually picked up by a validation check looking for zero length drill segments. In this deposit, because the geological logging is expected to follow a vertical sequence (which is used for some of the interpretation scripts), such zero length intervals are not uncommon to allow for pinching and swelling of some horizons.

Some calculation and range checks were run that highlighted gaps or anomalies in the scripts used to validate that data before resource estimation:

There are 19 records with ST_BEST values greater than 100% in Serpentine and 2 in Millars. Such values should be investigated, trimmed, and flagged.

There are a number of records (107 for Serpentine and 165 for Millars) where AL (available alumina) is greater than AT (total alumina). There are also records (1,273 for Serpentine and 2,029 for Millars) where SI (reactive silica) is greater than ST (total silica). These should be further investigated, flagged in the database, and future instances flagged during data loading so that when such results (infrequently) occur there is recognition during the data loading that this is due to FTIR assays outside the normal calibration range, rather than due to sample mix-up or contamination.

 

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Checks on the regression calculation for density were run on the Serpentine database. There were 1,187 records not flagged as Seam=CAP, that had density values ranging from 2.04 to 2.28. These were either 20% or 40% CAP and had a density value reflecting the length weighted average of the two domains assigned. Of the total 6,399 records with valid seam and iron data, SLR found that 5,566 (87%) were within ±0.1 of the database density value. The remaining 833 records with Seam=CAP and an FE_BEST assay were either 60% or 80% CAP and had a density value reflecting the length weighted average of the two domains assigned.

9.3 QP Opinion

The database extracts that were provided proved very robust to scrutiny, except for a small number of anomalies noted, none of which are considered material in view of the vast number of drill holes, assays, and other records.

The QP is of the opinion that the database is adequate, and the data is appropriate for the purpose of Mineral Resource estimation.

 

 

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10.0 Mineral Processing and Metallurgical Testing

Mineral processing and metallurgical test work samples representing the Darling Range operations are not available; however, this is an operating mine and consistent operating data demonstrates that the ore is directly transported to the refineries following size reduction. SLR understands that these operating data represent all material mined for ten years and sourced from four mining regions and as such represent the various types and styles of mineralization within the Darling Range operations.

It is important to note that there is no upgrading involved in the processing and therefore the processing recovery can be considered above 99% allowing for any losses in production.

The operating data between 2010 to 2023 for the Willowdale operation and 2010 to 2023 for the Huntly operations0 indicates that the product from the Darling Range operations consisted of an average AL grade of 33% and average Total SiO grade of 20%. It is important to note that higher grades of SI are potentially deleterious but that it has remained below 1.31% throughout the 14 years of operation with the only exception of 2023 (1.64% for Pinjarra and 1.61% for Kwinana). SLR understands that according to the mine plan the Total SiO content on an annual average basis remains below 22.5%, and that SI, on the same basis, remains at or below 1.8% (for the combined mine output) for the next nine years. This means there is no evidence of any problematic deleterious elements present in the Darling Range ore within the next nine years of production.

A summary of the product grades from the Darling Range operations are shown in Table 10‑1, Table 10‑2 and Table 10‑3.

Table 10‑1: Product Grades of Darling Range Operation (Willowdale–Wagerup refinery feed)

Year

Moisture (%)

LOI (%)

Total AlO (%)

Total SiO (%)

FeO (%)

TiO (%)

AL (%)

SI (%)

2010

8.0

22.3

38.1

21.8

17.5

1.43

32.8

1.13

2011

7.9

20.9

40.6

22.3

17.6

1.47

32.8

1.14

2012

8.0

21.0

38.1

21.1

18.1

1.58

33.0

1.16

2013

7.7

21.2

36.8

18.6

19.5

1.61

32.7

1.21

2014

7.9

21.2

37.2

18.1

19.3

1.62

33.1

1.17

2015

7.5

21.5

37.0

18.0

19.0

1.72

33.2

1.11

2016

7.8

21.6

37.6

16.7

20.6

1.75

33.1

1.14

2017

7.8

21.8

37.9

16.0

21.4

1.83

33.0

1.10

2018

8.0

21.6

38.3

15.9

21.3

1.88

33.0

1.13

2019

7.6

21.3

37.3

16.8

21.3

1.85

32.3

1.15

2020

7.8

21.5

37.4

14.1

23.3

2.10

32.5

1.07

2021

8.3

21.5

37.5

18.0

21.0

1.73

32.4

1.06

2022

7.8

21.1

37.5

17.9

21.3

1.85

32.3

1.02

2023

7.8

20.6

36.8

18.8

21.5

1.80

31.6

1.04

 

 

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Table 10‑2: Product Grades of Darling Range Operations (Huntly–Pinjarra refinery feed)

Year

Moisture (%)

LOI (%)

Total AlO (%)

Total SiO (%)

FeO (%)

TiO (%)

AL (%)

SI (%)

2010

7.4

20.8

38.6

20.8

17.4

1.34

33.1

1.05

2011

7.8

21.0

38.8

20.0

18.0

1.41

33.0

1.04

2012

8.2

21.4

39.4

20.2

17.1

1.37

33.6

1.13

2013

8.1

21.5

39.8

19.5

17.1

1.35

33.9

1.12

2014

8.2

21.5

39.6

18.6

17.7

1.45

33.8

1.16

2015

8.0

21.6

39.3

19.5

17.3

1.41

33.8

1.08

2016

8.2

21.4

39.2

20.3

17.0

1.38

33.8

1.13

2017

8.3

21.3

39.3

19.6

17.5

1.42

33.9

1.11

2018

8.3

21.4

39.1

19.5

17.6

1.42

33.7

1.07

2019

8.1

21.3

38.9

20.1

17.2

1.38

33.5

1.12

2020

8.4

21.4

39.1

18.4

18.6

1.52

33.5

1.20

2021

8.9

21.1

38.8

19.7

18.3

1.48

33.0

1.24

2022

8.5

20.8

37.9

19.3

19.9

1.62

31.9

1.31

2023

9.1

19.7

35.6

20.0

21.9

1.84

29.6

1.64

Table 10‑3: Product Grades of Darling Range Operations (Huntly–Kwinana refinery feed)

Year

Moisture (%)

LOI (%)

Total AlO (%)

Total SiO (%)

FeO (%)

TiO (%)

AL (%)

SI (%)

2006

7.8

21.7

39.3

18.7

18.0

1.37

33.9

1.10

2007

8.0

21.6

39.2

19.5

17.6

1.33

33.7

1.11

2008

7.9

21.3

39.1

20.1

17.3

1.34

33.8

1.09

2009

7.8

21.3

39.0

20.7

17.3

1.29

33.5

1.02

2010

7.5

21.4

38.6

20.8

17.4

1.26

33.1

1.04

2011

7.6

21.3

38.7

20.1

18.2

1.30

32.8

1.03

2012

8.2

21.5

39.4

20.3

17.0

1.25

33.5

1.13

2013

8.1

21.8

39.8

19.5

17.1

1.26

33.9

1.11

2014

8.2

22.0

39.6

18.8

17.7

1.37

33.7

1.17

2015

8.0

22.0

39.4

19.7

17.2

1.31

33.8

1.08

2016

8.2

21.7

39.1

21.3

16.1

1.32

33.8

1.03

2017

8.3

22.2

38.9

20.6

16.5

1.34

33.8

1.03

2018

8.3

22.1

38.6

20.8

16.7

1.33

33.9

1.05

2019

8.0

21.8

38.9

21.2

16.4

1.32

33.5

1.12

2020

8.4

21.7

39.1

19.8

17.6

1.44

33.5

1.16

2021

8.9

21.0

38.7

20.9

17.6

1.39

33.0

1.20

 

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2022

8.5

20.8

37.6

20.7

18.6

1.50

31.9

1.26

2023

9.1

20.0

35.8

21.2

20.6

1.76

29.6

1.61

10.1 QP Opinion

SLR is of the opinion that the Darling Range operation demonstrates that ore can be effectively crushed and supplied to a refinery for further upgrading to produce Alumina. The historical operational data confirms that the ore consistently meets refinery specifications without any deleterious elements. Based on this, and the additional information about the mine plan provided by Alcoa, it is reasonable to assume that the ore from Darling Range can be economically processed for the next nine years.

 

 

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11.0 Mineral Resource Estimates

11.1 Summary

The Darling Range resource comprises over 20,000 resource blocks, with a combined area of approximately 10,250 ha, averaging 30 kt of Mineral Resource per block. The lateritic bauxites occur as surficial coverings of limited thickness, typically between 4 m to 8 m, but with significant lateral extent. Historically, resource estimation was by 2D plan-polygonal methods (Polygonal) referred to by Alcoa informally as the ResTag procedure. More recently, resource estimation by Alcoa has evolved to include gridded seam (GSM) and 3D block (3DBM) models using geostatistical techniques. Mineral Resource estimates based on GSM and 3DBM models (and some Polygonal models) consider practical mining constraints.

The delineation of Mineral Resources using 3D methods has focused on well drilled areas that fall within the nine-year mine plan. Approximately 82% of the total tonnage, including Mineral Resources and Mineral Reserves (MRMR), of the Darling Range project is already in 3D block models. GSM models were typically constructed in areas with 15 m spaced drilling, which comprises 10 models. Approximately 34% of the Mineral Resources are based on Polygonal (ResTag) estimates which are mostly located in areas of wider-spaced (30 m and 60 m) drilling and are of lower confidence. All new resource updates employ the 3DBM methods irrespective of drill hole spacing.

Figure 11‑1 illustrates the tonnages and number of models for each model type that are being discussed in this section.

Figure 11‑1: Circle Charts Showing the Tonnage (external circle) and Number of Models (internal Circle) and Bar Charts Showing the Tonnage by Mineral Resource Categories

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img97457026_71.jpg 

 

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img97457026_72.jpg 

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Charts on the top refer to all the tonnage of the Darling Range project, and on the bottom to the exclusive Mineral Resources

Mineral Resource estimation was carried out by Alcoa and resources are defined for 92 sheets in 70 mining regions. There are 13,467 discrete zones of mineralization that comprise the resource, each split vertically into 4 domains for which 11 elements were estimated. SLR carried out audits on representative models selected in conjunction with Alcoa and comprising:

Models to be mined in the short to medium term (less than 5 years)

Models with significant amounts of resource material

Models representing the three estimation methods used by Alcoa.

The models audited were:

ResTag estimation method: Teesdale

GSM estimation method: Larego (F54 and F55)

3DBM estimation method: Myara North M25, M22, M23, and Holyoake H12.

The audit process by SLR comprised examination of the procedures used by Alcoa, independent review, discussion with staff, and normal validation checks (e.g., global statistics, swath plots, visual examination, and change of support analysis). M23 and H12 were the focus of the 2023 work, while R25 and R22 were reviewed in detail in the previous years.

The process used by Alcoa involves an integrated approach to data collection, bauxite delineation, and production planning aimed at the provision of feedstock that meets the requirements of the local alumina refineries.

For all 3 estimation methods drill holes were flagged with geological units using multi-pass geochemical scripts that included thickness constraints. The GSM flagging process incorporated some additional mining constraints. Geological interpretations in both 2D and 3D were constructed with the flagged drill hole composite data, which constrain the spatial estimation of bauxite mineralization. Subsequent to block grade estimation, mining constraints are applied to the 3DBM models to restrict Mineral Resources to areas of potentially economic bauxite mineralization.

AL, SI, FE, ST, PT, OX, EO, CO, and SU are estimated for all models, but only AL and SI are reported for the Mineral Resource. GSM uses inverse distance weighting methods to assign grades to the bauxite profile, and 3DBMs rely on ordinary kriging block grade estimates.

 

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Validation methods differ slightly for the different model types, but all models are reported by Alcoa to validate well against the input drill hole data.

Mineral Resources have been classified in accordance with the definitions for Mineral Resources in S-K 1300, which are consistent with Australasian JORC Code (2012) and Canadian Institute of Mining Metallurgy and Petroleum (CIM) (2014) definitions in NI 43-101 and are determined primarily on drill hole spacing. Models constructed primarily with pre-2010 drill holes are downgraded as this information is considered to be of lower confidence.

Mineral Resource estimates exclusive of Mineral Reserves Darling Range deposit are shown in Table 11‑1, and include a 5% reduction factor in tonnage, based on the results of annual reconciliations (see discussion on density in Section 11.14).

Table 11‑1: Summary of Darling Range Mineral Resources exclusive of Mineral Reserves – 31 December 2023

Category

Tonnage (Mt)

AL (%)

SI (%)

Measured

93.0

30.44

1.52

Indicated

105.4

30.75

1.34

Measured + Indicated

198.4

30.61

1.42

Inferred

106.9

32.32

1.22

Notes:

1. The definitions for Mineral Resources in S-K 1300 were followed, which are consistent with JORC (2012) definitions.

2. Mineral Resources are 100% attributable to AWAC.

3. Mineral Resources are estimated at a geological cut-off grade, which generally approximates to nominal cut-off grades of 27.5% available alumina (AL) with less than 3.5% reactive silica (SI). Locally the cut-off grade may vary, depending on operating costs and ore quality for blending. The target grade for mine planning is 32.7% AL and 1.0% SI.

4. Mineral Resources have been estimated using a LOM price of $21.46/t representing an average arms-length sale of bauxite from Darling Range. The price that constrains the estimate for optimization was discounted to exclude export logistics costs, i.e. the base price was $21.46/t, and the discounted price was $16.00/t.

5. A minimum total mining thickness of 1.5 m was used.

6. In situ dry bulk density is variable and is defined for each block in the Mineral Resource model.

7. A global downwards adjustment of tonnes by 5% is made to account for density differences based on historic mining performance.

8. Mineral Resources are reported exclusive of Mineral Reserves.

9. The reference point for the Mineral Resource is the in situ predicted dry tonnage and grade of material to be delivered to the refinery stockpile following the application of Mineral Resource pit.

10. Metallurgical recovery has not been directly considered in the estimation of Mineral Resources as the Darling Range operations do not include a conventional processing plant, only crushing as described in Section 14.0. The metallurgical recovery of the three refineries (Kwinana, Pinjarra, and Wagerup) are beyond the boundaries of the mining operations being the subject of the TRS.

11. Numbers may not add due to rounding.

11.2 Comparison with Previous Estimate

A comparison of the current Alcoa Mineral Resource estimate, exclusive of Mineral Reserves, to the previous 2022 Mineral Resource estimate is presented in Table 11‑2. Overall, the Measured and Indicated resources increased 101.7 Mt (+105%), from 96.7 to 198.4 Mt, while the Inferred resource decreased 33.4 Mt (-24%), from 140.3 to 106.9 Mt. This results in a net increase of 68.3 Mt for Darling Range.

The differences are primarily due to the following changes:

 

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Depletion of the Mining Avoidance Zone (MAZ) around Dwellingup, to preserve the social, recreational, and environmental values of the area. Alcoa has committed to refrain from mining in this Zone.

Grade optimization to the nominal cut-off in Myara and Larego, which also includes additions and re-blocking in Oneil and re-blocking in Larego.

Exploration activities in Oneil East, which resulted in new Mineral Resource for the region.

Change in the mine scheduling, which moved material from Mineral Reserves back to Mineral Resources.

 

 

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Table 11‑2: Comparison with Previous Mineral Resource Estimates.

Category

Mine

2023 Mineral Resource

2022 Mineral Resource

Difference (%)

Tonnage (Mt)

AL (%)

SI (%)

Tonnage (Mt)

AL (%)

SI (%)

Tonnage

AL

SI

Measured

Huntly

51.5

30.49

1.62

26.2

30.48

1.19

96%

0%

35%

North

0.0

0.00

0.00

0.0

0.00

0.00

0%

0%

0%

Willowdale

41.5

30.37

1.39

18.7

32.15

1.09

123%

-6%

28%

Sub-total

93.0

30.44

1.52

44.9

31.17

1.15

107%

-2%

32%

Indicated

Huntly

66.3

30.97

1.50

44.4

31.59

1.16

49%

-2%

30%

North

0.8

32.26

1.38

0.8

32.26

1.38

0%

0%

0%

Willowdale

38.3

30.35

1.05

6.6

29.95

1.25

482%

1%

-16%

Sub-total

105.4

30.75

1.34

51.8

31.40

1.17

103%

-2%

14%

Measured + Indicated

Huntly

117.7

30.76

1.55

70.6

31.18

1.17

67%

-1%

32%

North

0.8

32.26

1.38

0.8

32.26

1.38

0%

0%

0%

Willowdale

79.8

30.36

1.23

25.2

31.58

1.13

216%

-4%

9%

Sub-total

198.4

30.61

1.42

96.7

31.29

1.16

105%

-2%

22%

Inferred

Huntly

11.2

34.36

1.35

44.5

34.74

1.39

-75%

-1%

-3%

North

15.1

31.62

1.00

15.1

31.62

1.00

0%

0%

0%

Willowdale

80.6

32.17

1.24

80.6

32.17

1.24

0%

0%

0%

Sub-total

106.9

32.32

1.22

140.3

32.93

1.26

-24%

-2%

-4%

 

 

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11.3 Resource Database

11.3.1 Drill Hole Data

Drill hole collar, survey, and assay data are exported from the acQuire database for resource estimation.

Data exports from acQuire currently utilize Python scripts and the Spyder open-source plugin for validation and initial processing, including:

Removing holes where drill hole intervals lack AL, SI, and FE assays

Removing holes from the database if located greater than 7 m horizontally from the planned location

Identifying and removing duplicate or repeat holes based on a set of criteria

Resetting AT to AL where AL exceeds AT

Where SI exceeds ST, resetting SI to ST if ST is greater than 15%, otherwise reset ST to SI

Calculating Assay Total = AT (AL if AT absent) + ST + FE + PT + (SU/17.74) + 2

Deleting assays for samples where the Assay Total is below 70% or greater than 100%.

The output is a set of CSV files for collar, survey, assay, and geology. The assay file contains a series of variables, including grades, cumulative grades, and historical domaining fields that are no longer used for the current geological modelling methodology. Table 11‑3 shows the variables available in the assay output file.

 

 

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Table 11‑3: Variables in the assay table

Variable

Description

Variable

Description

Hole ID

Drill hole identification

Cumulatives Date

Date Cumulatives script was run

Project

Mining region

BO_BEST

Final bohemite AlO(OH) assay - based on DB priority, generally REF first then FTIR

Sample ID

Sample identification

AL_BEST

Final available alumina (AL) assay

From

Beginning of the sample

EO_BEST

Final extractable organic carbon (C) assay

To

End of the sample

FE_BEST

Final Fe2O3 assay

Seam

Profile unit - derived from logging. CAP from logged Cap depth then FRI derived from set of rules that determine the first clay sample beneath it

MS_BEST

Final magnetic susceptibility assay

Storage Status

Information of the sample's storage

OX_BEST

Final oxalate (NaC2O4) assay

Cumulative Density

Downhole cumulative density calculated in DB from top of CAP

CO_BEST

Final carbonate assay

Cumul_AL

Downhole cumulative AL calculated in DB from top of CAP

SU_BEST

Final sulphate (Na2SO4) assay

Cumul_AT

Downhole cumulative AT calculated in DB from top of CAP

PT_BEST

Final total phosphorus (P2O5) assay

Cumul_BO

Downhole cumulative BO calculated in DB from top of CAP

SI_BEST

Final reactive silica (SI) assay

Cumul_CO

Downhole cumulative CO calculated in DB from top of CAP

ST_BEST

Final total silica (SiO2) assay

Cumul_EO

Downhole cumulative EO calculated in DB from top of CAP

AT_BEST

Final total alumina (Al2O3) assay

Cumul_FE

Downhole cumulative FE calculated in DB from top of CAP

Density

Density - calculated and stored as an assay - FE based algorithm for CAP otherwise 2. Note that these values are not used by DeepLime but are consistent with the values used other than for OVB and CLY

 

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Cumul_MS

Downhole cumulative MS calculated in DB from top of CAP

DOM1

Levels of domain coding - Historical fields no longer used, geochemical domain definition is now run in DeepLime

Cumul_OX

Downhole cumulative OX calculated in DB from top of CAP

DOM2

Cumul_PT

Downhole cumulative PT calculated in DB from top of CAP

DOM3

Cumul_SI

Downhole cumulative SI calculated in DB from top of CAP

DOM4

Cumul_ST

Downhole cumulative ST calculated in DB from top of CAP

DOM5

Cumul_SU

Downhole cumulative SU calculated in DB from top of CAP

DOM6

Cumulatives By

Whoever ran the script to calculate Cumulatives

 

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The validation checks have been implemented progressively over time as drill hole data for some project areas includes some samples where AL exceeds AT and SI exceeds ST.

Other than collar elevation adjustments, no further data transformations are applied prior to resource estimation.

A summary of the drillhole database is outlined in Figure 7‑1.

Due to the large lateral extension of the project, SLR randomly selected two areas to be illustrated and detailed in the report, these being MYN-M23 (M23) and HLY-H12 (H12). Figure 11‑2 illustrates the drilling in the M23 and H12 areas; Figure 11‑3 and Figure 11‑4 location of the M23 and H12 areas, respectively.

 

 

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Figure 11‑2: M23 and H12 area delimitation and drilling. The different colours represent the assay method used for each drilling phase

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Figure 11‑3: Location of the M23 Region (MYN-M23)img97457026_80.jpg

 

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Figure 11‑4: Location of the H12 Region (HLY-H12)img97457026_81.jpg

 

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11.3.2 Topographic Data

Digital elevations models (DEMs) were generated from (in order of priority) drill collar survey data, LiDAR survey data, and Landgate satellite data. A 7.5 m by 7.5 m mesh is used for the DEMs. Drill hole collar elevations were registered to the DEM for resource estimation.

11.4 Geological Interpretation

11.4.1 Polygonal Models

For Polygonal resource estimates, grade-based ‘geological’ codes are assigned to drill hole intervals. These codes are used to define the top and bottom of the ‘bauxite’ horizon in each hole, which is then used to estimate the bauxite volumes and average grades within polygons.

The top of the bauxite usually coincides with the base of the overburden, as defined in the drillers’ logs. The base of the Bauxite Zone (termed the geological floor) is defined within the acQuire database using a multi-pass script that applies the following hierarchical set of rules to the sample grades:

Pass 1:

Uphole search for two consecutive samples with individual AL values ≥27.0%;

Record depth of the lower of the two samples;

Check that the cumulative AL at that depth is ≥27.5%;

Check that the individual SI at that depth is ≤3.5%;

Check that the cumulative SI at that depth is ≤3.0%;

Check that the cumulative OX at that depth is ≤4 kg/t;

Check that the sampled depth is ≥2.0 m, but less than hole depth (if equal, see pass 3);

If all criteria are met, set flag to “pass”, set geological floor depth to lower sample depth; and

Proceed to pass 2.

Pass 2:

Uphole search for two consecutive samples with individual AL values ≥25.5%;

Record depth of the lower of the two samples;

Check that the cumulative AL at that depth is ≥27.5%;

Check that the individual SI at that depth is ≤3.5%;

Check that the cumulative SI at that depth is ≤3.0%;

Check that the cumulative OX at that depth is ≤4 kg/t;

Check that the sampled depth is ≥2.0 m, but less than hole depth (if equal, see Pass 3);

If all criteria are met, set flag to “pass”, set geological floor depth to lower sample depth; and

If any criteria fail, geological floor defined in Pass 1 is retained.

 

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Pass 3:

Uphole search for two consecutive samples with individual AL values ≥27.0%;

Record depth of the lower of the two samples;

Check that the cumulative AL at that depth is ≥27.5%;

Check that the individual SI at that depth is ≤3.5%;

Check that the cumulative SI at that depth is ≤3.0%;

Check that the cumulative OX at that depth is ≤4 kg/t;

Check that sampled depth = hole depth; and

If all criteria are met, set flag to “pass – open”, set geological floor depth to lower sample depth.

Pass 4:

Uphole search for two consecutive samples with individual AL values ≥24.5%;

Record depth of the lower of the two samples;

Check that the cumulative AL at that depth is ≥25.0%;

Check that the individual SI at that depth is ≤3.5%;

Check that the cumulative SI at that depth is ≤3.0%;

Check that the cumulative OX at that depth is ≤4 kg/t;

Check that the sampled depth is ≥2.0 m, but less than hole depth (if equal, see pass 3); and

If all criteria are met, set flag to “marginal”, set geological floor depth to lower sample depth.

The application of these rules assigns a geological floor depth to each hole, along with a Pass, Pass-Open, Marginal, or Fail flag. Holes flagged as Marginal or Fail are inspected by Alcoa staff members, with manual adjustments applied if warranted. For areas infilled to 15 m spaced holes, the geological floor model is replaced by a mining floor model, which is discussed in the following section.

Results of geological floor flagging are used to subjectively define the lateral extents of the Mineral Resource. Outlines are manually interpreted by Alcoa geologists in ArcGIS or MineSight, and are guided by consistency in thickness, depth, and grade, minimum limits on the number of enclosed samples and the enclosed area, and local geomorphology. The polygons delineate separate areas that typically range in size from 10 ha to 100 ha, with most being around 30 ha. An example plan view is shown below in Figure 11‑5.

 

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Figure 11‑5: Plan View of Polygonal Approach (Pass = red, pass open = green, marginal = yellow, fail = blue) (Alcoa, 2022)

img97457026_83.jpg 

11.4.2 Gridded Seam Models

GSM models are located in areas of 15 m spaced infill drilling and include practical mining constraints as part of the ‘geological’ interpretation used for resource models.

The base of overburden and the base of caprock is identified in each drill hole as 3D points and wireframed as surfaces. The geological bauxite zone floor, which is defined for the wider drill spacings used for Polygonal estimates, is replaced by a mining floor for GSMs. The mining floor is interpreted directly from the drill hole data presented on the 15 m spaced east-west cross sections, digitized in MineSight as strings, then linked to form wireframe surfaces.

The interpretation of the mining floor is a manual process performed by the site geologist, with the objective of achieving acceptable grades and practical mining outlines. The mining floors are defined using a set of guidelines instead of prescribed rules, including:

Nominal cut-off grades of ≥27.5% AL and ≤3.5% SI are used for mining floor definition;

If the SI grade in the sample immediately below the floor exceeds 5.0%, the floor is raised 0.5 m;

A minimum face height (distance from mining floor to the base of overburden) is targeted;

Face heights exceeding 4 m will require multiple cuts or bench mining;

The overburden to face height ratio should not exceed 1;

 

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A maximum floor gradient of 1 in 7 is required between 15 m spaced holes (the gradient can be increased to 1 in 5 for second and third cuts);

Benching should be invoked where the gradient constraints cannot be maintained; and

The floor interpretations should be extended laterally into at least one of the surrounding waste holes.

The base of overburden and mining floor surfaces are used to flag the drill hole samples. For each drill hole, the samples located below the base of the overburden and above the mining floor are composited into a single interval, with composite grades length- and density-weighted. Additional drill hole composites are generated for second and third pass mining floors.

The composite data are examined in plan view, and polygons are digitized around the interpreted lateral extents of the mining zones using the following guidelines:

Nominal cut-off grades of ≥27.5% AL and ≤3.5% SI for lateral boundary definition;

The boundary is positioned at least 15 m away from holes with SI grades exceeding 5%;

Buffer zones are placed around environmental constraints, and around bedrock outcrop;

Internal waste zones should contain at least three drill holes;

Individual polygons should have an area of at least 1 ha; and

A width of at least 45 m should be retained for mining equipment movement.

The resulting polygons are divided into typically smaller ‘mining’ blocks that each contain approximately 20 kt to 40 kt of Mineral Resource.

11.4.3 3D Block Models

Similar to the Polygon and GSM interpretation approaches, a set of rules written in Python scripts are used to assign initial domain codes to individual samples. These domain codes are then modified in several subsequent passes that take into account the grades and coding of other intervals in the hole.

The initial script is used to assign a domain code to each interval based on various combinations of major analyte threshold grades. A total of six main material type domains (DOMAF) are defined:

DOMAF = 99: overburden;

DOMAF = 10: caprock waste;

DOMAF = 20: caprock bauxite;

DOMAF = 30: bauxite;

DOMAF = 40: low-grade bauxite; and

DOMAF = 50 clay.

Figure 11‑6 illustrates an example of those domains in the M23 and H12 areas. Each of these material types (apart from overburden) is divided into up to five grade-based sub-domains. Three subsequent coding passes are conducted that iteratively adjust the codes to combine the sub-domain into the six main domains while ensuring that strict stratigraphic ordering is maintained. A further two passes are coded to assign domain codes that denote whether the material is derived from granite or dolerite.

 

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Figure 11‑6: Section Showing Domain (DOMAF) and the Main Wireframed Surfaces for the M23 (top) and H12 (bottom) areas– vertical scale 5x

img97457026_84.jpg 

Source: SLR, 2023

The base of each Domain is generated on a 7.5 m by 7.5 m grid using an automated modelling process in DeepLime software package. To ensure a better fit of the wireframes, the elevation of some collars was adjusted to match the topography surface. Where drill holes do not penetrate the full bauxite profile or the domain contact is not properly defined due to missing assays, a conditional simulation algorithm is used to estimate the domain thickness from adjacent drill holes. The simulation algorithm employs a general variogram and selects the average of 10 simulations for the missing data point. The grid mesh is then wireframed in MineSight to provide 3D surfaces. The base of domain 50 (clay) is set at 10 m below the top of that domain.

Potential dolerite dyke intervals are flagged for samples where FE exceeds 25% and ST is below 10%, and the entire hole is flagged as potential dyke if 3 or more samples are flagged in this manner. The interpretation of dykes is carried out manually using local orientation trends and may be based on one or more holes. They are assumed to be vertical, are extended laterally half-way between drill holes, and can represent up to 15% of material in some areas but unweathered material can generally be screened out in the pit or prior to crushing as oversize boulders. The dykes tend to be well defined only when drill hole spacings are reduced to 15 m by 15 m, as shown in Figure 11‑7.

 

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Figure 11‑7: Plan View of Bauxite Zone and Drill Holes Flagged as Laterite and Dykes

img97457026_85.jpg 

Source: SLR, 2023.

The dolerite dykes are delineated and flagged in the block models. A lateral boundary is interpreted to constrain the resource model, and the 3D surfaces are extended where required. The lateral boundary, domain surfaces, and dolerite dyke interpretations are converted to wireframe solids. All the constraints where mining is not allowed (federal reserves, indigenous heritage sites, and rivers and protection buffers associated) are delimitated and removed after the geological modelling step. This way all the mineable reminiscent area is included in the final orebody perimeters.

11.5 Resource Assay

The statistical data analysis procedures are carried out in DeepLime and Supervisor. Usually, the statistical analysis is performed using the univariate approach, however, FTIR and ICP scatter plots are also analyzed.

Global statistics by lithology and histograms are created for the statistical population assessment, validation after compositing and for checks against the resulting resource models. For the purposes of this report, a more detailed focus will be given for the caprock bauxite, bauxite and low-grade bauxite layers, as well as the main variables; AL, AT, FE, SI and ST.

Histograms show that AL analytes have distributions that are close to normal, while SI and FE are moderately to strongly positively skewed, as shown in Figure 11‑8.

 

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Figure 11‑8: Histograms for AL, SI, FE and Length in the bauxite domain (M23 and H12 areas)

img97457026_86.jpg 

img97457026_87.jpg 

img97457026_88.jpg 

img97457026_89.jpg 

The descriptive statistics from the histograms of Figure 11‑8 for the bauxite layer, as well as for the caprock bauxite and low-grade bauxite are shown in Table 11‑4.

Table 11‑4: Descriptive Statistics for the Main Variables

Lithology

Variable

Count

Length

Mean

SD

Variance

Minimum

Q25

Q50

Q75

Maximum

M23 Area

Caprock Bauxite

AL (%)

5,226

2,613.0

26.83

3.96

15.72

7.75

24.57

26.47

29.25

54.73

AT (%)

5,226

2,613.0

35.35

4.32

18.65

15.30

32.55

35.34

38.05

61.36

FE (%)

5,226

2,613.0

33.13

7.85

61.69

0.25

30.46

33.73

37.68

59.65

SI (%)

5,226

2,613.0

1.66

1.76

3.09

0.10

0.56

1.02

2.06

19.45

ST (%)

5,226

2,613.0

9.32

8.13

66.04

0.25

3.96

7.07

11.61

64.66

Length (m)

5,226

2,613.0

0.50

0.00

0.00

0.50

0.50

0.50

0.50

0.50

Bauxite

AL (%)

44,460

22,230.0

34.87

6.13

37.53

0.10

30.39

34.56

39.00

55.00

AT (%)

44,460

22,230.0

39.78

5.95

35.38

11.65

35.75

40.03

43.89

64.90

FE (%)

44,460

22,230.0

12.50

7.89

62.24

0.25

6.39

10.49

17.12

57.66

SI (%)

44,460

22,230.0

1.30

0.96

0.93

0.10

0.64

1.03

1.70

20.10

ST (%)

44,460

22,230.0

24.57

12.67

160.41

0.25

14.86

22.43

33.82

80.17

Length (m)

44,460

22,230.0

0.50

0.00

0.00

0.50

0.50

0.50

0.50

0.50

Low-grade Bauxite

AL (%)

21,007

10,503.5

24.59

4.89

23.89

0.10

21.71

24.29

26.69

53.94

AT (%)

21,007

10,503.5

31.63

5.89

34.64

6.09

27.54

30.90

35.37

62.25

FE (%)

21,007

10,503.5

12.44

10.73

115.05

0.25

4.60

7.94

17.87

75.58

SI (%)

21,007

10,503.5

4.11

2.98

8.88

0.10

2.06

3.57

5.26

35.71

 

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ST (%)

21,007

10,503.5

37.35

16.81

282.48

0.25

24.50

42.05

50.74

82.62

Length (m)

21,007

10,503.5

0.50

0.00

0.00

0.50

0.50

0.50

0.50

0.50

H12 Area

Caprock Bauxite

AL (%)

2,734

1,367.0

26.92

4.22

17.82

10.63

24.46

26.54

29.43

41.38

AT (%)

2,306

1,153.0

34.79

4.12

16.95

19.41

32.20

34.85

37.34

50.27

FE (%)

2,734

1,367.0

33.78

7.82

61.10

1.52

30.73

34.18

38.20

64.01

SI (%)

2,734

1,367.0

1.61

1.77

3.14

0.10

0.54

0.94

1.92

16.28

ST (%)

2,734

1,367.0

9.07

8.40

70.56

0.25

3.77

6.29

10.99

57.78

Length (m)

2,981

1,490.5

0.50

0.00

0.00

0.50

0.50

0.50

0.50

0.50

Bauxite

AL (%)

12,287

6,143.2

33.76

5.78

33.43

2.03

29.61

33.19

37.51

55.00

AT (%)

10,651

5,325.2

38.22

5.54

30.73

15.54

34.53

38.23

42.00

67.96

FE (%)

12,287

6,143.2

13.19

8.62

74.23

0.25

6.41

10.69

18.58

55.79

SI (%)

12,287

6,143.2

1.30

0.99

0.97

0.10

0.61

1.02

1.70

14.71

ST (%)

12,287

6,143.2

25.85

13.04

170.08

0.25

16.08

25.25

35.72

70.09

Length (m)

14,275

7,137.2

0.50

0.00

0.00

0.20

0.50

0.50

0.50

0.50

Low-grade Bauxite

AL (%)

8,489

4,244.5

24.40

4.95

24.54

0.10

21.50

24.23

26.79

48.61

AT (%)

7,562

3,781.0

31.77

5.68

32.29

3.28

27.82

31.27

35.44

57.73

FE (%)

8,489

4,244.5

14.11

11.25

126.51

0.25

5.16

9.72

22.13

64.77

SI (%)

8,489

4,244.5

4.28

3.42

11.69

0.10

1.92

3.50

5.49

28.69

ST (%)

8,489

4,244.5

34.83

17.14

293.95

0.25

19.83

38.84

48.83

79.03

Length (m)

9,600

4,800.0

0.50

0.00

0.00

0.50

0.50

0.50

0.50

0.50

Clear grade trends at depth exist for most analytes and are consistent with the mineralization style. They have been adequately accounted for by the geological interpretation and the use of unfolding methods during block grade estimation.

Figure 11‑9 illustrates the compositions of the different layers according to AL, SI and FE proportions.

Figure 11‑9: Ternary Charts of Lithologies for M23 and H12 Areas

img97457026_90.jpg 

img97457026_91.jpg 

Missing values, that are mostly result of the validation routines, are kept as null in the database, as well as results below the detection limit are changed to values that are half of the detection limit.

 

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11.6 Treatment of High-Grade Assays

High-grade caps for all analytes were applied to individual composites by Alcoa on a domain-by-domain basis following inspection of the data distribution, and no high-grade spatial restrictions were used by Alcoa in the resource estimation process. SLR QP notes that the top-cuts of areas M23 and H12, are in the upper break of the probability plots. Table 11‑5 shows the top-cuts used for the M23 and H12 areas.

Table 11‑5: Top-Cuts Used for the M23 and H12 Areas

Area

Lithology

AL

AT

FE

SI

ST

BO

EO

OX

PT

CO

SU

M23

Caprock Bauxite

48.44

70

80

12.86

56.98

8.89

9.89

15

0.248

11.9

15

Bauxite

55

70

80

13.39

69.35

9.02

8.84

9.29

0.351

10.17

7.94

Low-Grade Bauxite

55

70

63.21

24.82

95

6.18

9.97

8.32

1

9.6

15

H12

Caprock Bauxite

55

70

80

49.063

95.26

15

15

15

1

34

15

Bauxite

55

70

80

49.063

95.26

15

15

15

1

34

15

Low-Grade Bauxite

55

70

80

49.063

95.26

15

15

15

1

34

15

11.7 Compositing

Drill holes were sampled at 0.5 m intervals in the bauxite zone below the base of the overburden, with residual intervals sometimes present at domain contacts. The Polygon and GSM estimation approaches used the original drill hole data intervals. Prior to the interpretation of geological surfaces, holes used in the 3DBM resource estimates were composited to 0.5 m, and with residual intervals of maximum 50% the composite length, the total length ranges between 0.25 m and 0.75 m.

Following the interpretation of geological surfaces, drill holes used for Polygonal and GSM resource models were composited to:

Polygonal – a single interval for samples located below the base of the overburden and above the geological floor.

GSM – a single interval for samples located below the base of the overburden and above the mining floor. Additional composites were generated in areas where second and third pass mining floors were identified.

All grade compositing for drill holes employs length-weighted linear averages.

11.8 Trend–Analysis - Variography

Only some variogram analysis was carried out for Polygonal and GSM models as variogram parameters were not required to generate the resource models.

For the 3DBMs, variogram analysis is routine. Experimental variograms are calculated in unfolded space, with bauxite domains 20, 30 and 40 unfolded to the 10/20 domain contact and the clay domain (50) unfolded to the 40/50 domain contact.

Variograms are calculated for AL, SI, ST, and FE for the bauxite zone, standardized to a sill of one, and modelled with 3-structure spherical models, as described in Table 11‑6 and Table 11‑7. A single variogram model that provides the best fit to these four variables was selected.

 

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Table 11‑6: Variogram parameters for the M23 area (MineSight ZXY rotation)

Parameter

M23

Domain

Domain 20,30,40

Domain Name

Caprock Bauxite, Bauxite, and Low-Grade Bauxite

Element

AL

SI

FE

ST

Combined Variogram

Nugget C0

0.07

0.04

0.03

0.01

0.04

First Structure C1

0.64

0.51

0.5

0.64

0.6

Structure Type

Spherical

Spherical

Spherical

Spherical

Spherical

Range 1

35

60

45

45

45

Range 2

20

50

40

40

40

Range 3

3

3

6

6

5

Second Structure C2

0.14

0.15

0.23

0.21

0.16

Structure Type

Spherical

Spherical

Spherical

Spherical

Spherical

Range 1

55

100

120

105

85

Range 2

40

80

115

100

75

Range 3

4

6

7

7

6

Third Structure C3

0.15

0.3

0.24

0.14

0.2

Structure Type

Spherical

Spherical

Spherical

Spherical

Spherical

Range 1

120

250

285

315

200

Range 2

95

185

155

190

150

Range 3

5

7

10

8

7

Rotation Strike (o)(1)

140

140

140

140

140

Rotation Plunge (o)(2)

0

0

0

0

0

Rotation Dip (o)(3)

0

0

0

0

0

Table 11‑7: Variogram parameters for the H12 area (MineSight ZXY rotation)

Parameter

H12

Domain

Domain 20,30,40

Domain Name

Caprock Bauxite, Bauxite, and Low-Grade Bauxite

Element

AL

SI

FE

ST

Combined Variogram

Nugget C0

0.1

0.09

0.1

0.04

0.1

First Structure C1

0.52

0.54

0.59

0.61

0.56

Structure Type

Spherical

Spherical

Spherical

Spherical

Spherical

Range 1

90

95

80

100

90

Range 2

70

80

80

90

80

Range 3

4

4

4

4

4

Second Structure C2

0.34

0.12

0.05

0.15

0.15

Structure Type

Spherical

Spherical

Spherical

Spherical

Spherical

Range 1

200

230

200

250

220

 

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Range 2

150

150

150

220

170

Range 3

5

5

6

6

6

Third Structure C3

0.04

0.25

0.26

0.2

0.19

Structure Type

Spherical

Spherical

Spherical

Spherical

Spherical

Range 1

500

500

600

800

550

Range 2

400

500

400

700

500

Range 3

6

6

7

7

7

Rotation Strike (o)(1)

120

130

130

120

125

Rotation Plunge (o)(2)

0

0

0

0

0

Rotation Dip (o)(3)

0

0

0

0

0

Variogram models display nugget values of less than 10% and total ranges of several hundred meters, but 80% of the sill is generally reached within 100 m laterally. As expected, horizontal to vertical anisotropy ratios are high (typically exceeding 50:1), but there is minor lateral anisotropy. This good definition of continuity compared to the 15 m drill spacing is considered by SLR to be a benefit of the unfolding approach.

Independent variogram models for each bauxite domain and analyte are not used for grade estimation to enable correlations between analytes to be maintained during the change in support from drill hole samples to blocks, which is important for mine planning considerations.

11.9 Bulk Density

For Mineral Resource estimation purposes, density can be regarded as another analyte, and tests can be evaluated for repeatability (precision) and accuracy (bias). The determination of the metal content of a specified volume of ore is as sensitive for density as it is for grade. For bulk commodities, like bauxite, there is usually much more emphasis on grade since product tonnages are measured by a weightometer.

Alcoa does not routinely collect density data but relies on production records to define averages. This is due to the broad geological consistency of the ore zones and the local chemical and physical nature of the lateritized ore. Porosity and permeability in particular show high lateral and vertical variability, rendering repeatability of density test work meaningless. Even if large numbers of data points were available (for example by developing a density algorithm from the FTIR assaying of every drill sample, and then modelling it), the resulting model would still need to be factored by the actual mining results for local porosity.

For 3DBM resource estimation, each drill hole bauxite composite is assigned a dry in situ bulk density (DIBD) value based on the logged material type and the FTIR iron grade using the regression equation defined below in Section 11.9.5.

The available density test work data is summarized as follows.

11.9.1 1980 to 1992

Senini (1993) collated and reviewed all previous bauxite density data, including that by Sadleir done in 1986, and modified Sadleir’s algorithm used for computation of density from individual 0.5 m sample assays of Fe2O3. Results are summarized in Table 11‑8.

Table 11‑8: Summary of Density Test Data (t/m³) from 1980 to 1992 (Senini, 1993)

Year

Source

Material

Count

Mean

Min

Max

 

Regression On FeO

 

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Fe Mean

 

Slope

Intercept

1980

DOSCO

Hardcap

18

2.200

1.98

2.52

19.35

0.0089

2.032

1986

Sadleir
(in Senini)

Hardcap

14

2.364

2.08

2.75

20.88

0.0092

2.172

1992

Senini

Hardcap

67

2.409

1.81

3.10

21.00

0.0103

2.192

1986

Sadleir
(in Senini)

Friable

11

1.846

1.64

2.12

8.80

0.0015

1.830

1992

Senini

Friable

27

2.225

1.88

2.79

14.30

0.0045

2.–89

1980 - 1992

reported above

Granitic

67

2.327

1.81

3.10

16.7–

 

 

1980 - 1992

reported above

Doleritic

32

2.444

2.07

2.96

28.96

 

 

While the approach used has merit, there are some obvious challenges:

There are very few data points, unevenly distributed by material type and mining area

Methodologies for collecting and testing the samples varied (sand replacement method for Hardcap, driven cylinder for Friable, water displacement are all noted)

There is some lack of clarity on moisture, but it is assumed that the values are all in situ dry bulk density reported as t/m³.

The differences between hardcap (caprock) and friable (other material) and between granitic or doleritic derivation are however clear.

Senini (1993) concluded that the dry in situ bulk density (DIBD) should be estimated using a regression equation which is still used.

11.9.2 2013 to 2018 Drill Samples

Various further test programs have been attempted including collection of all material from drill samples (assuming the drill hole volume is constant) and then taking wet and dry weights and assaying for iron. There were 51 samples from 8 holes at Huntly and 93 samples from 24 holes at Willowdale. Scatter plots produced by SRK 2021a showed significant scatter of all available data for both Hardcap and Friable (other) material.

11.9.3 2016 to 2017 Pit Samples

Alcoa collected 2 kg to 5 kg grab samples from 16 Huntly pits (76 samples) and 10 Willowdale pits (41 samples). Water immersion density testing was done by Bureau Veritas. The average of 2.01 t/m³ is significantly lower than that from the 2015 study of 2.23 t/m³. The drill samples did not account for porosity and voids and were not adequately sealed.

FTIR assays for FeO were compared to sealed and unsealed density estimates and it was found that Senini’s regression equation better predicted the unsealed densities. Thus, it appears that the current regression equation based on FeO assays overestimates the in situ dry tonnage.

11.9.4 2018 Downhole Density Estimates

In December 2018 Alcoa contracted downhole geophysical measurements in 54 aircore holes drilled in the Larego area. The data from this study is still being evaluated and is not used for Mineral Resource estimation.

 

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11.9.5 Density Estimation

Ore grades range from 28 to 38% AL for paired belt sample data (see Section 8.4.3.7) whereas test work densities range from 1.5 t/m³ to 3.2 t/m³, but the data is sparse and unreliable.

For resource estimation, each 0.5 m drill hole sample is assigned a dry in situ bulk density (DIBD) value based on the logged material type and the FTIR iron grade, using Senini’s 1993 regression equation:

Hardcap (caprock) = 2.19 + 0.0103*Fe

Friable (other) = 2.00 (used for all non-Hardcap material)

If the sample is logged as comprising a mix of Hardcap and Friable, the assigned value for that 0.5 m interval represents a volume-weighted average. There is no differentiation between granitic and dolerite derived bauxite, due to the relatively small proportion of the latter (less than 15%).

In resource estimates prior to 2017 a moisture content of 9% was assumed and used to estimate wet tonnes. Since the implementation of 3D block modelling in 2018, densities are assigned after grade estimation, based on the regression equation and Fe grade of Hardcap, and using 2.0 t/m³ for all other material, weighted by the proportion of Hardcap or other material.

11.9.6 Reconciliation of Density

Alcoa uses comparisons between the As Mined tonnages and the sampling tower weightometers to apply adjustment factors to mine design estimates, scheduling and stockpile planning. Such adjustments are not applied directly to the Mineral Resource estimate as they vary locally.

Reconciliation of Huntly and Willowdale mined production (see discussion on density in Section 11.14) indicates that the density estimates are biased, with the long-term average As Mined tonnages being approximately 5% higher than the actual production measured on calibrated weightometers.

11.9.7 Density Conclusions

The density data is limited in coverage and there is significant uncertainty regarding the methodology used for some sampling programs. A simple regression algorithm is used to estimate the DIBD for Hardcap from the FTIR assays of FeO. This does not account for voids or porosity, nor does it differentiate between Hardcap derived from granitic or doleritic material. All other material is assigned a density of 2.0 t/m³. A constant moisture content of 9% is assumed for wet tonnages.

The SLR QP is of the opinion that the dry bulk density data is less well controlled than other analytes, however, the long history of mining production and stockpile reconciliation means that the assumed values are adequate for resource estimation.

11.10 Resource Models

11.10.1 Polygonal

For each drill hole contained within a polygon, the samples located below the base of the overburden and above the geological floor are composited into a single interval. The following numbers are assigned to each polygon:

 

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Thickness = average length of contained composites;

Grade = length-weighted average grade of contained composites (density weighting is not applied);

Density = average density of contained composites;

Volume = Polygon area by Thickness; and

Tonnage = Volume by Density.

11.10.2 Gridded Seam Modelling

GSM employs 15 m by 15 m cells centered on the nominal drill hole locations. Separate seams are created for the overburden, and for the interpreted Bauxite Zone (BXZ) between the overburden and the mining floor. BXZ is subdivided into separate seams where second and third mining cuts have been interpreted. Interpreted wireframe surfaces are used to assign a seam thickness to each cell, effectively the seam thickness of drill hole at the cell centroid.

Cell grade estimation used inverse distance weighting (IDW) techniques as follows:

Hard boundaries, with each seam cell only estimated using nearby composite drill hole data within the corresponding seam;

IDW weighting factor of 1.2 for SI and 2 for all other variables;

1 by 1 by 1 cell discretization;

Isotropic search distance of 180 m, and;

Minimum of 2 and maximum of 8 composites with a maximum of 2 composites per quadrant

Where drill holes are located at the centroid of cells the resulting cell grade estimates are essentially nearest neighbor estimates. In other words, the GSM outcomes are equivalent to 2D polygon estimates, with the usual constraint of that method, specifically that the block variances are not smaller than the composite variances.

The GSM is constrained to the interpreted lateral extents of the mining zones. For each mining zone the following attributes are determined:

Seam Thickness = average seam thickness of the contained GSM cells;

Grade = weighted average grade of contained cells (density weighting is not applied);

Density = average density of contained cells;

Volume = mining zone area by Seam Thickness, and;

Tonnage = Volume by Density.

11.10.3 3D Block Modelling

In 2019, Alcoa commenced preparing Mineral Resource estimates using 3DBM techniques, with the aim to progressively replace all Polygonal and GSM models. To date, Alcoa has prepared a total of 89 3DBM representing around 76% of the Mineral Resource and Mineral Reserves (MRMR) tonnage.

This section describes the current 3DBM procedures, which have evolved over time, with some parts now automated or semi-automated. Changes in the 3DBM procedures have generally been minor and are not considered material to the resulting resource models.

 

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Block models are initially generated using the ML1SA lease area grid, and with an origin that ensures that the majority of the drill holes are located closer to the block corners rather than the centroids. The parent block size is 15 m by 15 m by 0.5 m and a sub-block size of 3 m by 3 m by 0.25 m (XYZ), respectively.

The block grade estimation includes the interpolation by ordinary kriging (OK) of AL, SI, ST, FE, EO, PT, CO, SU, OX, BO, and AT, using the same unfolding surfaces as used in the variogram analysis. Hard boundaries between the bauxite domains (DOMAF 20, 30 and 40) started to be implemented in 2022, where the previous block models were estimated using soft boundaries between these domains. A 3-pass search strategy is used for the bauxite domains and only one pass for the clay zone (DOMAF 50). A list of the search parameters is presented in Table 11‑9. It is important to note that the major and semi-major orientations are in the unfolded horizontal plane, and that a maximum of 3 samples are used from any one drill hole. Thus, a minimum of four holes is required for pass one, two holes for pass two, and one hole for pass 3.

Table 11‑9: Ordinary Kriging Search Parameters (MineSight ZXY rotation).

Domain

Pass

Bearing (Z)

 

Search Distance (m)

Number of Samples

Major

Semi-major

Minor

Min

Max

Max Per Hole

20, 30, 40

3

140°

300

300

50

3

27

3

2

100

100

20

4

27

3

1

55

55

20

12

27

3

50

1

130°

300

300

50

4

27

3

The DIBD (density) is not estimated into individual parent and sub blocks but is a post-estimation calculation based on the block domain compositions (see 11.8.5).

The OK estimation approach is designed to maintain correlations between analytes and assist in ensuring that estimation totals are consistent with the input drill hole data.

A set of wireframe solids representing the mining outlines are generated using a similar grade accumulation and threshold approach to those used for the GSM model, as shown in the example of Figure 11‑10. The sub-block model is then regularized to the parent block size (15 m by 15 m by 0.5 m), with blocks located within the mining solids flagged for reporting Mineral Resources. Block tonnages are factored to reflect the proportion of the block contained below the topographic surface and within the mining solid.

Figure 11‑10: Example Section showing Bauxite Zone and Mining Solid

img97457026_92.jpg 

Notes:

1. Vertical to horizontal exaggeration is 3:1.

2. Drill holes colored by DOMAF variable.

3. Source: SLR, 2021.

The QP summarized the information of 10 block models, shown in Table 11‑10, where there is available data for a comparison between a soft and hard boundary estimation of the bauxite layer. In overall, the AL grades increased by 7% and SI grades decreased by 23%, and the tonnage is higher in most of the cases, reflecting the additional drilling.

 

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Table 11‑10: Tonnage and Grade Information Between the Original Resource Model and the 3D Block Model.

Model

Original Resource Model

3DBM - Resource Model

Difference

Tonnage (000 t)

AL (%)

SI (%)

Tonnage (000 t)

AL (%)

SI (%)

Tonnage (000 t)

AL (%)

SI (%)

Holyoake Central

25,211

31.97

1.94

25,919

34.12

1.23

3%

7%

-36%

Windsor

8,935

32.82

2.67

8,798

33.69

2.38

-2%

3%

-11%

Cooke

15,421

30.85

2.22

18,976

31.99

1.95

23%

4%

-12%

Serpentine

16,444

32.00

1.96

20,299

32.75

1.72

23%

2%

-12%

Gleneagle

26,333

31.58

1.67

35,144

34.69

1.14

33%

10%

-32%

Buckley

17,998

33.74

1.68

27,435

35.39

1.27

52%

5%

-24%

Cobiac

23,498

31.15

1.70

30,865

34.81

1.18

31%

12%

-31%

Frollett

12,556

30.07

1.68

18,587

33.59

1.31

48%

12%

-22%

Yarri

10,044

30.90

2.04

30,362

32.51

1.62

202%

5%

-20%

Millars

26,156

30.64

2.21

24,987

32.32

1.88

-4%

5%

-15%

Total

182,596

31.55

1.93

241,372

33.71

1.48

32%

7%

-23%

11.11 Block Model Validation

11.11.1 Polygonal and Gridded Seam Modelling

Alcoa uses a similar general approach to validate both the Polygonal and GSM resource models which includes:

1. Visual validation of cell estimated grades versus seam composited data;

2. Comparison between composite and block model global statistics;

3. Swath plots comparing cell grades against seam composite grades; and

4. Comparison between models when upgraded with new information.

Estimated cell grades were compared visually to the drill hole composite grades to ensure that the cell grade estimates appeared consistent with the drill hole seam composite data.

As GSMs were effectively nearest neighbor estimates, checks by SRK (2021a) on several GSM models indicated excellent global and local correlation between the estimated cell grades and the input seam composite grades.

The QP undertook some independent checks on datasets and GSMs for the F54 and F55 blocks to confirm that the modelling procedures had performed as intended. Results were consistent with those observed by previous consultants and no material issues were noted.

Polygonal resource models were updated by Alcoa when drill hole data is infilled from 60 m and 30 m spacings, and then GSM models were previously produced by Alcoa after 15 m infill drilling (3DBM models are now produced routinely at this stage). Changes in tonnages and average grades (AL, SI, OX) are presented as scatterplots in Figure 11‑11 for map sheets at Huntly where such infill drilling has occurred. It is noted that:

Material differences in tonnages are evident for individual map sheets, represented by the scatter around the 45° line in the top left-hand plot in Figure 11‑11.

Globally, there is only a 3% change in resource tonnage when infilling from 60 m to 30 m, but a 22% drop in tonnage when the deposit is further infilled to 15 m drill centers.

 

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The latter is mainly due to a change in the geological interpretation from a geological to a mining floor.

Decreasing the drill spacings from 60 m to 15 m results in an average reduction in SI of 10%, an increase in OX of 5%, but little change to AL. These grade changes are likely due to the preferential loss of deeper DOMAF 40 material that is high in SI and low in OX when mining constraints are considered.

Similar grade-tonnage relationships related to infill drilling were noted at Willowdale by SLR.

Applying a global correction factor to Polygonal resource model tonnages generated from 30 m and 60 m spaced drill hole datasets is not considered appropriate as local differences are highly variable and not considered to be predictable, as shown by the red dots in the top left-hand plot in Figure 11‑11.

Figure 11‑11: Resource Comparison Scatterplots for Huntly (Tonnage, AL, SI, OX) (SLR, 2021)

img97457026_93.jpg 

img97457026_94.jpg 

img97457026_95.jpg 

img97457026_96.jpg 

Source: SLR, 2021.

 

 

 

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11.11.2 3D Block Modelling

Alcoa staff performs the block model validation for the individual areas through the volume checks between the geological interpretation solids and sub-block model, visual validation of block model coding and estimated grades versus composite data, comparison between composite and block model global statistics, and swath plots comparing block grades against composite grades.

SLR evaluated the information provided in the block model summary files provided by Alcoa, and also undertook independent checks on datasets and block models for M23 and H12 areas, obtaining results that were consistent with those provided by Alcoa. The SLR QP ran individual inverse distance squared (ID2) and nearest neighborhood (NN) estimations to assist in the block model validation.

Visual validations, global statistical comparison, and swath plots were built comparing the main variables estimated by Alcoa and the parallel estimation made by SLR. The results of these comparisons for the M23 and H12 areas are provided in the following subsections.

11.11.2.1 Statistical Validation

Statistics of the blocks estimated by OK were compared against the composited and capped samples, ID2 and NN estimates. Table 11‑11 and Table 11‑12 present the statistical comparison for the M23 and H12 areas.

In overall, smaller differences are observed for the AL estimation of the bauxite and low-grade bauxite for the M23 area, and more significant differences are observed for the SI estimation of both areas. These differences may be related to either potential differences in the estimation parameters used by the independent estimation made by SLR, and/or small discrepancies in the sample selection used for the estimation due to the parallel workflow used by SLR. The impact of these differences can be minimized once the composites and OK means show a good correlation.

Despite the differences mentioned previously, the SLR QP is of the opinion that the statistical comparisons are reasonable.

 

 

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Table 11‑11: Composites, OK, ID2, and NN statistics for the M23 area

M23

Variable

Statistical Parameter

Caprock Bauxite

Bauxite

Low-Grade Bauxite

Samples

OK

ID2

NN

Samples

OK

ID2

NN

Samples

OK

ID2

NN

AL

Number

5,226

19,988

19,988

19,988

44,460

157,444

157,444

157,444

21,007

101,770

101,770

101,770

Mean

26.83

26.54

26.19

26.27

34.87

34.81

31.92

31.58

24.59

24.99

22.80

21.62

SD

3.95

1.96

4.02

6.81

6.13

3.66

4.93

8.70

4.89

2.46

4.02

8.36

Variance

15.61

3.85

16.16

46.32

37.53

13.40

24.33

75.62

23.89

6.04

16.15

69.83

Minimum

7.75

15.96

3.75

0.10

0.10

14.26

6.37

0.10

0.10

9.85

2.21

0.10

Q25

24.57

25.32

24.14

23.34

30.39

32.36

28.75

26.54

21.71

23.44

20.71

17.71

Q50

26.47

26.18

26.16

26.71

34.56

34.40

32.00

32.21

24.29

24.72

22.90

22.55

Q75

29.25

27.49

28.34

30.12

39.00

37.00

35.29

37.56

26.69

26.31

24.95

26.36

Maximum

48.44

44.72

46.46

51.45

55.00

52.67

51.84

55.00

53.94

44.67

49.55

55.00

SI

Number

5,226

19,988

19,988

19,988

44,460

157,444

157,444

157,444

21,007

101,770

101,770

101,770

Mean

1.66

1.87

2.77

2.90

1.30

1.46

2.23

2.29

4.10

4.60

5.55

5.99

SD

1.74

1.15

2.46

3.87

0.95

0.68

1.55

2.84

2.96

1.76

2.60

4.76

Variance

3.02

1.32

6.05

14.97

0.90

0.46

2.42

8.06

8.76

3.10

6.77

22.64

Minimum

0.10

0.10

0.12

0.10

0.10

0.12

0.22

0.10

0.10

0.10

0.42

0.10

Q25

0.56

1.00

1.19

0.74

0.64

0.91

1.20

0.76

2.06

3.45

3.72

2.65

Q50

1.02

1.67

2.18

1.48

1.03

1.40

1.85

1.37

3.57

4.51

5.09

4.58

Q75

2.06

2.43

3.57

3.35

1.70

1.98

2.77

2.57

5.26

5.52

7.02

7.82

Maximum

12.86

8.94

31.19

40.20

13.39

9.13

24.21

38.90

24.82

20.93

32.32

40.18

FE

Number

5,226

19,988

19,988

19,988

44,460

157,444

157,444

157,444

21,007

101,770

101,770

101,770

Mean

33.13

32.70

31.04

30.33

12.50

12.77

12.72

12.28

12.44

11.49

11.07

10.83

SD

7.85

5.31

7.13

10.55

7.89

5.30

5.74

9.04

10.72

6.31

6.90

9.88

 

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Variance

61.69

28.24

50.84

111.37

62.24

28.10

32.93

81.81

114.97

39.77

47.55

97.62

Minimum

0.25

3.72

2.53

0.25

0.25

0.95

1.70

0.25

0.25

0.25

0.42

0.25

Q25

30.46

30.88

28.08

25.78

6.39

8.74

8.32

5.44

4.60

6.81

5.97

4.05

Q50

33.73

33.23

32.46

32.58

10.49

12.45

11.53

9.47

7.94

9.96

8.99

6.92

Q75

37.68

35.79

35.48

37.75

17.12

15.86

16.01

16.92

17.87

14.56

14.11

13.93

Maximum

59.65

54.35

54.97

71.06

57.66

42.37

43.65

80.00

63.21

48.80

51.35

63.21

 

 

 

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Table 11‑12: Composites, OK, ID2, and NN statistics for the H12 area

H12

Variable

Statistical Parameter

Caprock Bauxite

Bauxite

Low-Grade Bauxite

Samples

OK

ID2

NN

Samples

OK

ID2

NN

Samples

OK

ID2

NN

AL

Number

2,981

64,964

64,964

64,964

14,275

297,393

297,393

297,393

9,600

205,206

205,206

205,206

Mean

26.87

26.94

26.67

26.29

33.66

33.57

31.76

30.85

24.40

24.49

23.70

23.36

SD

4.17

2.35

3.52

6.44

5.76

3.72

4.15

7.85

4.92

2.62

3.22

6.66

Variance

17.41

5.52

12.40

41.45

33.23

13.81

17.25

61.56

24.23

6.86

10.38

44.40

Minimum

10.63

16.63

0.22

0.10

2.03

9.80

1.87

0.10

0.10

7.53

0.93

0.10

Q25

24.45

25.48

24.88

23.34

29.55

30.91

29.10

26.92

21.52

22.96

21.91

20.34

Q50

26.49

26.60

26.52

26.39

33.11

33.18

31.54

31.01

24.23

24.27

23.51

23.70

Q75

29.41

28.27

28.68

29.72

37.39

35.81

34.22

35.79

26.77

25.78

25.28

27.08

Maximum

41.38

38.01

44.45

48.30

55.00

53.74

53.92

55.00

48.61

42.03

43.18

49.51

SI

Number

2,981

64,964

64,964

64,964

14,275

297,393

297,393

297,393

9,600

205,206

205,206

205,206

Mean

1.59

1.50

2.02

2.48

1.29

1.31

1.82

2.10

4.22

4.29

4.78

5.03

SD

1.73

1.04

2.13

3.48

0.97

0.65

1.21

2.69

3.36

2.16

2.52

4.20

Variance

2.99

1.09

4.54

12.13

0.94

0.42

1.46

7.22

11.32

4.67

6.35

17.66

Minimum

0.10

0.12

0.13

0.10

0.10

0.10

0.12

0.10

0.10

0.10

0.13

0.10

Q25

0.54

0.73

0.78

0.54

0.61

0.81

1.02

0.69

1.85

2.82

3.02

2.07

Q50

0.94

1.22

1.33

1.12

0.99

1.22

1.54

1.26

3.45

4.01

4.40

3.87

Q75

1.89

1.94

2.47

3.00

1.68

1.72

2.27

2.31

5.47

5.28

5.97

6.49

Maximum

12.08

9.48

30.96

32.19

9.69

8.81

24.69

31.65

23.16

19.91

26.87

34.39

FE

Number

2,981

64,964

64,964

64,964

14,275

297,393

297,393

297,393

9,600

205,206

205,206

205,206

Mean

33.64

33.30

33.21

32.11

12.94

13.70

13.82

13.91

13.93

13.76

13.29

13.21

SD

7.90

5.17

6.02

9.13

8.48

5.97

6.21

9.67

11.16

7.51

7.81

10.76

Variance

62.44

26.69

36.23

83.31

71.96

35.62

38.62

93.54

124.59

56.47

60.92

115.88

 

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Minimum

1.52

3.09

0.66

0.25

0.25

1.16

1.54

0.25

0.25

0.25

0.36

0.25

Q25

30.63

30.66

30.70

28.01

6.32

9.08

9.06

6.31

5.11

7.89

7.28

4.94

Q50

34.06

33.65

33.79

32.88

10.48

12.88

12.64

10.99

9.48

12.48

11.22

8.88

Q75

38.12

36.47

36.95

37.37

18.14

17.59

17.41

19.55

21.67

18.15

17.62

20.83

Maximum

64.43

54.00

59.79

64.43

55.79

46.11

49.60

64.01

58.53

50.54

53.11

58.53

 

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11.11.2.2 Visual Validation

For the visual validation, several cross sections in multiple orientations were created aiming to assess the grade distribution over the blocks and related to the composites. No major discrepancies were identified, being observed in most of the cases a good adherence of the grades estimated in the blocks with the samples around, and also the grade continuity with the topography.

Figure 11‑12, Figure 11‑13, and Figure 11‑14 illustrate the cross sections in the block models comparing the AL, SI, and FE OK estimation and the composites.

Figure 11‑12: Visual validation of Blocks and Composites for AL

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Figure 11‑13: Visual validation of Blocks and Composites for SI

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Figure 11‑14: Visual validation of Blocks and Composites for FE

img97457026_101.jpg 

11.11.2.3 Swath Plots

Swath plots were built comparing the OK, ID2 and NN estimations on the X, Y and Z directions.

AL and SI exhibit opposite behaviors, showing higher values for AL and lower values for SI when compared with ID2 and NN for the bauxite layer. These differences are around +8% and – 5%, respectively, and are also identified in the statistical validation. Additionally, the ID2 and NN estimates show a more variable average grade locally, while the OK behavior is more constant, which indicates a potential over smoothing of the estimation for these variables. FE shows a similar local and global trend between the different estimation methods.

As mentioned before, although some variation is expected due to the differences in the estimation workflows, SLR recommends that additional estimation validation procedures be incorporated to the current validation workflow, such as the comparison with ID2 and NN, and a smoothing degree evaluation.

Figure 11‑15 illustrates the AL, SI, and FE swath plots in the X direction for the bauxite domain of both areas. Sections of 5 and 10 meters were used for the M23 and H12 areas respectively.

 

 

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Figure 11‑15: Swath Plots in X direction for AL, SI and FE for the M23 and H12 areas – bauxite layer

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11.12 Cut-off Grade and Mining Constraints

Darling Range uses a historically accepted economic Mineral Resource cut-off grade of ≥27.5% AL, ≤3.5% SI, and ≤4kg/t OX, that is implicit in the delineation of the bauxite layer in the geological modelling stage. A minimum thickness of 2 m is also used to improve the Mineral Resource definition.

In addition to the geological modelling cut-offs criteria, the constraints described below are applied to the GSM and 3DBM Mineral Resource definition:

a minimum area of 1 ha.

a minimum face height of 1.5 m (distance from mining floor to the base of overburden).

face heights exceeding 4 m are treated as multiple benches.

an overburden to face height ratio ≤1.

a maximum floor gradient of 1 in 7 over a minimum of 15 m for the first cut, and 1 in 5 for second and third cuts.

a minimum access corridor of 45 m for mining equipment.

However, bauxite resources can include material outside the geological modelling grade cut-offs that may also be considered as mineable, and a cut-off depth basis is used when AL grade is lower to define whether or not a block is economic. Mineral Resources have been estimated using a LOM price of $21.46/t representing an average arms-length sale of bauxite from Darling Range. The price that constrains the estimate for optimization was discounted to exclude export logistics costs, i.e. the base price was $21.46/t, and the discounted price was $16/t. Mineral Resource optimized pits are presented in Figure 11‑16.

 

 

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Figure 11‑16: Mineral Resource Pits for the M23 (top) and H12 (bottom) areas. Vertical exaggeration 3x

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img97457026_106.jpg 

Source: SLR, 2023.

The grade cut-off criteria to report the Mineral Resources is a common approach for the bauxite mines, and the QP is of the opinion that to improve the recoverable resources reporting, a re-blocked block model to a minimum practical mining scale or single mining unit should be considered. Economical parameters considering more flexible costs and bauxite prices related to the Mineral Reserves can also be implemented in the Mineral Resources workflow, aiming to optimize the bauxite mineable portion including potential marginal grades.

11.13 Reconciliation

Alcoa’s staff is working on an integrated reconciliation process, for all the operating mines, that will standardize the reconciliation terminology, metrics, and standards. For the current year, the methodology is being developed, as well as the key performance indicators.

The following sections describe the current reconciliation methodology and results.

 

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11.13.1 Sampling Tower Data

Refinery feed grade is monitored for the Huntly and Willowdale mining regions using material collected prior the arrival of the stockpile stackers at the Pinjarra and Wagerup sampling towers.

Alcoa mine planning personnel rely upon historical comparisons between the As Mined estimates, which means the tonnage and grade based on the block model using a mined-out perimeter or surface, and the sampling tower data to apply adjustment factors to mine design estimates, to assist with scheduling and stockpile planning activities. The adjustments are not applied to the global reported Mineral Resource estimates as they are considered to be local factors.

Sampling tower performance was discussed in SLR, 2022.

11.13.2 Resource to Sampling Tower Comparison

Alcoa reconciles the resource (mine design) estimates with the sampling tower estimates once mining is completed for each mining zone. It is important to note that the majority of the Mineral Resources are prepared using 30 m or 60 m spaced data, whereas As Mined to sampling tower reconciliation is based on mine planning models constructed from 15 m spaced data that include additional mining constraints.

Figure 11‑17 and Figure 11‑18 show the annual relative grade differences for both Huntly and Willowdale respectively. These plots indicate:

A clear reactive silica trend from higher differences (above 20%) to lower differences (around 10%) from 2011 to 2021.

The most variable pattern of reactive silica compared with the other elements.

That most As Mined grades are currently within 10% of the sample grades.

The sources of the reconciliation differences shown in Figure 11‑17 and Figure 11‑18 are not known, but the following factors could contribute:

Resource models were prepared using FTIR assay data, whereas the sampling tower samples are assayed using the same techniques as the REF Method (see Table 8‑1 in Section 8.3.2.1) but with BD rather than MD. Alcoa assumes that this is more accurate, but that is difficult to confirm for partial digestion methods such as AL, SI, and OX.

Changes in the resource modelling procedures from Polygonal, to GSM, to 3DBM. The latter method has only recently been introduced and represents limited material processed in recent years.

The As Mined grades and tonnages could include some additional dilution and ore loss relative to the planned mine design.

Differences between the Pinjarra (inspected and validated by SLR, see Section 8.4.3.7) and Wagerup sampling towers.

Incremental reconciliation improvements appear to have started around 2010, which may reflect an improvement in data quality (drilling and assaying procedures) around this time. Consequently, Mineral Resources using data collected prior to approximately 2010 are considered to be of lower confidence and the classification of resource models constructed from this data has been downgraded accordingly.

Reconciliation data in recent years falls within acceptable limits on an annual basis to support the classifications used for reporting of Alcoa’s Darling Range Mineral Resource.

 

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Figure 11‑17: Resource versus Sample Plant Reconciliation – Huntly (SLR, 2022)

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Figure 11‑18: Resource versus Sample Plant Reconciliation – Willowdale (SLR, 2022)

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11.14 Mineral Resource Estimation Risk

The estimation of Mineral Resources for any commodity, including bauxite, is subject to significant risks, including those described below and elsewhere in the discussion of risks associated with mining and processing of bauxite to produce alumina (see Section 12.9). An investor should carefully consider these risks. If any of the described risks occur, the Darling Range bauxite mining and processing business, financial position and operational results could be materially affected adversely.

The purpose of Technical Report Summaries issued under S-K 1300 and other similarly purposed International Codes (JORC, 2012; NI 43-101, 2014) is to ensure that known risks are disclosed by the QP subject to expectations of Transparency, Materiality and Competency. This Technical Report Summary addresses the technical risks associated with the Geology, Sampling, Assaying, Data Management in Sections 6.0 to 9.0 and Mineral Resource Estimation in Section 11.0. The QP considers that no material technical risks are identified in those Sections.

The risks described below are not comprehensive and there may be additional risks and uncertainties not presently known, for example due to market or technology changes, that

 

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are currently deemed immaterial but may also affect the business. The QP considers that the following risks specifically pertain to the Mineral Resources declared for Alcoa’s Darling Rang operations.

11.14.1 Specific Identified Risks

Continuous improvement of all aspects of Alcoa’s resource delineation programs means that changes have been incremental as refinement to previous procedures. Thus, estimates for the majority of the Mineral Resources are essentially variants of those devised in the late 1980s and early 1990s and are not consistent with current conventional practices. This is reflected in the large tonnage of Inferred Resources declared. The demonstrated successful operation of the Alcoa operations over an extended period indicates that it is unlikely that any aspects of the data collection and resource delineation process are significantly flawed, although there are recognized shortcomings.

Drill sampling is essentially the extraction of small volumes of material taken to be representative of the large tonnages being estimated. There are always local errors of precision and biases that are not recognized. Robust sample preparation and geostatistical estimation are used to identify and overcome these errors, backed up by closed-loop reconciliation with the stockpile tower samplers. These systems may not identify changes in the underlying geology or other data as the area to be delineated expands over time.

The Mineral Resource estimates may not contain adequate or relevant data if the bauxite is supplied to other refineries, or if processing methods change, or if some new analyte is required.

The older ResTag and GSM estimation procedures, which represent the bulk of the Inferred Mineral Resources, are relatively inflexible, and may not contain the level of detail necessary to adequately support mining optimization studies. This has been largely addressed by the recent move to 3DBM resource estimation technique, which more easily enable the preparation of models that contain sufficient resolution and detail to support conventional mining optimization studies. These models will allow incremental improvements to address any challenges in meeting target grade specification, resolving reconciliation issues, or tailoring the estimation parameters and procedures to prepare models that better reflect local changes in mineralization characteristics. The 3DBM modelling procedures offer more flexibility in moderating any adverse effects of sampling imprecision compared to the older procedures and in producing grade tonnage curves to meet various impurity constraints (when modelled).

Further advances in geostatistical estimation may be expected including more use of directional anisotropy (through variograms), and conditional simulation to quantify estimation risk and optimize drill sampling grids.

A comprehensive program is required to resolve the issue of density estimation. Estimates in the resource models use a simplistic linear regression algorithm for iron rich material based on very few data, and otherwise assumed values. This deficiency is overcome by reconciliation of tonnages of material fed to stockpiles and the subsequent adoption of a downgrading factor (currently 5%) to account for differences to the model estimated density. Technology now available, including volume surveys using drones and truck gantry scanning, infra-red moisture determination, wet mass measurement using weightometers on conveyors and LoadRite sensors on mining equipment, mean that better in situ dry density estimation may become possible if the operation requires it for better refinery feedstock control.

 

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The grade characteristics of the bauxite profile could be reproduced in the model, enabling optimization techniques to be used for the definition of mining floors and boundaries, better support for ore loss and dilution studies, and more accurate reconciliation studies.

There is currently significant reliance upon the sample plant results for production scheduling and blending, as well as for assessing the reliability of the Mineral Resource estimates.

The current drill sampling methods have been improved over time, based on independent review, and the requirements for minimum impact on the Darling Range. The assaying methods, including the use of FTIR, have been comprehensively reviewed and validated. The geostatistical estimates of in situ dry tonnages and grades are reasonable and validated by comprehensive reconciliation. The SLR QP considers that these methods are appropriate to produce the declared Mineral Resources and Mineral Reserves.

11.14.2 Generic Mineral Resource Uncertainty

Estimates of Measured and Indicated Mineral Resources are uncertain. The volume and grade of ore actually defined from these as Mineral Reserves is not predictable until mine planning is done to account for all the identified Modifying Factors. Forecasts based on the current transfer price of bauxite, current interpretations of geological data obtained from drill holes, and other information regarding the Modifying Factors, may not necessarily be indicative of future results. A significantly lower bauxite transfer price as a result of a decrease in aluminum prices, increases in operating costs, reductions in metallurgical recovery, or other changes to the Modifying Factors, could result in material write-downs of the value of the Darling Range mines.

Should changes be required due to exigent circumstances, it may take some years from exploration until commencement of production, during which time the economic feasibility of production may change.

Alcoa cannot be certain that any part or parts of a deposit or Mineral Resource estimate will ever be confirmed or converted into Regulation S-K Subpart 1300 compliant Mineral Reserves or that mineralization can in the future be economically or legally extracted.

To ameliorate such risks the Mineral Reserves declaration is limited to material for which extraction is currently planned within the LTMP. The Mineral Resources excluding Mineral Reserves indicate the likely potential beyond that time frame, given all the limitations on future knowledge outlined above.

11.15 Classification

Definitions for resource categories used in this report are those defined by the SEC in S-K 1300. Mineral Resources are classified into Measured, Indicated, and Inferred categories.

The Mineral Resource estimate for Darling Range is produced by aggregating many different models, produced using data of different qualities at different drilling densities, and modelled using different estimation procedures. The Mineral Resource classification has been applied to the various resource models based on consideration of the quality and quantity of the input data, confidence in the geological interpretation, and confidence in the outcomes from the various estimation methods. The main factors that drive the Mineral Resource classification are the drill hole spacing, the quality of data collected, and the resource modelling technique. These elements will be explored in greater detail in the following paragraphs.

A drill hole spacing study (SRK, 2019a) aimed at quantifying the differences in the reliability of local estimates with different drill spacings was undertaken in 2019 using a similar

 

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approach to Alcoa’s 3DBM procedures. The study concluded that drill spacings of 30 m by 30 m and 60 m by 60 m were adequate to support the delineation of Measured and Indicated Resources respectively.

Due to the different block model types, the following adjustments in the classification were done aiming to best reflect the uncertainty for each one:

For the GSM models where the drill hole spacing is 30x30 m, the Measured material was downgraded to Indicated, unless on a tighter 15 by 15 m drilling grid. The additional data density overcomes the potential deficiency of the GSM method. Some of the defined Measured material estimated using a significant amount of older (pre-2010) drill sampling was also downgraded to Indicated, reflecting the lower confidence in that older drilling data, since data quality (due to drilling, sampling, and assaying procedures) has been upgraded since then.

For the GSM and Polygonal models, where the drill hole spacing is 60x60 m, the Indicated category was downgraded to Inferred category.

For the Polygonal models where the drill hole spacing is 60 by 60 m, the resource estimate was classified as Inferred.

The Mineral Resource material has mining constraints applied, as detailed in the Cut-off Grade and Mining Constraints section, effectively ensuring that reasonable prospects for economic extraction are assured.

Resource classification criteria are applied in the horizontal plane and are consistent for the entire laterite vertical profile. Thus, interpretation of the roof and floor of the Bauxite Zone are implicitly assumed to be of similar confidence. In some areas, the geological floor may be erratic for Polygonal models and of lower confidence than the roof, but these areas are typically excluded when mining constraints are applied to the GSM and 3DBM resource models.

Figure 11‑19 shows histograms of the resource classification and the distance of the closest sample for the M23 and H12 areas.

Figure 11‑19: Minimum distance histograms showing the resource classification by the distance of the closest sample

img97457026_109.jpg 

img97457026_110.jpg 

A visual example of the final Mineral Resource classification within the Mineral Resource pit is shown in Figure 11‑20 for the M23 and H12 areas. The great majority of the blocks within the Mineral Resource pit in the M23 area are Measured due to the 15x15 and 30x30 m drill hole spacing, and for the H12 area the great majority is Indicated, due to the 60x60 m drill hole spacing. The final classification polygons can include small areas where the gaps between drill holes are at the next spacing increment, and they are used to assign resource classification for the full vertical profile of the laterite profile.

 

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Figure 11‑20: Plan View of M23 and H12 Resource Classification. Block within the Mineral Resource Pit

img97457026_111.jpg 

Source: SLR, 2023.

11.16 Mineral Resource Reporting

Key refinery target grade requirements for AL, SI, and OX along with practical mining considerations have been taken into account when defining resource blocks using GSM and 3DBM modelling methods. Polygonal resource models do not account for mining constraints other than a 1.5 m minimum thickness.

ML1SA contains some sub-regions for which mining permission has not been granted, due to forestry, environmental, social or other constraints, and Mineral Resources have not been defined in these areas by constraining the Mineral Resource model using ArcGIS software.

For Mineral Resource reporting, the block tonnage estimates have all been reduced by 5% on the basis that:

the reconciliation data at both Huntly and Willowdale indicate that the As Mined tonnage estimates over the past 20 years have been consistently higher than the stockpile received tonnages after the sampling tower by approximately 5%; and

the stockpile estimates are derived from weightometer readings, and the weightometers are regularly checked and calibrated.

A summary of the Mineral Resource estimates, exclusive of Mineral Reserves, for the three ML1SA mining regions is shown below.

Table 11‑13: Summary of Darling Range Mineral Resources exclusive of Mineral Reserves by Mining Region – 31 December 2023

Category

Mine

Tonnage (Mt)

AL (%)

SI (%)

Measured

Huntly

51.5

30.49

1.62

North

0.0

0.00

0.00

Willowdale

41.5

30.37

1.39

Sub-total

93.0

30.44

1.52

Indicated

Huntly

66.3

30.97

1.50

 

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North

0.8

32.26

1.38

Willowdale

38.3

30.35

1.05

Sub-total

105.4

30.75

1.34

Measured + Indicated

Huntly

117.7

30.76

1.55

North

0.8

32.26

1.38

Willowdale

79.8

30.36

1.23

Sub-total

198.4

30.61

1.42

Inferred

Huntly

11.2

34.36

1.35

North

15.1

31.62

1.00

Willowdale

80.6

32.17

1.24

Sub-total

106.9

32.32

1.22

Notes:

1. The definitions for Mineral Resources in S-K 1300 were followed, which are consistent with JORC (2012) definitions.

2. Mineral Resources are 100% attributable to AWAC.

3. Mineral Resources are estimated at a geological cut-off grade, which generally approximates to nominal cut-off grades of 27.5% available alumina (AL) with less than 3.5% reactive silica (SI). Locally the cut-off grade may vary, depending on operating costs and ore quality for blending. The target grade for mine planning is 32.7% AL and 1.0% SI.

4. Mineral Resources have been estimated using a LOM price of $21.46/t representing an average arms-length sale of bauxite from Darling Range. The price that constrains the estimate for optimization was discounted to exclude export logistics costs, i.e. the base price was $21.46/t, and the discounted price was $16/t.

5. A minimum total mining thickness of 1.5 m was used.

6. In situ dry bulk density is variable and is defined for each block in the Mineral Resource model.

7. A global downwards adjustment of tonnes by 5% is made to account for density differences based on historic mining performance.

8. Mineral Resources are reported exclusive of Mineral Reserves.

9. The reference point for the Mineral Resource is the in situ predicted dry tonnage and grade of material to be delivered to the refinery stockpile following the application of Mineral Resource pit.

10. Metallurgical recovery has not been directly considered in the estimation of Mineral Resources as the Darling Range operations do not include a conventional processing plant, only crushing as described in Section 14.0. The metallurgical recovery of the three refineries (Kwinana, Pinjarra and Wagerup) are beyond the boundaries of the mining operations being the subject of the TRS.

11. Numbers may not add due to rounding.

11.17 QP Opinion

The SLR QP is of the opinion that Alcoa’s Mineral Resource classification scheme is considered appropriate for delineating the expected relative confidence of the Mineral Resource, in accordance with the S-K 1300 definitions as follows:

All sampling, sampling preparation, assaying and database management practices are compliant with current industry best practice and no fatal flaws were identified for all material classed as Mineral Resource.

Appropriate industry best practice for geological modelling techniques and variography are used to establish geological and grade continuity from appropriately spaced drill holes.

Industry standard estimation techniques (3D block modelling or seam block modelling) are used for all Measured and Indicated Mineral Resources, using appropriate drill spacings.

The SLR QP is of the opinion that the modelling work completed to date is deemed suitable for its intended purpose. Upon evaluation of diverse technical and economic factors, it’s

 

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concluded that the conditions stipulated under the Reasonable Prospects For Economic Extraction are met. This includes the effective constraint of the Mineral Resource model using the ArcGIS system, by ensuring that the model defines key parameters for the refinery, and by sound reconciliation practices reincorporating feedback into the geological model.

 

 

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12.0 Mineral Reserve Estimates

12.1 Summary

A Mineral Reserve has been estimated for Alcoa’s Darling Range bauxite mining operations in accordance SEC S-K 1300 definitions which are consistent with the guidelines of the Australasian Code for Reporting of Exploration Results, Mineral Resources and Mineral Reserves (The JORC 2012 Code).

The QP inspected the Alcoa Huntly operations on 25 October 2023 and Willowdale on 24 October 2023. Alcoa’s Mine Planning department was visited 26 & 27 October 2023, interviewing relevant personnel on these dates and on other occasions. A full account of the site visit to the mines, offices and the refineries is provided in Section 2.1.

The Mineral Reserve is classified with reference to the classification of the underlying Mineral Resource and with reference to confidence in the informing Modifying Factors. The QP considers the Proven and Probable classification to be appropriate to the deposit and associated mining operations.

The reference point for the Mineral Reserve is prior to the processing plant at the refinery.

The Proven Mineral Reserve is a subset of Measured Resources only. The Proven Mineral Reserve is included in the Long Term Mine Plan (LTMP) and is approved for mining.

The Probable Mineral Reserve is estimated from that part of the Mineral Resource that has been classified as Indicated or from Measured Resources that are not yet approved for mining.

Variable cut-off grades are applied in estimation of the Mineral Reserves, and these are related to operating cost and the nature of the Mineral Resource in relation to blending requirements. The Mineral Reserve estimate is expressed in relation to available aluminum oxide (AL) and reactive silica (SI), this being the critical contaminant in relation to the Refinery.

Table 12‑1: Summary of Darling Range Mineral Reserves – Effective 31 December 2023

Region

Class

Tonnage (Mt)

AL (%)

SI (%)

Huntly

Proven

26.2

27.8

1.87

Probable

210.4

31.7

1.36

Total

236.6

31.2

1.42

Willowdale

Proven

21.8

30.8

1.38

Probable

85.6

32.4

1.04

Total

107.4

32.1

1.11

Total

Proven

48.0

29.1

1.65

Probable

296.0

31.9

1.27

Total

344.1

31.5

1.32

Notes:

1. The definitions for Mineral Reserves in S-K 1300 were followed, which are consistent with JORC definitions.

2. Mineral Reserves are stated on a 100% ownership basis for AWAC although Alcoa Corporation’s share is 60%.

3. Mineral Reserves are estimated at variable cut-off grades, dependent on operating costs and ore quality for blending. The target grade for mine planning is generally 32.7% available aluminum oxide (AL) and around 1.0% reactive silica (SI) but this may vary locally.

 

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4. Mineral Reserves have been estimated using a LOM price of $21.46/t representing an average arms-length sale of bauxite from Darling Range. The price that constrains the estimate for optimization was discounted to exclude export logistics costs, i.e. the base price was $21.46/t, and the discounted price was $16/t.

5. Minimum mining widths are not used due to the surficial nature of the Mineral Resource, rather a minimum mining block size of 15m by 15m by 1m deep is applied.

6. The reference point for the Mineral Reserve is the refinery processing plant gate, with crushing, washing (as applicable), and transportation being the only process employed. As such metallurgical recovery factors are not applicable to the Mineral Reserve estimate.

7. Bulk density is variable, dependent on the nature of the Mineral Resource and is separately estimated in the Mineral Resource model.

8. Numbers may not add due to rounding.

The QP is not aware of any risk factors associated with, or changes to, any aspects of the Modifying Factors such as mining, metallurgical, infrastructure, permitting, or other relevant factors that could materially affect the current Mineral Reserve estimate. The Darling Range operations have however undergone some changes as related to the permitting requirements which are discussed in this report; namely the approvals process, river corridor constraints, restoration obligations, and any required adjustments to accommodate the recently announced curtailment of the Kwinana refinery.

The QP considers that the accuracy and confidence in the Mineral Reserve estimate to be appropriate for the classification applied, which is supported by both the conservative operational processes and the long operational history.

The Modifying Factors are summarized as follows:

Only Measured and Indicated Mineral Resources are considered.

Only mineralization defined in mine planning work has been considered. This includes Measured and Indicated material, subject to the application of mining Modifying Factors.

Mineral Resources not scheduled for mining in the current LTMP are not considered.

Indicated Mineral Resources are classified as Probable Mineral Reserves, subject to the Modifying Factors and mine scheduling constraints.

Measured Mineral Resources are classified as Proven Mineral Reserves or Probable Mineral Reserves, subject to the Modifying Factors and mine scheduling constraints.

12.2 Comparison with Previous Estimate

A comparison of the current Alcoa Mineral Reserve estimate, to the previous 2022 Mineral Reserve estimate is presented in Table 12‑2. Overall, the Proven and Probable Reserves decreased by 57.5 Mt (14%), from 401.6 to 344.1 Mt. The AL and SI grades decreased by 2% and 14% respectively over the same period.

The differences are primarily due to those outlined in Section 11.2 for the Resources, as well as the following:

Mining depletion in 2023

Movement of ore from reserve to resource after re-scheduling

Depletion of ore in higher risk areas of drinking water catchments and RPZ in Myara

Adjustment of the cut-off grades in Myara and parts of Larego to ensure continuity of bauxite supply

 

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Table 12‑2: Comparison with Previous Mineral Reserve Estimates

Category

Mine

2023 Mineral Reserve

2022 Mineral Reserve

Difference (%)

Tonnage (Mt)

AL
(%)

SI
(%)

Tonnage (Mt)

AL
(%)

SI
(%)

Tonnage (Mt)

AL
(%)

SI
(%)

Proven

Huntly

26.2

27.81

1.87

71.2

30.00

1.360

-63%

-7%

38%

Willowdale

21.8

30.75

1.38

74.7

32.70

0.980

-71%

-6%

40%

Sub-total

48.0

29.14

1.65

145.9

31.38

1.165

-67%

-7%

41%

Probable

Huntly

210.4

31.66

1.36

180.3

32.40

1.200

17%

-2%

13%

Willowdale

85.6

32.43

1.04

75.4

32.50

1.020

14%

0%

2%

Sub-total

296.0

31.88

1.27

255.7

32.43

1.147

16%

-2%

10%

Proven & Probable

Huntly

236.6

31.23

10.73

251.5

31.72

9.873

-6%

-2%

9%

Willowdale

107.4

32.09

1.11

150.1

32.60

1.000

-28%

-2%

11%

Sub-total

344.1

31.50

1.32

401.6

32.05

1.154

-14%

-2%

14%

12.3 Modifying Factors

A Mineral Reserve is the economically mineable part of a Measured and/or Indicated Mineral Resource. It includes diluting materials and allowances for losses, which may occur when the material is mined or extracted and is defined by application of Modifying Factors that demonstrate that, at the time of reporting, extraction could reasonably be justified.

Mining – Alcoa’s Darling Range mining operations are conventional open pit mines and have been operating for a long time. The practicalities of mining and associated sustaining capital and operating costs are well understood and have been incorporated in Alcoa’s technical assessments to the satisfaction of the QP. For a more substantive description of Alcoa’s Darling Range mining operations, refer to Section 13.0. The mining schedule is discussed further in Section 12.6.

Processing – This Mineral Reserve is stated with reference to the refinery processing plant gate, with crushing and conveying being the sole processes employed. Bauxite is refined to alumina in the refinery using the Bayer process, which has been employed at the Darling Range operations for many years and a transfer price is used by Alcoa in its assessment of its mining operations. The QP is satisfied that the transfer price reasonably incorporates the costs associated with processing of the bauxite ore. For a more substantive description of Alcoa’s Darling Range processing operations, refer to Section 14.0.

Metallurgy – The mining operations are given an ore specification by the sole customers, the refineries. Blending is undertaken at the pit, before the crusher, to ensure that these specifications are met. The QP is satisfied that the procedures employed by mining technical staff have been developed over a lengthy period and are appropriate for the suppression of metallurgically deleterious material in ore sent to the refineries. For a more substantive description of Alcoa’s Darling Range metallurgy, refer to Section 10.0.

Infrastructure – The QP has observed the Darling Range infrastructure to be well established, maintained and to a high standard. The operations are located near a major city, with excellent transportation, facilities, and workforce. Provision is made in Alcoa’s Life of Mine (LOM) plans for sustaining capital for infrastructure replacement. For a more substantive description of Alcoa’s Darling Range infrastructure, refer to Section 15.0.

 

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Economic – Revenue for the mines is premised on a transfer price for bauxite ore at the refinery gate. Mining costs are well understood, as the mines have been operated for a long time. The QP is satisfied that the pit optimization, scheduling, and analysis undertaken by mine technical staff is appropriate to the operation and that the costs are well understood. For a more substantive description of Alcoa’s Darling Range economics, refer to Section 19.0.

Marketing – All bauxite is sold to Alcoa’s Darling Range refineries, the sole customer for the mines. The refineries produce alumina, which is variously further refined into aluminum metal at Alcoa’s aluminum plants or exported. Alumina and aluminum are internationally traded commodities and subject to normal market forces and cycles. For a more substantive description of Darling Range’s market aspects, refer to Section 16.0.

Legal – The QP observes that the Darling Range operations have been in operation for a long time and are licensed in relation to obligations under Western Australian legislation. Mining approval for the Darling Range operations is given by the statutory Mining and Management Program Liaison Group (MMPLG). The MMPLG consists of representatives from across government and is responsible for reviewing mine plans and associated activities and making recommendations to the Western Australian Minister for State Development.

Environmental - The QP observes that the Darling Range operations have a long history of progressive rehabilitation of mined-out areas. There are restrictions placed on some mining areas that are related to proximity to water catchments, places of social importance and fauna habitat. Operation under these conditions is by approval of the MMPLG. For a more substantive description of Alcoa’s Darling Range environmental obligations, refer to Section 17.0.

Social – The QP observes that the Darling Range operations have long been a major employer and economic contributor to the region and that the operations have numerous well-established community and social initiatives. A skilled workforce resides in the area, as do many service industries. The QP does not consider social risk to be material to the Darling Range operations.

Governmental – Western Australia and Australia in general are stable, developed democracies with an advanced economy. Governmental relations with the Darling Range operations are managed by the MMPLG, which has representation from the relevant government departments. The QP does not consider governmental risk to be material to the Darling Range operations.

12.4 Basis of Estimate

Historically, Alcoa did not report material in the Measured Mineral Resource category, reporting mineralization in areas of 15 m by 15 m spaced drilling as Mineral Reserves reported to the prior SEC standard. Alcoa has subsequently incorporated S-K 1300 and JORC Modifying Factor considerations into its mine planning processes and this was observed and confirmed on site.

The QP has used the December 31, 2023 Mineral Resource estimate as the basis for its Mineral Reserve estimate. The bauxite operations are operating mining projects with a long history of production for which establishment capital has been repaid and for which sustaining capital and supported operating costs have been observed to be applied in economic analysis. Consequently, the QP considers that support by a Feasibility Study is demonstrated by the demonstrable history of profitable operation and the level of technical support for the Modifying Factors and Front-End Loading (FEL 2), or pre-project planning study, for the recent major Myara capital crusher move. The QP has reviewed the operating

 

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and planning procedures and parameters for the operations and considers that the work completed is sufficient to allow definition of Mineral Reserves.

Proven Mineral Reserves are derived from scheduled Measured Mineral Resources which are included in the Long Term Mine Plan (LTMP) and approved for mining. Probable Mineral Reserves are derived from scheduled Measured Mineral Resources which are not yet approved for mining, or from scheduled Indicated Mineral Resources. The Mineral Resource estimate reported in this document (Section 11.0) is exclusive of the Mineral Reserve.

Consequently, Modifying Factors that relate to community and environmental considerations are formally assessed. The QP considers that as a result there is low risk to not establishing Proven Reserves relating to the project.

The Probable Mineral Reserve has been defined by 15 m by 15 m drilling. Application of the Modifying Factors is consistent with Proven Reserves.

The QP has formed an independent view of the Modifying Factors applied in the estimation of the Mineral Reserve. This view is supported by examination and verification of mine planning data and procedures and historic reconciliation information. The QP has interviewed technical staff responsible for Alcoa’s operations and reviewed the operating, planning and forecast reports for the operations supplied by Alcoa.

The mine planning process excludes mineralization that is not considered recoverable due to various constraints, defining no Mineral Resource or Mineral Reserve within these zones. Such constrained zones include Aboriginal heritage sites and old-growth forest; however, are proactively and dynamically updated by Alcoa through engagement with stakeholders, such as the community, and in response to government requests.

12.5 Dilution and Ore Loss

Dilution and ore loss are not reported separately to the Mineral Reserve. Internal and edge dilution is modelled at the mine planning stage through the application of 15 m by 15 m mining blocks to the Mineral Resource model. These regularized blocks contain proportional estimates of ore and contaminants and are optimized through the application of a Lerchs-Grossman algorithm developed specifically for the operation. This variation of the conventional Lerchs-Grossman algorithm is applied vertically, given that the shallow nature of the mineralization precludes geotechnical considerations. Blocks that do not satisfy grade and contaminant parameters against revenue are thus excluded from the mine plan.

Mining dilution is controlled by excavation of dilution at the top of the mineralization (a source of oxalate or organic contamination) and the pit floor (SI contamination). The upper contact is a sharp geological contact on an undulating surface. GPS-controlled machinery is used to locate these intersections.

 

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Figure 12‑1: Undulating Hanging Wall Hardcap Surface; and Footwall (white clay, lower right in the floor) (Left: Pearman, 2015 & Right: SLR, 2021)

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Organic material reacts with sodium hydroxide in the refinery to form oxalate, which is considered to be a contaminant. Alcoa has developed a process known as Secondary Overburden Removal (SOBR) whereby the soil and clay on top of the hardcap that covers the mineralization and contains this organic material is removed by either scraper, surface miner or small excavator. This removes as much carbonaceous material overlying the undulating hardcap layer as possible. Further description of SOBR is given in Section 13.1.

A surface miner is employed as required at the Huntly mine to cut highly contaminated overburden to the hardcap contact. Historically, this results in a 2.9% ore loss, which is considered in the Mineral Reserve estimation.

The lower mineralization contact is gradational, and dilution is minimal on contaminants other than SI. This contact is defined through drilling and chemical analysis and excavation is controlled by GPS to modelled surfaces.

The Grade Control process checks the accuracy of excavation and assesses adherence to excavation of the target floor.

12.6 Extraction and Mine Planning

12.6.1 Long Term Mine Plan (LTMP)

Alcoa prepares an LTMP annually. The first five years of this plan is submitted to the statutory MMPLG for approval of mining areas. The LTMP includes a mine production schedule that demonstrates scheduling of mineralization classified as Mineral Resources for estimation as Mineral Reserves. This schedule contemplates higher confidence Mineral Resources during the early production periods, with lower confidence mineralization planned in subsequent periods (Figure 12‑2 and Figure 12‑3).

The schedule has several operational parameters in addition to statutory limitations (refer Section 12.3 above):

The mineralization lies under haul roads and extraction is delayed until the road is no longer required.

Mineralization is near a planned crusher location and mining has been delayed until the crusher is installed.

Contaminants exclude a parcel from blending in the schedule.

 

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The mining areas are small and demonstrate low mining efficiency and mining has been delayed.

Confidence in the Mineral Reserves is predicated on confidence in the underlying Mineral Resources in the mining schedule. Continuous Mineral Resource definition drilling maintains an inventory of sufficient confidence to maintain Mineral Reserves.

Figure 12‑2: Willowdale LTMP Resource Confidence (drill hole spacing in meters shown in brackets) (Alcoa, 2023)

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Figure 12‑3: Huntly LTMP Resource Confidence (drill hole spacing in meters shown in brackets) (Alcoa, 2023)

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12.6.2 Mine Planning

Alcoa has been actively refining the mine planning process in such a way that the Mineral Resource and Mineral Reserve Models are updated continuously using various scripts and rationalizing of computer software. This process is mostly complete, the QP observed its progress both on the mine sites and at the Booragoon mine planning office.

The mine planning process commences with receipt by the mine planning department of the regularized and classified electronic Mineral Resource model from the geologists. The regularization process sees the Mineral Resource blocks agglomerated into blocks of 15 m by 15 m by 0.5 m vertically. Grade, bulk density and contaminant parameters are estimated into the model, which is expressed as a percentage model. This model is then manually checked and validated.

Electronic files are centrally stored, and the master versions are copied by relevant personnel for manipulation.

Optimization of the pits is undertaken using a bespoke variant of the Lerchs-Grossman algorithm designed to operate vertically. The algorithm accumulates blocks vertically on 0.5 m increments to find the pit floor.

The optimization is driven by Net Present Cost (NPC), rather than the conventional Net Present Value (NPV) due to the presence of a flat transfer price for product at the refinery gate.

Geotechnical constraints are not relevant, given that the pits are generally around 4 m in depth and placed on gently undulating country (Section 7.9). Contour mining is applied in areas of greater topographic relief, whereby mining progresses across the contour, maintaining as consistent a pit floor as possible.

Optimization parameters are calculated for each block, including costs associated with drilling, blasting and ripping and haulage cost, which is estimated from major haulage roads and minor pit access roads against gradient. Electronic surface models are prepared to

 

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constrain the optimization; these are informed by LiDAR radar surveys and model the topography, the base of overburden and the base of mineralization, derived from chemical analysis of resource definition drilling samples. Caprock requires drilling and blasting, and modelled surfaces are contoured for thickness, which is derived from examination of drill logs and high-Fe assays.

Pit shells are visually assessed for practicality and minimum mining widths and any impractical pit shells removed. Minimum mining widths vary according to topography and material type.

Individual areas are optimized separately, and the resultant pit shells are combined to provide grade and contaminant specifications for Life of Mine (LOM) scheduling. Haul roads are divided into 50 m segments with appropriate cost increments applied to each segment using commercial haul road optimization software. This process electronically tags each block with haulage cost information as a function of distance of the relevant node (haul road) from the nearest crusher. The software then normalizes the data by calculating the equivalent flat haul distance, maintaining a gradient of less than 8% for all nodes.

The model is then depleted for mined material and blocks that have been otherwise committed for development or have been mined out and also for environmental constraints.

Environmental constraints include proximity to streams, designated heritage areas (both Aboriginal and European) and the water catchment offset. GIS software is used to continuously generate electronic shape files that are converted daily to string files for import into the mine design software. These are then used to deplete the model in relation to environmental constraints.

Mineralization that has been identified as being under infrastructure is scheduled for mining only after that infrastructure has been removed in the LOM plan.

Noise zones are those where noise from the mining operations will potentially exceed allowable levels and the operation actively seeks to maintain lower noise levels than those mandated. Mining in these areas is undertaken by contract miners on day shift only and attracts higher costs than conventional owner-operator mining, which is applied to most of the operation.

The regularized model is then coded for the above parameters and checked. All the above processes are logged, checked, and validated both electronically and visually. Electronic scripts are then run in the mine planning software, resulting in the reporting of Mineral Reserves.

Revenue for the Lerchs-Grossman optimization is applied as a transfer price obtained from Alcoa’s Financial Department. This revenue is related to the export price gained for refined alumina and is related to penalties for reactive silica content. Current revenue is $21.46/t. The optimization uses $0.48 per unit alumina based on the average grades that are agreed with the refineries. A discount rate of 12.00% is mandated by the Finance Department and applied to the NPV scheduler during the mine planning process. The price that constrains the estimate for optimization was discounted to exclude export logistics costs, i.e., the base price was $21.46/t (updated annually to reflect a reasonable market expectation of arms-length sales of bauxite from Darling Range), and the discounted price was $16/t.

The QP notes that costs and revenues used in this process demonstrate reasonable variations consistent with market trends over time and that revenue has remained constant over the past year.

In practice, the Grade Control Model is used to direct mining at the bench scale, because it has more up-to-date drilling data than the Mineral Resource Model. Reconciliation is undertaken between the Mineral Resource, Mineral Reserve and Grade Control Models, with the QP observing the reconciliations between Mineral Resource and Grade Control Models

 

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to be within acceptable parameters. Reconciliation of the Mineral Reserve model has not been regularly undertaken in the past and this process was observed to be in development.

Figure 12‑4 shows an example of the reconciliation between Resource and Grade Control models undertaken regularly by Alcoa.

Figure 12‑4: Example of Reconciliation Between Mineral Resource and Grade Control Models for Tonnage, Al, Si, and OX (Alcoa, 2022)

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The resultant pit shells are scheduled using specialist automated mine scheduling software. A text file containing the model and its parameters is exported to the scheduling software, which is programmed with current wait times and the current mining capacity of 26.5 Mtpa (Huntly) & 11 Mtpa (Willowdale). The software calculates and defers, as much as possible, capital haul road development costs for each block and identifies an optimal schedule.

Sustaining capital is calculated and added for haul road maintenance and equipment replacement. Not all machinery is capitalized, some being leased, and this is included in the operating cost. Review of ownership costs against leasing is constant and appropriate factors applied to the model.

The resultant model is coded for grade and contaminants and blocks are flagged with the appropriate mining sequence. Mineral Reserve blocks are contained within the LTMP schedule. The model is then re-exported as a text file to the mine planning software and distributed to the relevant mine planning departments and mine closure engineers for detailed planning.

12.6.3 Abandoned Resources

Some planned mining areas that are included in the schedule are unable to be totally mined for a variety of operational reasons. These reasons usually relate to issues with rock outcrops, hard ground, contamination and access difficulties that are encountered when developing a new mining area. This process drives the continuous development of new mining areas to maintain production capacity.

Alcoa’s recorded average abandoned mineralization between 2016 to 2019 (inclusive) is estimated at an average of 1.5% of Huntly and 2.0% of Willowdale planned production but can vary materially. These factors are applied to forecast production in the Mineral Reserve estimation process.

12.7 Cut-off Grade

The cut-off grade used for mine production planning is a floating cut-off grade, dependent on capital and operating costs against a fixed product revenue at the refinery gate. These revenues are updated at least annually by Alcoa’s Finance Department and are observed by the QP to be updated annually to reflect a reasonable market expectation of arms-length sales of bauxite from the Darling Range.

The cut-off grade is thus cost-driven rather than revenue driven. Operating costs are observed to be driven by haulage distance and the use of contract mining in areas where mining is undertaken on day shift only due to environmental restrictions. Haulage distance is related to the presence or absence of capital haul roads and their maintenance costs.

 

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The current nominal cut-off grades for Alcoa’s Darling Range operations are 27.5% for AL and 3.5% for SI. Commodity pricing is described previously in Section 12.6.2.

12.8 Metallurgical Factors

The Huntly and Willowdale Darling Range mining operations feed three refineries: Kwinana, Wagerup and Pinjarra. The Huntly mine provides feed for the Kwinana and Pinjarra refineries and the Willowdale mine provides feed for the Wagerup refinery. Ore is transported via conveyor belt from the relevant crushers, and the battery limit for the mining process is the refinery gate. All three refineries are established, mature and use the conventional low-temperature Bayer refining processes.

The refineries are designed to accommodate long-term average bauxite and impurity grades from the mines. Internal Alcoa specification contracts are established between the refineries and each of the mining operations and these contracts are updated annually and contemplate a five-year mine plan. These contracts set impurity targets, the key impurities being SI, oxalate, and iron. Mineral processing testing is discussed in Section 10.0, and processing and recovery in Section 14.0.

The internal LOM (nominally 2045) specification for bauxite is based on a 27.5% AL cut-off grade, which has not been optimized but is supported by the extensive operating history at the three refineries.

Deleterious elements are managed within contracted limits by blending at each mine, with the aim of minimizing variation. The refineries conduct metallurgical test work to ensure that any potential effects of variance caused by new mining areas are understood.

Geometallurgical analysis is conducted on drill hole samples using FTIR analysis as a primary method. A subset of the samples is assayed using conventional analytical procedures, with the results used for FTIR batch calibration and quality assurance purposes. The Mineral Resource model is coded for geometallurgical grades for available alumina and reactive silica. This information is reported in the Mineral Resource estimate as well as the Mineral Reserve estimate.

The Mineral Reserve is based on geometallurgical criteria that have been set by the refineries as suitable for producing alumina to agreed product marketing specifications.

It was announced in January 2024 that the Kwinana refinery will undergo phased curtailment beginning in the second quarter of 2024. Current mine plans do not accommodate this curtailment but will be amended to include a staged reduction of supply to the refinery through the third quarter of 2024.

12.9 QP Opinion

The QP considers that, because of the integrated process by which Measured and Indicated Mineral Resources translate to Mineral Reserves for Alcoa’s Darling Range operation, there are no foreseeable risks associated with Modifying Factors (mining, processing, metallurgical, infrastructure, economic, marketing, legal, environment, social, or government) that materially affect the Mineral Reserve estimate at 31 December 2023.

The operations are sensitive to actual mined grade, as such lower alumina or higher reactive silica grades remain a risk to the overall economics. Alcoa have demonstrated through their Grade control program an effective control to minimizing the dilution and mining at their forecast grades. The grade control is particularly important along ore-waste boundaries to maintaining expected mined grades, Alcoa demonstrate processes to handle and define boundaries to mitigate these risks.

Haul distance is considered a risk factor due to the hauling cost making up a significant portion of the mining cost. Hauling is also directly linked to fuel cost and maintenance, the

 

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combination of an increased hauling distance as well as an increase in fuel cost and maintenance would result in a significant impact on the operational costs. Haul distances to Reserve blocks typical increase over time until such time there is a plant relocation and so there is an expected increase in hauling distance in the medium term. Alcoa manage such risks by defining when then major plant needs to be relocated.

Alcoa may be unable to obtain or retain necessary permits, which could adversely affect its operations. The Darling Range operation is subject to extensive permitting requirements. The requirements to obtain and/or achieve or maintain full compliance with such permits can be costly and involve extended timelines and possible delays. Alcoa strives to obtain and comply with all required permits but there can be no assurance that all such permits can be obtained and/or always achieve or maintain full compliance with such permits.

 

 

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13.0 Mining Methods

13.1 General Description of Operations

The Huntly and Willowdale mines employ conventional open pit mining practices and equipment. The fleet is mixed between contract and owner-operator, depending on the nature of the task at hand. Owner operator equipment is used for mining the bulk of the Mineral Reserve, operating in areas away from those subject to environmental restrictions. Contract mining operates smaller equipment, day shift only, in environmentally (noise) sensitive areas and at the perimeter of the mining area.

The Huntly mine currently operates at a nominal mining capacity up to 27 Mtpa. The Willowdale mine operates at a nominal production rate of 11 Mtpa.

The Darling Range operations currently have a nominal expected mine life until 2045 (when ML1SA expires), although provision exists for Alcoa to apply for a further mineral lease (Section 3.2). Long Term Mine Plans for scheduling of mineralization classified as Mineral Resources for estimation as Mineral Reserves (Section 12.6.1). Mining units of 15 m by 15 m by 0.5 m vertically are in use at the operations (Section 12.6.2).

Dilution and ore loss are not reported separately to the Mineral Reserve (Section 12.5). Internal and edge dilution is modelled at the mine planning stage through the application of 15 m by 15 m mining blocks to the Mineral Resource model. These regularized blocks contain proportional estimates of ore and contaminants and are optimized through the application of a Lerchs-Grossman algorithm developed specifically for the operation. This variation of the conventional Lerchs-Grossman algorithm is applied vertically, given that the shallow nature of the mineralization precludes geotechnical considerations. Blocks that do not satisfy grade and contaminant parameters against revenue are thus excluded from the mine plan.

Mining recovery from Huntly and Willowdale are estimated to be 96% and 98%, respectively.

Figure 3‑3 shows the outlines of mined areas, Mineral Resources, and Mineral Reserves, which are collectively taken as representing the final pit outline, as currently understood. This does not account for any required extensions or additional licenses and assumes that all Mineral Resources and Mineral Reserves are ultimately mined.

13.1.1 Clearing

Following definition of Mineral Reserve blocks, vegetation is cleared ahead of mining by the Western Australian State Forest Products Commission (FPC), saleable timber being harvested for use. Clearing approval is sought ahead of mining allowing time for harvesting of saleable timber before vegetation clearing.

13.1.2 Stripping

On receipt of clearance to proceed from the FPC, Alcoa operations commence stripping topsoil and Secondary Overburden Removal (SOBR) using small excavators, scrapers, and trucks. Soil is stockpiled at the site, away from the proposed pit, for rehabilitation purposes. Soil is stockpiled in windrows in such a manner that it maintains its organic viability.

The dieback fungus (Phytopthora spp.) is endemic in parts of the mining areas, which are flagged by Alcoa and precautions are taken to contain the fungus, which is lethal to the eucalyptus forest. The QP observed these precautions, which include separation of machinery fleets in areas where dieback is present and washing of machinery before entry into different areas. This represents a minor short-term scheduling challenge, though it is well managed.

 

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13.1.3 SOBR

The SOBR process is specialized and aims to remove as much overburden and organic material from the top of the mineralization as possible. This organic material reacts with NaOH in the refinery to produce oxalates, which are deleterious to the process. After scrapers have removed the topsoil and overburden, two small (60t class) excavators equipped with swivel buckets are used to scrape clay containing organic material from the undulating surface of the hardcap that sits on top of the mineralization. This is later used to backfill mined out areas.

Figure 13‑1: SOBR (SLR, 2022)

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The SOBR process is applied to those areas where hardcap has been identified by Resource definition drilling, using the drillers’ logs. The hardcap is drilled and blasted before mining with the rest of the bauxite sequence.

In areas without hardcap, wheel tractor-scrapers of 24 m³ capacity remove soil overburden, scraping directly to the top of the mineralization model surface, being controlled by GPS. This material is similarly stockpiled for rehabilitation or used as backfill in exhausted mining areas.

 

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Figure 13‑2: Topsoil Removal (Background), Blasting of Hardcap and Marking of Ore (foreground) (SLR, 2021)

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A surface miner is employed in limited areas of hardcap in the vicinity of blasting-sensitive infrastructure such as power lines. The surface mining is also employed in lieu of SOBR where appropriate, for example, where there are high levels of contaminants in the hardcap. During the 2023 visit the surface miner was not operational.

13.1.4 Mining

Mining progresses on 4 m benches, utilizing a contour-mining sequence, cutting benches across the topography, working from top to bottom, maintaining the flattest floor obtainable to a maximum gradient of 1:7. Most of the mineralization lies beneath a gently undulating topography and contour mining is minimal.

 

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Figure 13‑3: Contour Mining (SLR, 2021)

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On completion of overburden removal, the exposed surfaces are sheeted with 0.25 m of suitable mineralized material taken from the dozed second cut in adjacent pits. Where hardcap is present, a drill rig is mobilized, and the hardcap drilled and blasted on an appropriate pattern to fragment the hardcap.

Trucks haul the mined ore to fixed crushers, which crush the material to varying sizes (refer to Section 14.0) before conveying down the escarpment to the refinery where it is stockpiled to give surge capacity.

No visual grade control is applied, the ore contacts being gradational. Grade control is achieved by mining to electronic ore surfaces derived from drill assays, control being achieved using GPS equipped equipment, the GPS being regularly calibrated.

Blending takes place at the pit face before which the crushed ore from different pits is assessed using specialist short-term mine planning software and pit production is scheduled to achieve the desired blend.

The QP is of the opinion that considering the style of mineralization, the average depth of the deposit, and the material characteristics of the overburden material whereby it is amenable to ripping / excavation using conventional earth-moving equipment, the open pit mining method adopted at Darling Range is the most appropriate method for the Mineral Reserves.

13.2 Haul Roads and Infrastructure

13.2.1 Haul Roads

Haul roads are the limiting factor to the mining operations. Major haul roads are established to each mining area, honoring the topography at the least possible gradient. Roads are unsealed and formed by conventional bulldozer and grader and sheeted with appropriate material. Once established, haul road maintenance was observed to be continuous and forms part of the operating cost for each mining area. Haul roads are observed by the QP to be treated as sustaining capital in an appropriate manner.

 

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Figure 13‑4: Truck on Haul Road (SLR, 2021)

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Figure 13‑5: Haul Roads with Berms (SLR, 2021)

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Secondary haul roads to individual mining areas are formed in the same manner, with provision for rehabilitation once mining is complete.

The Darling Range climate is subject to wet winter months and trafficability of haul roads during these months is included in mine planning. Redundancy during wet months is planned for, allowing well drained areas to be mined in the wet.

 

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There are some restrictions to the establishment and operation of haul roads, and these are incorporated into the road design and operation:

Water runoff from the roads is impounded in sumps and these were observed to be well formed and appropriate, being regularly dewatered, emptied of sediment and cleaned. This water is either re-used for dust suppression or road-forming purposes or is decanted for release in an approved manner.

Dieback control necessitates separation of machinery between that which operates in dieback-prone and dieback-free areas. This presents short-term scheduling challenges that were observed to be well controlled.

Proximity to a major water catchment restricts the volume of hydrocarbons that may be taken into particular areas around the catchment. This was observed to be adhered to, with particular road rules and scheduled delivery of approved volumes of hydrocarbons along haul roads that are specially formed with impoundments in the event of spillage.

The QP has observed that Alcoa’s Darling Range operations have a well-established system for haul road design, construction, maintenance and regulation and that this does not present a major impediment to mining efficiency.

13.2.2 Infrastructure

The main elements of infrastructure at Alcoa’s Darling Range mining operations are the location of crushers and conveyors to the refineries. These crushers form hubs for the mining operations, connected by the primary haul roads and are scheduled to be moved every ten years or so, in accordance with the requirements of the mining schedule and the location of ore as the mines progress. This crusher movement is planned well in advance and is treated as sustaining capital expenditure.

The crushers seem relatively light duty for a mining operation and are well maintained. Similarly, the conveyors, which operate all year round and are covered, negating any potential effect of weather.

Figure 13‑6: Covered Conveyor (SLR, 2021)

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SLR Project No.: 410.065239.00001

 

Both the crushers and conveyors were observed to be in excellent condition and subject to scheduled maintenance, including replacement of conveyor belts.

Other ancillary equipment includes offices, ablutions, crib-rooms, and workshops, all of which were observed to be in excellent condition.

13.3 Geotechnical and Hydrogeology Considerations

Based on their long operating history, Alcoa’s approach to mine stability has largely been based on strong pit performance. Mining at Alcoa’s Darling Range operations is very shallow, pits being an average of 4 m deep. Consequently, geotechnical considerations are negligible other than immaterial localized batter failures. Similarly, the mining areas are elevated and well drained and groundwater and surface water hydrology is not material in these areas other than the catchment, impoundment, and decantation of runoff during the wet winter months. No drainage diversion occurs or is necessary because the mineralization sits between the stream beds and the bauxite occurs above the groundwater table. Deeper bauxite may be seasonally affected by the water table and is scheduled to be mined in summer. Backfilling of these places occurs before the rain raises the water table.

Contour mining (Figure 13‑7) is practiced in areas of relatively steep topography, maintaining access ramps at less than 1:8 gradient and mining across the contour and downwards, creating a flat working floor. Hydrological considerations in these areas include management of runoff during the wet winter months and trafficability.

Mine overburden is progressively backfilled into adjacent exhausted pits (Figure 13‑8), topsoiled, landscaped (Figure 13‑9), and rehabilitated by re-establishment of native vegetation (Figure 13‑10), creating a stable post-mining landform that replicates the pre-existing environment. Recommended pit design constraints are shown in Table 13‑1.

 

Table 13‑1: Alcoa Recommended Pit Design Constraints

Feature

Constraint

Pit total void Crest/Toe offset

0.15m

Maximum floor cut for a digger

4m. Recommended 3.5m

Maximum floor cut for a loader (depending on loader size)

7m. Recommended 6m (depending on loader size)

Dozer Push

Recommended 50m but can be dependent on the pit and extraction

Minimum Cut depth (non terrace)

Huntly 2m, WDL 1.5m

Maximum Cut depth before a berm

8m cut, then a 7.5m berm is required

Offset to Non blasted ground

 7.5m

WSP-Golder were engaged by Alcoa to undertake a desktop study and gap analyses in February 2023 as part of broader scope to develop a ground control management plan for their Huntly and Willowdale operations. As part of the study, critical geotechnical hazards were identified with any associated failure mechanisms. These include rock fall, excavator stability whilst loading, dump / stockpile stability and land slips / rotational failure of batters. Surface water and groundwater are closely interlinked and are considered a major trigger for initiating all of these events. A geotechnical training package has been developed in order to provide training to mine operating staff. Ideally, all employees should be able to identify warning signals and are responsible for making the mine a safe place to work. All hazards

 

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are site specific related to Huntley and Willowdale operations. Recommendations for controls have been provided and can be applied as part of standard work procedures.

Alcoa intends to start mining in areas with steeper terrain and where mine plans indicate potentially higher walls adopting multi batter slopes. WSP-Golder consider more in-depth design is required for these proposed cuts given there is no precedent to predict slope performance. It is recommended this include investigation work to collect samples and carry out laboratory testing for material strength characterization and stability analyses. This would be recommended in areas with planned high walls. A forward work plan with more detailed recommendations is available.

Figure 13‑7: Contour Mining (SLR, 2021)

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Figure 13‑8: Soil Being Returned for Backfilling and Landscaping the Pit (Alcoa, 2018)

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Figure 13‑9: Landscaped Mining Area, Prior to Replanting of Forest (SLR, 2021)

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Figure 13‑10: Rehabilitated Pit Through Re-plantation of Native Vegetation (SLR, 2021)

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13.4 Mine Equipment

Mining is undertaken by 300 t and 200 t-class excavators top-loading 190 t capacity rigid-bodied mining trucks (Figure 13‑11). This fleet was observed by the QP at Huntly to be aged. The equipment has undergone relatively light duties for a mining fleet, which prolongs its life. Sustaining capital is being invested in equipment replacement and modernization at Willowdale, progressively working toward Huntly. New equipment includes 250 t-class excavators and 190 t-class trucks.

A full list of equipment at Darling Range is provided in Table 13‑2.

 

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Figure 13‑11: Ore Mining at Darling Range (SLR, 2021)

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Table 13‑2: Darling Range Operations Equipment List

Location

Classification

Type

No. Units

Huntly

Primary

Excavator

7x CAT 336D

2x Komatsu PC3000

4x Hitachi 2600-7

Haul truck 1

8x CAT 789C (190T)

9x CAT 789D (190T)

Ancillary

Bulldozer / Loader

3x CAT D11R

1x CAT 992K

2x CAT 993K

2x CAT 980 Loaders

Grader

2x CAT 16M

1x CAT 24M

Scrapers

5x CAT 637G

Low Loaders

1x CAT 785C (250T)

1x CAT 777G (150T)

Water truck

3x CAT 785C

Drills

3x Atlas Copco L6 (Blast)

5x WB93 (Exploration)

 

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Willowdale

Primary

Excavator

2x Hitachi ZX360

1x CAT 336D

2x Komatsu PC2000

2x Komatsu PC3400

Haul truck 1

12x Komatsu 730E (190T)

Haul truck 2

1x HD1500 (150T)

Ancillary

Bulldozer / Loader

3x CAT D11T

1x CAT 993K

1x CAT 992G

1x Komatsu WA320

Grader

1x CAT 16H

1x CAT 18M

Scrapers

3x CAT 637K

1x CAT 637G

1x CAT 637E

Low Loaders

1x CAT 785D (220T)

Water truck

2x CAT 777F

2x Komatsu 730E

Drills

2x Epiroc D50 (Blast)

13.4.1 Contractors

Alcoa’s practice in noise sensitive areas such as the perimeter of the operation near residents is to engage contractors. These areas operate on day shift only and attract higher operating costs than the main production areas. The flexibility required in these areas precludes the use of the primary owner-operator fleet and equipment is dry or wet hired or mining takes place under conventional schedule of rates contracts.

Alcoa also engages contractors for aspects of haul road construction services, in select areas of pit development, and during landscaping activities for rehabilitation after mining.

This practice has led to the establishment of a secondary contracting industry around the Darling Range operations. Contractors are overseen by Alcoa personnel.

13.4.2 Ancillary Equipment

Ancillary equipment at Alcoa’s Darling Range operations includes a fleet of bulldozers, graders and loaders that are primarily used for haul road formation, pit development (for the removal of overburden and blasted caprock) and ground preparation for digging, landscaping, clean-up, and road maintenance.

The SOBR process requires small excavators, articulated trucks, scrapers, and specialist skills to grub organic-containing clay from the top of the mineralization.

 

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Figure 13‑12: Blasthole Drill Working on Hardcap (SLR, 2021)

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All ancillary equipment was observed to be in good and well-maintained conditions, the conditions being relatively light duty in comparison to other Western Australian mining operations. The current mining areas are shown in Figure 3‑2.

13.5 Personnel

The main production mining operations are primarily Owner-operated using Alcoa equipment and employees. Contractors are also used for certain activities on site.

Three unions are recognized at the operations:

The Australian Workers Union (AWU), which covers most of the operations workers

Australian Metal Workers Union (AMWU), which covers the metal trades, being fitters, boilermakers and mechanics

Electrical Trades Union (ETU), which covers the electricians

Lost time during strikes is generally uncommon. The Enterprise Agreements (EA) have varied timing for expiration. The AMWU Agreement, negotiated in early 2023, will expire in April 2027. The ETU EA was negotiated at the end of 2021, with a 4 year term and the AWU Agreement was negotiated in the fourth quarter of 2023, with a 2.5 year term.

Alcoa’s Darling Range operations were observed to have a stable workforce, drawn from the surrounding areas. The location is highly desirable in the Western Australian mining context and skilled personnel are readily attracted to the operations. Primary haul roads are named after personnel with greater than forty years’ service and there are many of these.

 

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Employee turnover is below industry standard, as the drive in, drive out nature of the work attracts many to work at Alcoa.

As of December 2023, the Huntly and Willowdale operations together employ 899 employees consisting of 48 technical, 80 management and 771 operations employees. Additionally, 98 employees are centrally employed on the combined operations.

A breakdown is shown in Table 13‑3 (current vacancies not accounted for).

Table 13‑3: Darling Range Personnel

Location

Classification

No Personnel

Huntly
606

Technical

37

Management

51

Operations

518

Willowdale
293

Technical

11

Management

29

Operations

253

Central
98

Technical

18

Management

25

Operations

55

Total

997

 

 

 

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14.0 Processing and Recovery Methods

14.1 Process Description

The process plant for the Darling Range operations consists of two separate crushing facilities at the Huntly and Willowdale mines. Both facilities crush the ROM and convey the crushed ore to three separate refineries.

The Willowdale operation consists of a single stage crushing flowsheet and includes a series of conveyors to transport the crushed ore at an annual throughput of 10 Mtpa. The ROM is discharged from trucks on a dump hopper. An apron feeder transfers the ore from the dump hopper to a vibrating grizzly with an aperture of 180 mm. The grizzly oversize is discharged into a single toggle jaw crusher which crushes the ore to a top size of 180 mm. A hydraulic rock breaker is installed at the crusher to break the larger rocks that do not pass through the crusher opening. The crushed product and the grizzly undersize are discharged on to a discharge conveyor and subsequently discharged on to an overland conveyor. The discharge conveyor is fitted with a tramp magnet to remove any metal that is present along with the crushed ore product. The overland conveyor, which is 9.4 km long, transports the crushed ore to an intermediate transfer station. The ore is then transported by a second overland conveyor, 8.8 km long, to the transfer station located at Wagerup. An apron feeder is used to transfer the crushed ore from the Wagerup transfer station on to a stockpile conveyor and subsequently discharge on a stacker conveyor. The stacker conveyor discharges the ore into two separate stockpiles. The crushed ore is then reclaimed from there for processing in the Wagerup refinery. The total capacity of the stockpiles is approximately 0.7 Mt and sufficient for three weeks of feed to the refineries.

A simplified block flow diagram of the Willowdale operation is shown in Figure 14‑1.

Figure 14‑1: Simplified Block Flow Diagram of the Willowdale Operation

img97457026_132.jpg 

The Huntly operation consists of multiple stages of crushing and includes a series of conveyors to transport the crushed ore to the refineries at an annual throughput of 25 Mtpa.

 

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The primary crushing is achieved by two similar crushing circuits operating in a parallel configuration. The ROM is discharged from trucks on dump hoppers. Apron feeders transfer the ore from the dump hopper to vibrating grizzlies with an aperture of 180 mm. The grizzly oversize fractions are fed to jaw crushers which crush the ore to a top size of 200 mm. The crushed product and the grizzly undersize are discharged on to discharge conveyors and transferred to the secondary crushers (sizers). The discharge conveyors are each fitted with a tramp magnet to remove any metal that is present in the crushed ore. Secondary crushing is achieved in sizers with the objective of reducing the ore particle size to a top size of 100 mm. The secondary crusher product is transported by three overland conveyors (operating in series with two intermediate transfer stations in between) to a transfer station and randomly split into two by a splitter bin.

One fraction from the splitter bin is transferred by another overland conveyor and discharged into a stockpile conveyor via an apron feeder. The stockpile conveyor transfers the ore and subsequently discharges onto a stacker conveyor. The stacker conveyor discharges the ore into two separate stockpiles identified as Stockpile 1 and Stockpile 2. The crushed ore is then reclaimed from there for processing in the Pinjarra refinery. The second fraction of the ore is transported by an overland conveyor to an apron feeder, to a transfer conveyor and then split again to two fractions by a splitter chute located at a separate transfer station. One of the splits from the splitter chute is currently destined for Kwinana refinery and the other split is destined for Pinjarra refinery.

The fraction for the Pinjarra refinery is transported by stockpile conveyor and subsequently discharged on to two sperate stockpiles (identified as Stockpile 3 and Stockpile 4) via a stacker conveyor. The ore is then reclaimed from the stockpiles for processing in Pinjarra refinery along with the ore from Stockpile 1 and Stockpile 2.

The split for Kwinana refinery is transported by a conveyor and processed by a tertiary crushing circuit consisting of two roller crushers operating in parallel configuration. The tertiary crusher product with a top size of 25 mm is transferred by a stockpile conveyor and discharged into two separate stockpiles identified as Stockpile 5 and Stockpile 6 via a stacker conveyor. The crushed ore from Stockpiles 5 and Stockpile 6 is reclaimed and transferred by a reclaim conveyor to a surge bin for subsequent loading and transport to the refinery by train. A simplified block flow diagram of the Huntly operation is shown in Figure 14‑2.

 

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Figure 14‑2: Simplified Block Flow Diagram of the Huntly Operation

img97457026_133.jpg 

14.2 Primary Equipment List

The primary equipment lists of the Willowdale, and Huntly operations are shown in Table 14‑1 and Table 14‑2.

Table 14‑1: Primary Equipment List (Willowdale)

Equipment

Quantity

Installed Power (kW)

Apron feeder

1

264

Vibrating grizzly

1

75

Primary Crusher

1

355

Discharge conveyor

1

132

Overland conveyor

1

2500

Overland conveyor

1

1800

 

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Apron feeder

1

75

Stockpile conveyor

1

300

Stacker boom conveyor

1

110

Table 14‑2: Primary Equipment List (Huntly)

Equipment

Quantity

Installed Power (kW)

Apron feeder

1

260

Vibrating grizzly

1

55

Primary Crusher

1

250

Discharge conveyor

1

140

Secondary crusher

1

1000

Apron feeder

1

260

Vibrating grizzly

1

75

Primary Crusher

1

250

Discharge conveyor

1

140

Secondary crusher

1

1000

Overland conveyor

1

7500

Overland conveyor

1

5000

Overland conveyor

1

6100

Apron feeder

1

75

Overland conveyor

1

1500

Apron feeder

1

55

Apron feeder

1

75

Overland conveyor

1

1350

Apron feeder

1

110

Stockpile conveyor

1

225

Stacker boom conveyor

1

110

Yard conveyor

1

250

Stockpile conveyor

1

150

Stacker boom conveyor

1

110

Conveyor

1

250

Apron feeder

1

75

Tertiary crusher

1

370

Apron feeder

1

75

Tertiary crusher

1

370

Stockpile conveyor

1

300

Stockpile boom conveyor

1

110

Bucket wheel reclaimer

1

264

 

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Reclaim bridge conveyor

1

110

Transfer conveyor

1

280

Reclaim conveyor

1

280

Reclaim conveyor

1

900

14.3 Consumables and Power

The power consumption of the Huntly operation is approximately 8,000 MWh to 9,000 MWh per month. The Willowdale power consumption is approximately 2,000 MWh per month.

The process plant is a dry crushing operation and therefore water is only required for dust suppression and is included as part of mine water consumption. Water is not required as a consumable for the plant.

Other consumables of the process plant include crusher liners, screen panels and spares for feeders and conveyors. These are kept on site and replaced as part of the routine maintenance schedule according to manufacturer’s guidelines.

Personnel requirements for the operation and maintenance of the plant as described are included in Table 13‑3.

14.4 QP Opinion

The QP is of the opinion that the selected processing method and the flowsheet are suitable for Darling Range operations. It is important to note that the ore head grades meet the refinery specifications for processing in terms of AlO grades and SiO grades, this means the ore can be directly shipped to the refinery for further processing without any upgrading in the mineral processing plant. The crushing circuit reduces the particle size suitable for conveying as well as to meet particle size specified by the refinery.

 

 

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15.0 Infrastructure

The infrastructure for the mining operations is established and operational. In 2021, the infrastructure hub for Willowdale was relocated 16 km southwards from Orion (after having been based there for 21 years) to the Larego Hub which is located about 20 km north-east of the town of Harvey. The hub hosts administrative offices, as well as crushing facilities and maintenance facilities. The Orion Hub site is currently being rehabilitated with infrastructure decommissioning planned for 2024.

The mining hubs are relocated periodically as production moves away from the hub and thus transportation costs increase. Alcoa plans for the Larego Hub to be in place for approximately 20 years, though this is the fourth relocation since the mines opened in the 1970s/80s (approximately 13 years on average). The mining hub relocations are well-understood with planning and associated budgeting occurring well in advance of relocations; production restarted seven days after the most recent shutdown.

An extensive haul road network, rail, and overland conveyors transport crushed bauxite from the Hub to the refineries on the coast (namely Kwinana, Wagerup and Pinjarra). Bauxite is transferred from each mine to the refineries primarily via long distance conveyor belt, apart from the Kwinana refinery which receives bauxite via railway. The Alumina produced by the three refineries is then shipped to external and internal smelter customers through the Kwinana and Bunbury ports.

It was announced in January 2024 that the Kwinana refinery will undergo phased curtailment beginning in the second quarter of 2024. Current mine plans do not accommodate this curtailment but will be amended to include a staged reduction of supply to the refinery through the third quarter of 2024.

The infrastructure layout for the Darling Range operations is shown below (Figure 15‑1).

 

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Figure 15‑1: Infrastructure Layout (Alcoa, 2022)

img97457026_134.jpg 

15.1 Access Roads

The Darling Range is readily accessible via road from Perth and surrounding areas. The mines are near the towns of Pinjarra and Waroona. Both towns are easily accessible via the

 

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national South Western Highway, a sealed single carriageway road, which starts on the southern side of Perth and continues for almost 400 km to the southwest corner of Western Australia.

The Huntly mining area is accessible from the South Western Highway via Del Park Road, a sealed single carriageway road which connects the town of North Dandalup in the north with Dwellingup in the south. From Del Park Road, a further sealed road which follows the route of the bauxite conveyor to the Pinjarra refinery provides access to the Huntly site.

The Willowdale mining area is similarly accessible from the South Western Highway via Willowdale Road, a sealed single carriageway road to the south of Waroona.

Major haul roads have been established to each mining area. Roads are unsealed and require continuous ongoing maintenance which was observed during the site visit. Secondary haul roads, also unsealed, cross-cut each individual mining plateau.

15.2 Power

The Darling Range’s Pinjarra refinery receives power from the South West Interconnected System (SWIS). The refinery also has internal generation capacity of 100 MW from 4 steam driven turbine alternators, with steam produced by gas fired boilers and a gas turbine Heat Recovery Steam Generator (HRSG). The refinery supplies power to the Huntly Mine by three different power supply lines (a single 33 kV and two 13.8 kV).

Willowdale Mine has a single 22 kV power supply fed from the Wagerup refinery. The Wagerup refinery is a net exporter of power to the SWIS, with internal generation capacity of 108 MW from three steam driven turbine alternators and one gas turbine. The steam is produced by gas fired boilers.

The power consumption of the Huntly operation is approximately 8,000 MWh to 9,000 MWh per month. The Willowdale power consumption is approximately 2,000 MWh per month.

15.3 Water

Water is used on the mines for dust suppression, dieback washdown, vehicle washdown, workshops, conveyor belt wash, construction, and domestic purposes. The water supplies for mining consist of licensed surface water sources supplemented with treated wastewater from vehicle washdowns, stormwater runoff and maintenance workshops.

The WA mines are licensed by the Department of Water and Environmental Regulation (DWER) to draw surface water from five locations to meet their water supply requirements. The Huntly mine draws water from Banksiadale Dam and Boronia Waterhole. Huntly mine also holds a license to draw water from Pig Swamp and Marrinup, however these resources are retained as a backup water supply and have not been utilized in recent years. Huntly mine is also permitted to draw water from South Dandalup Dam under an agreement with the Water Corporation. A pumpback facility from South Dandalup Dam to Banksiadale Dam is used to raise levels in Banksiadale Dam during periods of low rainfall runoff. Willowdale Mine draws water from Samson Dam.

Table 15‑1 summarizes the license allocation for water usage. In 2022, water abstraction comprised approximately:

53% of the annual entitlement from Boronia Dam

22% from Banksiadale Dam

70% from Samson Dam.

An additional 651,840.7 kL was also abstracted from South Dandalup Dam under the agreement with Water Corporation.

 

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Table 15‑1: Water Abstraction License Volumes

Site

Water Source

Surface Water License

Annual Water Entitlement

Huntly

South Dandalup Dam

N/A

N/A

Huntly

Banksiadale Dam

SWL63409

500,000

Huntly

Pig Swamp Waterhole

SWL153635

30,000

Huntly

Boronia Waterholeon Marrinup Brook

SWL83356

70,000

Marrinup Nursery

Lot 908 on Marrinup Brook

SWL68893

45,000

Willowdale

Samson Dam

SWL61024

450,000

15.4 Accommodation Camp

There are no Alcoa accommodation facilities within the Darling Range. As described above, the Huntly and Willowdale mining areas are within proximity to established population centers including Pinjarra approximately 30 km to the southwest of Huntly and Waroona approximately 20 km northwest of Willowdale.

On site facilities includes offices, ablutions, crib-rooms, and workshops, all of which were observed to be in excellent condition.

15.5 Mine Waste Management

15.5.1 Tailings Disposal

No tailings are generated within the boundaries of the mining operations. The management of tailings generated downstream at the refineries is beyond the boundaries of the Darling Range mining operations and are therefore not considered in this TRS.

15.5.2 Waste Rock Disposal

Alcoa’s Darling Range mining operations do not produce mine waste or “mullock” in the same manner as conventional mining operations and waste dumps are not constructed.

Topsoil and overburden from Darling Range ore blocks is carefully segregated for later rehabilitation of adjacent, completed mining operations. Overburden is used to backfill these shallow, completed pits and the topsoil spread on top and contoured. Maximum slopes (angle and length) are defined in the Completion Criteria. If topsoil has been harvested and stored for up to three months prior to use as a rehabilitation input it is considered ‘direct-return’ and seeding may not be undertaken. If it is older than 3 months, it is considered ‘fallow’ and requires seeding. Nursery-raised seedlings are also used in rehabilitated areas.

To date, some 20,000 ha of mined areas have been backfilled and reforested, which represents around 75% of the area mined since 1966, including areas reserved for long-term infrastructure. Rehabilitation standards are described in Alcoa’s 2016 statutory Bauxite Mine Rehabilitation Completion Criteria. These completion criteria have been progressively revised since inception in the 1990s.

 

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Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

16.0 Market Studies

16.1 Overview

Alcoa Corporation is a vertically integrated aluminum company comprising bauxite mining, alumina refining, aluminum production (smelting and casting), and energy generation.

Through direct and indirect ownership, Alcoa Corporation has 27 locations in nine countries around the world, situated primarily in Australia, Brazil, Canada, Iceland, Norway, Spain, and the United States. Governmental policies, laws and regulations, and other economic factors, including inflation and fluctuations in foreign currency exchange rates and interest rates, affect the results of operations in these countries.

There are three commodities in the vertically integrated system: bauxite, alumina, and aluminum, with each having their own market and related price and impacted by their own market fundamentals. Bauxite, which contains various aluminum hydroxide minerals, is the principal raw material used to produce alumina. Bauxite is refined using the Bayer process to produce alumina, a compound of aluminum and oxygen, which in turn is the raw material used by smelters to produce aluminum metal.

Alcoa obtains bauxite from its own resources and processes over 80% of its combined bauxite production into alumina. The remainder is sold to the third-party market. In 2023, total Alcoa production was 41.0 million dmt (dry metric tonne) of bauxite.

Aluminum is a commodity that is traded freely on the London Metal Exchange (LME) and priced daily. Pricing for primary aluminum products is typically composed of three components:

i. The published LME aluminum price for commodity grade P1020 aluminum;

ii. The published regional premium applicable to the delivery locale; and

iii. A negotiated product premium that accounts for factors such as shape and alloy.

Further, alumina is subject to market pricing through the Alumina Price Index (API), which is calculated by the Company based on the weighted average of a prior month’s daily spot prices published by the following three indices: CRU Metallurgical Grade Alumina Price; Platts Metals Daily Alumina PAX Price; and Metal Bulletin Non-Ferrous Metals Alumina Index. As a result, the price of both aluminum and alumina is subject to significant volatility and, therefore, influences the operating results of Alcoa Corporation.

Unlike alumina and aluminum, bauxite is not a standard commodity traded on an index. Bauxite’s grades and characteristics vary significantly by deposit location and the value of bauxite deposits for each downstream refinery could be different, based upon:

refinery technology;

the location of each refinery in relation to the ore deposit; and

the cost of related raw materials to each refinery.

As such, there is no widely accepted index for bauxite. Most bauxite traded on the third-party market is priced using a value-in-use methodology. The key assumption for the value-in-use methodology is that both the (1) offered bauxite and the (2) comparative bauxite being used in the target refinery will generate the same refining cost. As such, using the known price for the comparative bauxite used in the target refinery, the offered bauxite price will then be derived by considering the bauxite characteristics and quality differences between the offered and comparative bauxite.

 

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S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

16.1.1 Market Fundamentals

Bauxite is the principal ore of alumina (AlO), which is used to produce aluminum. Bauxite mining and alumina refining are the upstream operations of primary aluminum production. China is the largest third-party seaborne bauxite market and accounts for more than 90% of all bauxite traded. Bauxite is sourced primarily from Australia and Guinea on the third-party market. In the long run, China is expected to continue to be the largest consumer of third-party bauxite with Guinea expected to be the majority supplier. Further, third-party traded bauxite is expected to be tight over the next decade, driven by China demand together with new supplies coming from Guinea.

Bauxite characteristics and variations in quality heavily impact the selection of refining technology and refinery operating cost. A market bauxite with high impurities could limit the customer volume an existing refinery could use, resulting in a discount applied to the value-in-use price basis.

Besides quality and geography, market fundamentals, including macroeconomic trends – the prices of raw materials, like caustic soda and energy, the prices of Alumina and Aluminum, and the cost of freight – will also play a role in bauxite prices.

16.2 Market: Darling Range

16.2.1 Operation

The Darling Range mines are part of an integrated operation of two mines, three refineries and two ports. Subsequent to 2021, production from the Darling Range mines (Huntly and Willowdale) was used exclusively for consumption by the integrated refineries.

Bauxite is transferred from each mine to the refineries primarily via long distance conveyor belt, apart from the Kwinana refinery, which receives bauxite via railway. The Alumina produced by the three refineries is then shipped to external and internal smelter customers through two ports, based in Kwinana and Bunbury.

16.2.2 Pricing

In 2016, Darling Range entered into a 5-year third-party sales contract with a major alumina producer in China. Following the expiration of the third-party sales contract at the end of 2021, all bauxite production from Huntly and Willowdale was consumed internally by the Darling Range.

The pricing mechanism of the third-party sales contract was based on a value-in-use methodology (as described in Section 16.1) that was anchored to the customer’s other bauxite sources at the time of execution, with a market adjustment factor linked to the Alumina price.

A price of $19.38/t was utilized for 2023 with an estimate for economic market-based factors applied throughout the LOM.

16.3 Contracts

All Darling Range production is shipped via conveyor or train to one of the Alcoa’s three Western Australia refineries.

Material operational contracts that are in place include:

Railway contract: Alcoa has a long-term contractual agreement with a third-party to deliver bauxite to one of its refineries. Pricing is based on a fixed rate schedule, payable on volume of bauxite delivered.

 

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S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Mining contractor contract: Alcoa has a current contractual agreement with a third-party to operate a designated mine region. The contractor is responsible for development, mining, hauling and rehabilitation of the designated mine pits; the contract runs a day-only operation. Pricing is based on a fixed rate schedule, payable on production tonnes.

Rehabilitation contracts: Alcoa has long-term contractual agreements with third-party suppliers to rehabilitate certain mined areas, ready for closure. Pricing is based on fixed rate schedules, payable either per hectare or on equipment and labor hire rates.

Fuel contract: Alcoa has a mid-term contractual agreement with a third-party to supply diesel fuel for mining operations. Pricing is based on market pricing for diesel, payable on volume consumed.

These types of contracts are typical of other similar mining operations.

 

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

17.0 Environmental Studies, Permitting, and Plans, Negotiations, or Agreements with Local Individuals or Groups

17.1 Environmental Studies

17.1.1 Existing Operations

Alcoa has established practices and processes for enabling conformance to environmental requirements. Sensitive areas are identified and managed ahead of disturbance. Environmental factors are taken into account prior to infill drilling; hence, mining blocks carrying environmental risks do not feature in the Mineral Reserves (for example, areas around granite outcrops and water courses have a buffer applied and are considered no-go areas from a mining perspective). Mining in some areas became more constrained in 2023 as a result of internal and external factors:

Alcoa’s ongoing consultation with the MMPLG

A third-party referral of Alcoa’s annual rolling five-year Mining and Management Programs (MMP) approval (required under the State Agreement Act framework)

Alcoa’s progress on the EP and EPBC Act assessment (beyond the scope of the MMP) to increase refinery production by 5% through the transition of mining from Huntly to the Myara North and Holyoake areas, as described in Section 3.6.

The Final 2023-2027 MMP was developed by Alcoa and approved by the Minister for State Development in December 2023. The MMP describes the way in which Alcoa mines within Mining Lease ML1SA. For example, Alcoa undertakes surveys to inform the mine plan development, characterization of ore quality and volumes, assess geotechnical conditions, identify constraints and protect or manage important environmental, cultural heritage and social values. Surveys include:

Vegetation mapping to delineate vegetation community types, ensure clearing does not have cumulative impacts on underrepresented species assemblages and identify critical habitat for known threatened species.

Establishment of forest reference vegetation monitoring plots to enable representative comparison with post-mining rehabilitation. Mean species richness of forest reference sites is utilized to measure the effectiveness of rehabilitation.

Black cockatoo surveys to locate trees that will be protected from disturbance, to minimize impact on these species. All nest trees and significant trees (as defined under technical guidance from the Department of Climate Change, Energy, the Environment and Water [DCCEEW]) are conserved with a buffer wherever they occur in the landscape. Habitat trees are conserved on haul road alignments, where the alignment can be adjusted to avoid these trees.

Assessment of Phytophthora dieback to inform activities which may cause soil disturbance, to manage dieback soils and prevent contamination of dieback free areas. This data is also utilized in soil movement and rehabilitation planning.

Baseline hydrology data acquisition to inform detailed design of mine pit and infrastructure.

Based on ongoing consultation with the MMPLG, significant work has been undertaken to improve the structure of the MMP to provide more comprehensive technical content to support ongoing and future mine operations. Alcoa acknowledges that future MMPs will continue to improve and evolve, based on feedback from review and consultation processes.

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

The MMP describes Alcoa’s proposed mining operations for the Huntly and Willowdale mines within ML1SA from 1 January 2023 to 31 December 2027. It excludes mine development activities associated with the Myara North and Holyoake mining regions currently under consideration by the EPA and DCCEEW. Changes from what was reported in the 2022 TRS under the previous MMP include but are not limited to:

Reduce mining activities inside higher risk areas within drinking water catchments.

Alcoa will not undertake any new pit clearing in any areas with an average pit slope greater than 16% within any Reservoir Protection Zone (RPZ, 2 km from reservoir top water level).

Increase rehabilitation and reduce open areas where possible, with priority in higher risk areas.

Maximum annual clearing footprint of 800 ha.

Revise the Rehabilitation Completion Criteria by 31 December 2024, in consultation with DBCA.

These changes have resulted in a presumed temporary decrease in operability and associated decrease in Reserve estimation.

Regarding existing operations, the threat of bushfires is the only significant naturally occurring risk identified to the Reserve estimation.

Bushfire mitigation and firefighting activities within state forest are managed by the Department of Biodiversity Conservation and Attractions (DBCA). Alcoa maintains fire access tracks as required by the working arrangement with DBCA and complies with requirements of the Bushfires Act including seeking exemptions for certain activities during Total Fire Bans. Asset protection zones are not mandated although Alcoa does maintain them around infrastructure as per internal standards to mitigate risk. Alcoa owned private property is maintained to local government requirements as per the requirements of the Bushfire Act.

Bushfires have occurred in the past, but to date have not had a material impact on production.

Overall SLR are of the opinion that the current plans address any issues related to environmental compliance, permitting, and local individuals or groups.

17.1.2 Future Mining Operations

Alcoa is modernizing its environmental approvals framework for its Huntly Bauxite Mine and Pinjarra Alumina Refinery, by referring future mining plans for assessment under Part IV of the Western Australian Environmental Protection Act 1986 (EP) and the Australian Environment Protection and Biodiversity Conservation Act 1999 (EPBC Act). The future mining plans that have currently been referred to both State and Federal departments propose to transition the Huntly Mine into the proposed Myara North and Holyoake mine regions within Alcoa’s Mining Lease ML1SA.

The Western Australian Environmental Protection Authority (State) has determined that the Pinjarra Alumina Refinery Revised Proposal (Assessment No. 2253), which includes the Huntly Bauxite Mine, will be assessed via a Public Environmental Review (PER).

Alcoa referred two separate Proposed Actions under the EPBC Act (Federal) for the following components:

Huntly Bauxite Mine Transition – Myara North and Holyoake; and

Pinjarra Alumina Refinery – development of water storage ponds and associated borrow pits.

 

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Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

The referred actions have been determined as Controlled Actions under the EPBC Act, and as such, require formal assessment.

In 2023, Alcoa proposed changes to the proposal while it was under assessment:

Changes to the development envelope within which future activities will be contained

Reduction in proposed disturbance within the overall Mine Development Envelope by 950 ha to total 8,323 ha

Removal of the supply of 2.5 Mtpa of bauxite for export from the proposal scope.

The EPA has recognized:

The reduction to the proposed disturbance and net reduction to the development envelope will decrease/avoid impacts to flora and vegetation, terrestrial fauna, inland waters and social surroundings.

There are no new environmental factors likely to be significantly affected as a result of the amendments, and no additional EPA functions need to be performed to assess the amended proposal.

The environmental review document to be released for public comment will be based on the proposal as amended.

The amendment would not, if the proposal were already approved, be a significant amendment. In considering this, the effects of the amendment on its own, the effect of the amendment in the context of the existing referred proposal, cumulative and holistic impacts have been considered.

The amended proposal will be substantially the same character as the existing referred proposal.

The EPA has enabled the altered proposal to be assessed as part of assessment 2253 already in progress. DCCEEW made a complementary decision and the assessment under the EPBC Act also continues.

The resulting Environmental Impact Assessments (EIAs) under State and Federal legislation will inform stakeholders on long-term mine plans and environmental management requirements and facilitate the setting of approval conditions.

As reported in the TRS for 2022, numerous baseline studies have been completed to support approvals for future extensions to the mining footprint to the Myara North and Holyoake regions. Baseline studies are guided by the requirements of the Western Australian Environmental Protection Authority (EPA) and guidelines under the EPBC Act which are well understood. Studies have been undertaken to define the environmental values and constraints associated with:

Flora and vegetation

Short-range endemic vertebrates

Aquatic and subterranean fauna

Phytophthora dieback

Terrestrial vertebrate fauna including Black Cockatoos

Surface water

Groundwater quality and dewatering drawdown

Air quality

Noise

 

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Alcoa Corporation
S-K 1300 Report

Signature Date: 21 February 2024

SLR Project No.: 410.065239.00001

 

Landscape and visual impacts

Historical and aboriginal heritage

Greenhouse gas emissions.

Construction for Myara North will be commenced pursuant to the requirements of the Ministerial Decision, which will be issued upon completion of the EPA assessment process indicatively forecast for completion in approximately mid-2025, as opposed to the third quarter of 2024 as reported in the TRS for 2022. Alcoa plans to commence construction, to facilitate the transition to Holyoake Central, from approximately 2028 and commence operation from approximately 2030, as reported in the MMP dated 10 November 2023. The timeframe to approval of Myara North and Holyoake under the EP and EPBC Act can be estimated, but not predicted with certainty; further delays are possible.

Supporting both the existing and future mining operations, additional environmental studies were further progressed in 2023 to identify regional environmental risks associated with low levels of PFAS in surface water catchments around the current and future Huntly and Willowdale operations. As is the case at most (if not all) mining operations in Western Australia, Per- and Poly-Fluoroalkyl Substances (PFAS) containing aqueous film-forming foams (AFFF) were used at Huntly and Willowdale Mines in vehicle fire suppression systems from approximately 2014 to 2021. Discharge of AFFF has occurred within the Operational Areas due to both testing and maintenance of fire suppression systems (at workshops) and activation (within Operational Areas) in response to vehicle fires or equipment malfunction. Alcoa reported areas around workshops at the Orion, Arundel, McCoy and Myara Operational Areas to the Department of Water and Environmental Regulation (DWER) under the obligations of the Contaminated Sites Act (2003) as possibly contaminated. These areas have subsequently been classified as possibly contaminated – investigation required. Stage 1 and 2 investigations have been endorsed by the DWER-appointed Contaminated Sites Auditor, a Stage 3 Detailed Site Investigation is in progress.

17.2 Waste and Tailings Disposal, Site Monitoring, and Water Management

17.2.1 Waste and Tailings Disposal

No tailings are generated within the boundaries of the mining operations as bauxite processing is undertaken at the refineries. Similarly, Alcoa’s Darling Range mining operations do not produce mine waste or “mullock” in the same manner as conventional mining operations and as such waste dumps are not constructed.

Overburden from Darling Range ore blocks is carefully segregated for later contouring and rehabilitation of adjacent, completed mining operations. Caprock and other non-viable rock is used to backfill these shallow, completed pits and the viable topsoil is spread on top, contoured, and revegetated.

As such, there is no requirement for the monitoring of any tailings or mine waste dumps associated within the mining operations.

17.2.2 Site Monitoring

Alcoa’s mine sites are monitored in accordance with conditions of Government authorizations and its operational licenses at Huntly (L6210/1991/10) and Willowdale (L6465/1989/10). Environmental management and monitoring commitments exist for the following environmental aspects which have been assessed as being significant and therefore require operational controls as a minimum. The significant environmental aspects for which monitoring and/or management undertaken are:

 

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Alcoa Corporation
S-K 1300 Report

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SLR Project No.: 410.065239.00001

 

Chemical releases including loss of containment prevention and response and dangerous goods storage. All underground storage tanks have been removed from Alcoa’s operations and are prohibited.

Waste management and minimization.

The management of mining within the lower rainfall zone to minimize risks of salinization of land and water resources.

Surface water catchment protection for the nearby Public Drinking Water Source Areas (PDWSAs).

Air emissions including:

o Smoke pollution associated with wood waste (although wood waste burning has now largely been phased out, with a small amount of burning in 2022, and none in 2023)

o An ambient dust monitoring program to identify and quantify fugitive dust emissions from operating areas

o Ozone depleting substances

Hazardous materials management including asbestos, synthetic mineral fiber, and polychlorinated biphenyls.

Land including:

o Recordkeeping and Geographical Information System (GIS) mapping of the location and timing of all soil removal, landscaping, soil return, ripping and seeding

o Rehabilitation area monitoring to ensure the number of established plants meet the completion criteria targets associated with species richness, weed outbreaks and erosion

o Dieback management, mapping and field identification

o Forest and land clearing

Flora and fauna

Aboriginal and Historic (European) heritage

Environmental value of national parks, nature reserves and native forests

Visual amenity

Noise.

Outcomes of and compliance with the management and monitoring programs are tracked within Alcoa’s Environmental Management System and reported within the Annual Environmental Review report. Review of the most recent report, JTSI Annual Environmental Review 2022 (dated May 2023), largely reported compliance with environmental commitments and success of operational controls to managed environmental objectives, with only the following reportable incidents noted:

On 18 November 2022 Alcoa reported a potential heritage incident resulting from the installation of a groundwater monitoring bore within the recorded site boundary of MY08-11 to DPLH and Gnaala Karla Booja. An internal investigation into the incident was undertaken. Gnaala Karla Booja representatives undertook a site visit to the location on 19 January 2023. The results of the investigation and Gnaala Karla Booja consultation were provided to the DPLH on 20 February 2023. Alcoa has been advised that no further

 

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SLR Project No.: 410.065239.00001

 

investigation will be undertaken by DPLH into this matter. Alcoa will undertake further consultation with Gnaala Karla Booja with regard to the decommissioning of this bore.

In relation to clearing:

o On 16 September 2022 at Willowdale, a clearing contractor mistakenly cleared forest beyond the boundary of Alcoa’s endorsed clearing boundary. A comparison between aerial survey data with Alcoa’s currently approved 2021-2025 MMP was undertaken on 18 September 2022, Alcoa believes approximately 192 m2 of cleared forest is outside the conceptual clearing areas approved in the MMP. Further, a black cockatoo nest tree, situated within the approved clearing boundary, was also unintentionally cleared as a result of this incident. Alcoa will prioritize rehabilitation of this area during the 2022/23 rehabilitation season in consultation with the DBCA.

o On 21 November 2022 at Huntly, a clearing dozer was clearing vegetation within a 500 m2 area for a sump to be installed. Whilst trying to sweep the fallen timber from the corner of the sump some of the timber fell outside of the clearing boundary. The investigation concluded that the machine used to complete the task was too large for the small area to be cleared. DBCA was contacted and completed an inspection of the incident on 22 December 2022. Corrective actions were implemented following the incident.

o On 14 December 2022 at Huntly whilst clearing an area using GPS, the dozer veered off the track resulting in forest disturbance outside of the clearing approval buffer resulting in 20 m2 of disturbance. DBCA was contacted and completed an inspection of the incident on 22 December 2022. Corrective actions were implemented following the incident.

Seven dieback breaches were identified at Huntly in 2022, six of which were the result of incorrect identification of dieback lines by operators in the field, and the remaining resulted from a surface water flow event. The surface water related event was the result of bunding on a haul road being insufficient to retain surface water, resulting in surface water breaching a non-developed area housing dieback free stockpiles. No dieback breaches occurred at Willowdale during 2022.

A total of 20 drainage events were recorded across Huntly (13) and Willowdale (7) in 2022. This was a significant reduction from 2021 at both sites.

Several surface water recordings of elevated turbidity were recorded for a period exceeding 1 hour above the reporting criteria (25 NTU). There were 20 turbidity events recorded at Huntly in 2022, 3 of which were confirmed to have been affected by mine site contributions (compared to 20 with mining contributions in the previous year). There were 18 turbidity events at Willowdale recorded in 2022, none of which had identified mining contributions (compared to 2 with mining contributions in the previous year).

A total of 1,042 kL of treated wastewater was discharged from Sump MC1 to Stormwater Sump 2 at Huntly between 29 December 2022 and 5 January 2023 with a pH of 9.4. The permitted range for discharge is 5.5 to 9.0 under Licence L6210/1991/10. This non-compliance was reported to the DWER on 24 February 2023 and included in the Annual Audit Compliance Report for the Huntly Mine. There is no known environmental impact identified as a result of this event. The other discharge conditions were met.

The number and volume of spills decreased at Willowdale from 2021 to 2022, the opposite was true at Huntly. Huntly had 139 LOCs >20L and Willowdale had 36. A key contributor to spills at Huntly was the change-out of coolant hoses across the heavy vehicle fleet in January/February 2022. Following this, there were a large number of coolant LOC events which were common across all machines. In June, an investigation was launched as trends were developing, which found the new coolant hoses to be

 

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faulty. Alcoa’s hose supplier undertook an investigation and identified the cause of the hose failures as an issue in the manufacturing process. All trucks were stood down following the supplier investigation and the faulty hoses changed out. The coolant hose failure events were 34% of Huntly’s LOC events between January and July.

Section 72 (s.72) of the Environmental Protection Act 1986 (EP) outlines the obligation to report discharges of waste to the environment if the discharge of waste has caused or is likely to cause pollution, material environmental harm or serious environmental harm. There were no incidents reported under s.72 in 2022.

Alcoa is proactively working with relevant regulatory agencies to address operational incidents and implement operational improvements to reduce releases to the environment.

17.2.3 Water Management

Alcoa implements a comprehensive water management and monitoring program in accordance with the requirements of its surface water and operational licenses. Alcoa also identifies and acts on improvement opportunities, particularly in relation to water which is a key operational and environmental consideration for the Darling Range. For example:

Alcoa is developing a Catchment Risk Assessment tool to improve Alcoa’s understanding of inherent and residual catchment risk associated with mining operations. Development of the tool is occurring in iterations to facilitate continual improvement during development of the tool to improve accuracy. The Catchment Risk Assessment Tool will support the mine planning process and management of catchment risks associated with mining operations. Iteration 1 of the Catchment Risk Assessment Tool was completed in 2022 to demonstrate the proof of concept. The next iteration will include additional functionality and improvements with the intention to implement the assessment process on completion. Key stakeholders will be engaged in the development of future iterations of the tool.

Alcoa revised its existing mining and haul road drainage design process into a documented WA Mining and Haul Road Drainage Design Manual which will be further refined in consultation with the Independent Technical Advisory Group (ITAG).

Key components of Alcoa’s water management and monitoring program include:

Treatment of stormwater that may contain traces of hydrocarbons via a wastewater treatment system to concentrations that meet DWER license requirements prior to release.

Turbidity monitoring along tributaries to key catchments to prevent contaminated or turbid runoff into the drinking water supply.

Wastewater treatment and monitoring to meet DWER license requirements prior to release including treated water quality monitoring prior to release and continuous discharge volumes.

Surface water drainage management to prevent uncontrolled surface water runoff from operations to the surrounding forest and/or surface water bodies.

Implementation of the Interim PFAS Water Management Strategy. The interim Strategy will remain in place until the Contaminated Sites process outlined in section 17.1.2 is complete.

Drainage protection management through the implementation of a Drainage Control Management Plan.

Sewage management though a biological aeration treatment unit (BioMAX).

 

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Monitoring of cumulative water abstraction volumes at licensed and unlicensed surface water abstraction points in accordance with the Surface Water License Operating Strategies for Huntly and Samson Dam.

Potable water monitoring for identification of possible biological or chemical contamination.

Ecological water requirements (EWRs) have not been defined for the site, however Alcoa undertakes monitoring of the downstream environments to ensure no unacceptable impact. This is completed via photographic monitoring for Banksiadale Dam, Pig Swamp Waterhole, Boronia Dam and Marrinup Nursery. Note the EPA has not explicitly required Alcoa to develop EWRs as part of the formal impact assessment process for Myara North and Holyoake to date.

Water use efficiency programs are implemented pertaining to wastewater recycling, efficient watering of haul roads, pumping and reusing water from roadside sumps, and effective mining planning to reduce dust suppression requirements.

Alcoa, in association with the former Water and Rivers Commission, has researched the hydrology and salinity in the Jarrah forest since the 1970s, as part of the Joint Intermediate Rainfall Zone Research Program (JIRZRP). The JIRZRP has included monitoring of surface water, groundwater and salinity as well as analysis and modelling of the Intermediate Rainfall Zone (IRZ). This work continues to evaluate potential impacts of clearing and rehabilitation on groundwater salinization.

Alcoa will continue to expand its monitoring program, as necessary, if groundwater quality or quantity has been identified as potentially at risk due to operational or mining activities, or potential exists for mining to impact offsite/private groundwater supply quantity or quality.

Baseline water quality monitoring has been undertaken at Myara North and Holyoake as part of the Part IV approvals process for these mining areas. It is anticipated that groundwater monitoring will be required as part of the operational license for these deposits.

17.3 Project Permitting

The environmental approvals and reviews / reporting form part of the MMPLG approvals process outlined in Section 3.6. Compliance with the MMP will be demonstrated through an annual Compliance Assessment Report submitted to the Department of Jobs, Tourism, Science and Innovation.

From 14 December 2023, Alcoa is also required to comply with the requirements of the section 6 exemption. A section 6 exemption under the Environmental Protection Act 1986 (EP) allow continued operations whilst the Environmental Protection Authority undertakes an assessment of the mining activities which were not previously referred. Compliance against the section 6 exemption is monitored on a weekly basis by an independent compliance monitor and reported monthly to the Department of Water and Environmental Regulation.

Operational matters at the Willowdale and Huntly mines are licensed by the Department of Water and Environmental Regulation via instruments L6465/1989/10 and L6210/1991/10, respectively. These licenses condition the processing of ore and reporting is required annually to DWER describing the total volume of bauxite crushed and any non-compliance. The latest available reporting at the time of writing is for the calendar year 2022.

Compliance with the Alcoa ISO14001 accredited EMS was audited in December 2021, with recertification issued in May 2022. This recertification is valid until May 2025.

The only known requirement to post performance or reclamation bonds is a $100M AUD bank guarantee to help fund the Western Australian Government's response in the unlikely

 

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event of an impact to Perth's drinking water dams which is not rectified within the relevant time periods, announced as part of the Alcoa Transitional Approvals Framework (ATAF) on 14 December 2023.

17.4 Social or Community Requirements

Alcoa has established systems and processes to support maintenance of its social license to operate and was admitted to ICMM in 2019. In addition, Alcoa’s Western Australian operations are certified under the Aluminum Stewardship Initiative, valid until 16 January 2026. Related to the requirements of the MMPLG, Alcoa’s actions include an annual 5-year consultation process aligned with the 5 Year Mine Plan. The consultation process involves engaging with affected landowners. Alcoa’s consultation extends to state and local government and Gnaala Karla Booja Aboriginal Corporation representing the Traditional Owners of the area.

Where appropriate, the mine plan accommodates community requirements, in particular, concerns related to noise, dust, etc., and allows for buffer zones and modified working hours.

17.4.1 Community Consultation

Community consultation results (both in-bound [e.g. noise complaints] and out-bound [e.g. Alcoa-initiated engagement with stakeholder groups]) are recorded in the Community Consultation System (CCS). Annual targets for consultation are set based on current and proposed mine plans. CCS allocates and tracks follow-up actions.

Alcoa’s move towards formal, publicly scrutinized environmental impact assessment and approval under the State and Federal acts (Section 3.6) for the extraction of future resources will provide greater transparency around Alcoa’s future operations that should go some way to addressing the challenges it faces.

Alcoa has formally consulted and engaged survey work from the relevant Traditional Owners across its operational footprint. Alcoa will prepare a Cultural Heritage Management Plan for ML1SA by 31 December 2024, in consultation with Gnaala Karla Booja.

Alcoa seeks to add value to the communities where it operates and beyond. Through a drive for sustainable development and desire to support reputable non-profit and community-based organizations, community investment supports partnerships and initiatives that look to deliver long-term community benefits.

Each year the community partnership program invests in a wide variety of programs at the local, state, and national level. Some of these partnerships, including the P242 initiative further discussed in Section 17.6 are supported by Alcoa’s global Alcoa Foundation.

In addition to community partnerships, employees are encouraged to participate each year in Alcoa Volunteers (volunteering as teams during work time) and employee giving programs.

17.4.2 Social Performance Management System

Alcoa is implementing a Social Performance Management System (SPMS) across its global operations. Alcoa has conducted a gap analysis of existing practices against best-in-class social management systems and defined a program to close these gaps, which are mostly related to developing a more structured approach to social risk management and formalizing Alcoa’s social performance actions. Since 2022, Alcoa has focused on:

Better understanding and engaging with our communities and stakeholder through:

o Perception surveys (the next is planned for 2024)

 

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o Community and stakeholder engagement plans

o Socio-economic baselines

Understanding and managing our risks, impacts, and opportunities through:

o Social risk assessments

o Social investment reviews (see below for recent progress)

o Social impact assessments (see below for recent progress)

Reviewing and improving existing processes including:

o Social records and obligations

o Grievances and complaints; a new global recording system “Social Licence 360” is being rolled out in 2024.

Stage 1 of a Social Investment Review was completed in late 2022 and focused on areas such as:

What is the best approach for Alcoa and its local communities now and into the future (~10 year look ahead) including current and future operations?

What is the best overarching framework/s for Alcoa’s social investment including how spend is defined and administered?

How can the needs of individual Alcoa locations and individual local communities be addressed but also have a consistent and sustainable approach that meets Alcoa’s global, Australian, and Western Australian business drivers?

Stage 2 of the review is in progress in 2023.

In 2023 ERM commenced delivery of a Social Impact Assessment (SIA) for Alcoa’s operations in Australia. The key outcome of the SIA is a Social Management Plan (SMP) for each of Alcoa’s Australian operations. The SMPs are in progress and will contain management measures to enhance positive impacts and manage negative impacts, along with ongoing monitoring and reporting requirements for the Huntly and Willowdale mining areas.

17.5 Mine Closure Requirements

Alcoa’s Closure Planning group for Darling Range (located within the Global Planning Team) is responsible for developing the closure planning process as well as the subsequent Long-Term Mine Closure Plans (LTMCPs) of Alcoa’s WA Mining Operations (Huntly and Willowdale). Closure Strategies, Schedules and Cost Estimates are being developed across organizational divisions and includes multidisciplinary inputs from Operations, Mid- and Short-term Planning, Finance, Centre for Excellence, Environment and Asset Management (both Fixed and Mobile Plant).

As described in Section 15.5.2, overburden is used to backfill adjacent, completed mining operations and the topsoil spread on top and contoured.

Current rehabilitation practices and closure planning have evolved positively since the 1990s.

The agreed closure requirements for Darling Range centers around the return of Jarrah Forest across the site. End land uses are required to comply with the State’s Forest Management Plan and include water catchment protection, timber production and biodiversity conservation. Completion Criteria were revised in 2015 by the MMPLG for rehabilitation works commencing in and after 2016. These criteria do not apply to areas

 

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which commenced rehabilitation prior to 2015 and represent a ‘step forward’ in rehabilitation practices at Darling Range.

The current 2023-2027 MMP, and EIA process being applied to Myara North and Holyoake represent another step forward in rehabilitation planning. Appropriate mine planning and closure implementation mitigates environmental risks to ecological, hydrological, social and physical receptors. In addition, the current Completion Criteria will be revised in consultation with DBCA by 31 December 2024

The current 2023-2027 MMP aims to establish, and return to the State, a self-sustaining Jarrah Forest ecosystem, that meets the agreed forest values that will support similar management practices as that employed in the surrounding Northern Jarrah Forest.

Mine closure costs are considered as part of Asset Retirement Obligations (ARO) described in Section 18.0.

17.6 Local Procurement and Hiring

Alcoa’s Local Community Supplier Policy defines “local” as the localities of Dwellingup, Harvey, Pinjarra, Waroona, Coolup, North Dandalup, Jarrahdale and Yarloop. Within Alcoa’s guidelines of safe, ethical, and competitive business practices, they state they will:

Invite capable local business to bid on locally supplied or manufactured goods or services.

Give preference to local business in a competitive situation.

Work with local business interest groups to identify and utilize local suppliers.

Where possible, structure bids to enable local supplier participation.

Whilst the Policy does not specifically address local hiring, most of the mine’s workforce are based within the close vicinity.

Alcoa also endeavors to add value to Traditional Owners and the local economy through the use of businesses owned by Traditional Owners, businesses that employ and work with Traditional Owners and locally owned businesses. Alcoa will help Traditional Owner businesses and local businesses to do business with Alcoa and encourage the employment of Traditional Owner and local labor. Alcoa have made a policy commitment to:

Invite capable local Traditional Owner, Aboriginal and Torres Strait Islander and Local businesses to bid on every locally supplied or manufactured good or service.

Give preference to Traditional Owner, Aboriginal and Torres Strait Islander and Local businesses in a competitive situation.

Tender evaluations shall apply a minimum weighting of 10 per cent for Traditional Owner, Aboriginal and Torres Strait Islander and Local businesses.

Work with Traditional Owner, Aboriginal and Torres Strait Islander and Local business interest groups to identify, utilize and build local supplier capability.

Offer reduced Payment Terms to support the growth and sustainability of Traditional Owner, Aboriginal and Torres Strait Islander and Local business.

Further, in relation to hiring and support of Aboriginal and Torres Strait Islander people, the Alcoa Foundation-supported, Waalitj Foundation’s Plan 2Day 4 2morrow (P242) employment program has successfully engaged 120 Aboriginal and Torres Strait Islander job seekers across Western Australia to develop their skills and work readiness since its launch in February 2022.

 

 

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18.0 Capital and Operating Costs

Alcoa forecasts its capital and operating costs estimates based on annual budgets and historical actuals over the long life of the current operation. All values are presented in United States Dollars ($) unless otherwise stated.

18.1 Capital Costs

The operation is well-established, and the LOM plan does not envisage any significant change of the production rate over the LOM. Anticipated future major capital expenditure is related to major mine moves and sustaining the on-going operations.

Projected capital expenditure over the next nine years of mine life is estimated to total $833 million, although this will include capital outlay required to extend the mine life much beyond the nine-year period covered by the valuation. Of this total, it is understood that $216 million is associated with completing the mine move to the Myara North site. Capital for the Holyoake move is estimated to be $324 million.

A breakdown of the major expenditure areas and other sustaining capital expenditure over the next nine years of mine life (2024 – 2032) is shown below.

Table 18‑1: Nine Year LOM Sustaining Capital Costs by Area

Project

Cost
$ Million

Percentage of Total

Mine Moves

541

65.0%

Conveyor Belt Replacements

31

3.7%

Haul Road Improvements

112

13.4%

Other Sustaining capital

149

17.9%

Total

832.8

100%

Other capital costs are for replacement of conveyors, haul road improvements and other sustaining capital needed to continue the operations.

Alcoa’s sustaining capital estimates for Darling Range are derived from annual budgets and historical actuals over the long life of the current operation, as well as detailed feasibility studies where required (such as for the mine moves) that include costs and associated contingencies. These are noted to be less than 10% of the total capital costs. According to the American Association of Cost Engineers (AACE) International, these estimates would generally be classified as Class 1 or Class 2 with an expected accuracy range of -3% to -10% to +3% to +15%. The SLR QP is satisfied that the costs meet these accuracy requirements.

18.2 Operating Costs

The main production mining operations are primarily Owner-operated using Alcoa equipment and employees. Contractors are also used for certain activities on site.

The operating costs are based on historical actual site cost data and, in the opinion of the QP, represent an accuracy range of -10% to +15%, which is deemed appropriate.

No items have been identified that would significantly impact operating costs either positively or negatively over the life of mine. Minor year-to-year variations should be expected based upon maintenance outages and production schedules. Forecast costs for 2024 and average mine operating costs the nine-year LOM are shown below in Table 18‑2. It should be noted

 

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that the current mine plans and operational cost projections reviewed by the QP do not yet reflect the impact of the Kwinana refinery curtailment (announced 8th January 2024), Alcoa is working to provide mine planning updates and indicate these will be completed during 2024.

Table 18‑2: LOM Mine Operating Costs by Category*

Cost Centre

2024
($/wmt)

Average LOM
($/wmt)

Percentage of Operating Cost (%)

Direct Labor

$4.38

$5.28

36%

Services

$3.58

$2.86

20%

Other

$1.89

$2.40

16%

Corporate Chargebacks for support services

$0.68

$0.64

4%

Energy

$0.33

$0.37

3%

Fuel

$0.37

$0.68

4%

Operating Supplies and Spare Parts

$0.58

$0.73

5%

Maintenance (fixed plant and mobile fleet)

$1.40

$1.77

12%

Mine Operating Cash Cost ($/wmt)

$13.22

$14.72

100%

 

 

 

 

Off-site Costs

 

 

 

G & A, selling and other expenses

$0.26

$0.24

 

R & D Corporate Chargebacks

$0.03

$0.03

 

Total Cash Operating Costs

$13.51

$14.99

 

* Due to rounding, numbers presented may not add up precisely to the totals provided.

Services costs include contractor costs for certain mining activities such as in noise sensitive areas and for haul road construction services, in select areas of pit development, and during landscaping activities for rehabilitation after mining.

As of December 2023, the Huntly and Willowdale operations together employ 899 employees consisting of 48 technical, 80 management and 771 operations employees. Additionally, 98 employees are centrally employed on the combined operations.

Table 18‑3 summarizes the current workforce for the operations.

Table 18‑3: Workforce Summary

Category

Technical

Management

Operations

Total

Huntly

37

51

518

606

Willowdale

11

29

253

293

Central

18

25

55

98

Total

66

105

826

-

As regards mine closure, compensation for vegetation clearing is paid in advance and rehabilitation is an ongoing process that is incorporated into the mining cost (as part of Asset Retirement Obligations (ARO)).

 

 

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19.0 Economic Analysis

19.1 Economic Criteria

Alcoa prepares a rolling operational LTMP for the purposes of long-term mine and business planning.

In accordance with the requirements of SK-1300, the economic analysis presented in this section of the TRS is based on mining the estimated Proven and Probable Mineral Reserves, which generate a current mine life of nine years (2024 to 2032 inclusive) at an average production rate of 36.2 Mtpa (wet tonnes).

It is noted that production is driven by refinery requirements rather than mine plan output, so annual fluctuations in mined tonnage are constrained by refinery demand and operation rather than a mining schedule. Therefore, tonnages used in the model are based on forecasted refinery consumption rather than mine plan outputs. The QP is satisfied that this approach is standard operating practice for Alcoa and there is sufficient Proven and Probable Reserve tonnage available to cover the extent of the 9-year model life.

In addition, the QP recognizes that Alcoa undertakes on-going infill drilling to annually convert Mineral Resources to Reserves and based on Alcoa’s long operating history at the mine, the scale of the deposits available, and the historical success of Resource to Reserve conversion, the QP sees no reason why the life of the operation will not be extended well beyond 2032.

The assumptions used in the analysis are current at the end of December 2023.

An un-escalated technical-economic model was prepared on an after-tax DCF basis, the results of which are presented in this section.

The cashflow is presented on a 100% attributable basis. Alcoa uses a 12.00% discount rate for DCF analysis. The QP is of the opinion that a 12.00% discount/hurdle rate for after-tax cash flow discounting of such large-scale bauxite operations in Western Australia is reasonable and appropriate.

Key criteria used in the analysis are discussed elsewhere throughout this TRS. General assumptions used are summarized in Table 19‑1.

Table 19‑1: Technical-Economic Assumptions

Description

Value

Start Date

January 1, 2024

Mine Life based on Mineral Reserves

9 years

Average LOM Price Assumption

$21.46

Total Operating Costs

$4,887.7 million

Capital over nine years

$832.8 million

Income tax

$314.3 million

Discount Rate

12.00%

Discounting Basis

End of Period

Inflation

0%

Corporate Income Tax Rate

30%

Table 19‑2 provides a summary of the estimated mine production over the nine-year mine life.

 

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SLR Project No.: 410.065239.00001

 

Table 19‑2: LOM Production Summary

Description

Units

Value

Total ROM Ore

Mt

326.0

Waste Mined

Mt

65.6

Total Material Moved

Mt

393.4

Annual Average Ore Mining Rate

Mtpa

36.2

19.2 Cash Flow Analysis

The indicative economic analysis results, presented in Table 19‑3, indicate an after-tax NPV of $121.6 million at a 12.00% discount rate and an average bauxite price of $21.46/t over LOM.

The cashflow is presented on a 100% attributable basis.

Capital identified in the economics is for sustaining operations and plant rebuilds as necessary.

Project economic results and estimated cash costs are summarized in Table 19‑3. Annual estimates of mine production with associated cash flows are provided for years 2024 to 2032.

The economic analysis was performed using the estimates presented in this TRS and confirms that the outcome is a positive cash flow that supports the statement of Mineral Reserves.

Table 19‑3: LOM Indicative Economic Results

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19.3 Sensitivity Analysis

Project risks can be identified in both economic and non-economic terms. Key economic risks were examined by running cash flow sensitivities. The operation is nominally most sensitive to market prices (revenues) followed by operating costs (Figure 19‑1).

Figure 19‑1: Sensitivity Analysis (NPV)

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20.0 Adjacent Properties

The Darling Range has no material adjacent properties.

 

 

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21.0 Other Relevant Data and Information

No additional information or explanation is necessary to make this Technical Report Summary understandable and not misleading.

 

 

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22.0 Interpretation and Conclusions

22.1 Geology and Mineral Resources

SLR is independently declaring the 31 December 2023 Mineral Resources for the defined bauxites located within Alcoa’s Darling Range deposits. The Mineral Resource models were prepared by Alcoa using their in-house estimation procedures and reviewed extensively by SLR.

As of December 31, 2023, exclusive of Mineral Reserves, as summarized in Table 11‑13 at an appropriate level of precision reflecting confidence, the Measured Mineral Resources are estimated to be 93.0 Mt at a grade of 30.44% available alumina (AL) and 1.52% reactive silica (SI). Similarly, the Indicated Mineral Resources are estimated to be 105.4 Mt at 30.75% AL and 1.34% SI, and the Inferred Mineral Resources are estimated to be 106.9 Mt at 32.32% AL and 1.22% SI.

Drill sampling and sample control procedures at Alcoa’s Darling Range Bauxite Operations are adequate and appropriate for use in the estimation of Mineral Resources. The defined volumes and grades of mineralization are not expected to be systematically impacted (biased) by errors in either the collar location or the 3D sample location.

The Quality Assurance / Quality Control (QA/QC) of sample preparation and assaying is adequate, and the assay results are suitable for use in Mineral Resource estimation

Analytical procedures used for the Alcoa Mineral Resource comprises part of conventional industry practice. FTIR is not widely used yet in the bauxite industry but is becoming more widely accepted and applied to more operations. At Alcoa the method has been consistently applied successfully for a decade and is routinely validated by industry standard XRF and wet chemical procedures as discussed in Sections 8.3 and 8.4. It is the opinion of the QP from the studies on FTIR repeatability discussed above that the overall precision and accuracy of the FTIR assaying is acceptable.

The database is adequate, and the data is appropriate for the purpose of Mineral Resource estimation.

The continuous improvements in the geological modelling, estimation techniques, and block model migration to the 3D approach are appropriate and constantly improve the confidence level and precision of the Mineral Resources.

The dry bulk density data is less well controlled than other analytes, although different attempts were taken since 1980. However, based on the different reconciliation approaches and on the fact that the polygonal and GSM model have lower confidence level, the density values are acceptable for the Resource estimation.

The condition of Reasonable Prospects for Economic Extraction is met by constraining the Mineral Resource model using the ArcGIS system, by ensuring that the model defines key parameters for the refinery, and by sound reconciliation practices providing feedback that the modelling is appropriate for the purpose.

22.2 Mining and Mineral Reserves

As of December 31, 2023, Proven Mineral Reserves are estimated to total 48.0 Mt at 29.1% AL and 1.65% SI and Probable Mineral Reserves are estimated to total 296.0 Mt at 31.9% AL and 1.27% SI.

The QP has used the December 31, 2023 Mineral Resource estimate as the basis for its Mineral Reserve estimate, applying Modifying Factors only to those Resources classified as Measured Mineral Resources and Indicated Mineral Resources.

 

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The bauxite operations are operating mining projects with a long history of production for which establishment capital has been repaid and for which sustaining capital and supported operating costs have been observed to be applied in economic analysis. The review of the Capex Front End Loading (FEL) 2 Study report for the Myara North Crusher move has provided further support. Consequently, the QP considers that support by a Feasibility Study (FS) is demonstrated by the history of profitable operation and the level of technical support for the Modifying Factors. The QP has reviewed the operating and planning procedures and parameters for the operations.

The QP considers that the accuracy and confidence in the Mineral Reserve estimate to be appropriate for the classification applied, which is supported by both the conservative operational processes and the long operational history.

The QP is not aware of any risk factors associated with, or changes to, any aspects of the Modifying Factors such as mining, metallurgical, infrastructure, permitting, or other relevant factors that could materially affect the current Mineral Reserve estimate. The Darling Range operations have however undergone some changes as related to the permitting requirements which are discussed in this report; namely the approvals process, river corridor constraints, restoration obligations, and any required adjustments to accommodate the recently announced curtailment of the Kwinana refinery.

22.3 Mineral Processing

The operating data between 2010 to 2023 indicates that the product from the Darling Range operations consisted of an average AL grade of 33%, with SI below the target for refinery feed.

The QP is of the opinion that the Darling Range operation demonstrated that ore can be effectively crushed and supplied to a refinery for further upgrading to produce alumina. The historical operational data confirmed that the ore consistently met refinery specifications without any deleterious elements.

o Based on this, and additional information provided by Alcoa regarding the mine plan, it is reasonable to assume that the ore from Darling Range will meet the refinery specifications for the next nine years.

22.4 Infrastructure

The Darling Range mining operations have established and operational infrastructure, with mining hubs that host administrative offices, as well as crushing facilities and maintenance facilities.

o Hubs are relocated periodically as production moves away from the hub and transportation costs increase. These relocations are well-understood with planning and associated budgeting occurring well in advance of relocations; production restarted seven days after the most recent shutdown.

An extensive haul road network, rail, and overland conveyors transport crushed bauxite from the Hub to the refineries.

o Bauxite is transferred from each mine to the refineries primarily via long distance conveyor belt, apart from the Kwinana refinery which receives bauxite via railway.

o Alumina produced by the three refineries is then shipped to external and internal smelter customers through the Kwinana and Bunbury ports.

o It was announced in January 2024 that the Kwinana refinery will undergo phased curtailment, which will be accommodated in mine planning going forwards.

 

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The Huntly and Willowdale mines are located near the towns of Pinjarra and Waroona respectively. These are easily accessible via the national South Western Highway, a sealed single carriageway road, spanning almost 400 km from the southern side of Perth to the southwest corner of Western Australia.

Sealed access roads to the main hubs have been established, connecting Huntly and Willowdale to the road network.

Major haul roads have been established to each mining area, while secondary haul roads, cross-cut each individual mining plateau. Roads are unsealed and require continuous maintenance.

The Darling Range’s Pinjarra refinery receives power from the South West Interconnected System (SWIS), but also has internal generation capacity of 100 MW from four steam driven turbine alternators, with steam produced by gas fired boilers and a gas turbine Heat Recovery Steam Generator (HRSG).

o The refinery supplies power to the Huntly Mine by a 33,000 volt power supply line and two 13,800 volt lines.

The Wagerup refinery is a net exporter of power to the SWIS, with internal generation capacity of 108 MW from three steam driven turbine alternators and one gas turbine; steam being generated by gas fired boilers.

o The refinery supplies power to the Willowdale Mine by a single 22,000 volt power supply.

Water is used on the mines for dust suppression, dieback washdown, vehicle washdown, workshops, conveyor belt wash, construction, and domestic purposes.

o The water supplies for mining consist of licensed surface water sources supplemented with treated wastewater from vehicle washdowns, stormwater runoff and maintenance workshops.

o The annual volume of freshwater abstracted under the Department of Water and Environmental Regulation (DWER) surface water licences and Water Corporation supply agreements decreased at Willowdale in 2022, and increased at Huntly, the combined volume for both mines has been reasonably consistent over the last three years.

o In 2022, water abstraction comprised approximately:

53% of the annual entitlement from Boronia Dam

22% from Banksiadale Dam

70% from Samson Dam.

o An additional 651,840.7 kL was also abstracted from South Dandalup Dam under the agreement with Water Corporation.

On site facilities include offices, ablutions, crib-rooms, and workshops, however there are no Alcoa accommodation facilities, as the Huntly and Willowdale mining areas are close to established population centers.

No tailings are generated within the boundaries of the mining operations and waste dumps are not constructed. The management of tailings generated downstream at the refineries is beyond the boundaries of the Darling Range mining operations and are therefore not considered in this TRS.

Overburden is segregated for later contouring and rehabilitation of adjacent, completed mining operations. Caprock and other non-viable rock is used to backfill these shallow, completed pits and the viable topsoil spread on top, contoured, and revegetated.

 

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22.5 Environment

Alcoa has established processes to facilitate conformance with environmental requirements, while identifying sensitive areas ahead of time enables them to be managed ahead of disturbance.

Mining in some areas became more constrained in 2023 as a result of internal and external factors, which has resulted in a presumed temporary decrease in operability and associated decrease in Reserve estimation:

o Alcoa's ongoing consultation with the MMPLG

o A third-party referral of Alcoa's annual rolling five-year Mining and Management Programs (MMP) approval (required under the State Agreement Act framework)

o Alcoa's progress on the EP and EPBC Act assessment (beyond the scope of the MMP) to transition mining from Huntly to the Myara North and Holyoake areas and increase Pinjarra refinery production by 5%.

The 2023-2027 MMP describes Alcoa’s proposed mining operations for the Huntly and Willowdale mines within ML1SA from 1 January 2023 to 31 December 2027. It excludes mine development activities associated with Myara North or Holyoake mining regions currently under consideration by the EPA and DCCEEW.

Changes from what was reported in the 2022 TRS under the previous MMP include but are not limited to:

o Reduce mining activities inside higher risk areas within drinking water catchments.

o Alcoa will not undertake any new pit clearing in any areas with an average pit slope greater than 16% within any Reservoir Protection Zone (RPZ, 2 km from reservoir top water level).

o Increase rehabilitation and reduce open areas where possible, with priority in higher risk areas.

o Maximum annual clearing footprint of 800 ha.

o Revise the Rehabilitation Completion Criteria by 31 December 2024, in consultation with DBCA.

Alcoa acknowledges that future MMPs will continue to improve and evolve, based on feedback from review and consultation processes.

Alcoa is modernizing its environmental approvals framework for its Huntly Bauxite Mine and Pinjarra Alumina Refinery, by referring future mining plans for assessment under Part IV of the Western Australian Environmental Protection Act 1986 (EP) and the Australian Environment Protection and Biodiversity Conservation Act 1999 (EPBC Act). Construction for Myara North will be commenced pursuant to the requirements of the Ministerial Decision, which will be issued upon completion of the EPA assessment process indicatively forecast for completion in approximately mid-2025, as opposed to the third quarter of 2024 as reported in the TRS for 2022. The timeframe to approval of Myara North and Holyoake under the EP and EPBC Act can be estimated, but not predicted with certainty; further delays are possible.

Importantly, on 14 December 2023 the State Government announced the Alcoa Transitional Approvals Framework which will enable Alcoa to continue mining as defined in the current 2023-2027 MMP while the formal EPA EIA is in progress. In most circumstances, activities under assessment must cease during the EPA’s process. Note,

 

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that the State Government reserves the right to, with reasonable notice, withdraw or amend the exemption at any point.

Alcoa’s mine sites are monitored in accordance with the conditions of Government authorizations and its operational licenses at Huntly (L6210/1991/10) and Willowdale (L6465/1989/10) and the MMP. Compliance with the section 6 exemption is also required from 14 December 2023. Outcomes of and compliance with the management and monitoring programs are tracked within Alcoa’s Environmental Management System and reported within the Annual Environmental Review report:

o Review of the most recent report, JTSI Annual Environmental Review 2022 (dated May 2023), largely reported compliance with environmental commitments and success of operational controls to manage environmental objectives.

o The one area with a substantial change in success was related to an increase in number and volume of spills at Huntly. A key contributor to spills at Huntly was the change-out of coolant hoses across the heavy vehicle fleet in January/February 2022. This was found to be the result of faulty new coolant hoses. Alcoa’s hose supplier undertook an investigation and identified the cause of the hose failures as an issue in the manufacturing process. All trucks were stood down following the supplier investigation and the faulty hoses changed out. The coolant hose failure events were 34% (almost 3,000L) of Huntly’s LOC events between January 2022 and July 2022 and were a significant contributor to the number of spills.

Alcoa, in association with the former Water and Rivers Commission, has researched the hydrology and salinity in the Jarrah forest since the 1970s, as part of the Joint Intermediate Rainfall Zone Research Program (JIRZRP). The JIRZRP has included monitoring of surface water, groundwater and salinity as well as analysis and modelling of the Intermediate Rainfall Zone (IRZ). This work continues to evaluate potential impacts of clearing and rehabilitation on groundwater salinization.

Alcoa implements a comprehensive water management and monitoring program in accordance with the requirements of its abstraction and operational licenses.

A groundwater monitoring program commenced in the second half of 2022 across the Darling Range operations to support approvals and operational monitoring.

o Alcoa will continue to expand its monitoring program, as necessary, if groundwater quality or quantity has been identified as potentially at risk due to operational or mining activities, or potential exists for mining to impact offsite/private groundwater supply quantity or quality.

o Alcoa has a long-term groundwater research project within the Intermediate Rainfall Zone to evaluate potential impacts of clearing on groundwater salinization.

Outcomes of and compliance with the management and monitoring programs have most recently been reported within the 2022 Annual Environmental Review report. Consistent with the outcomes reported between 2018 and 2021:

o Review of the most recent report, published for 2022 largely reported compliance with environmental commitments and success of operational controls to managed environmental objectives.

 

 

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23.0 Recommendations

23.1 Geology and Mineral Resources

It is apparent to the QP that the long history of exploration, development and mining of Alcoa’s Darling Range bauxite tenements have established sound knowledge and understanding of the geology and mineral endowment. The QP has not identified any fatal flaws in the current practices of mapping (based on the ArcGIS system), drill sampling (based on progressive continuous improvement), assaying (based on calibrated and validated FTIR, with reasonable quality control), estimation (3D Block Model - 3DBM), database management (using acQuire), the application of mining criteria that assure RPEE, and the application of constraints establishing forestry, heritage and noise limits to the Mineral Resource definition. The following recommendations are offered as suggestions for further improvement, aligned with Alcoa’s comprehensive approach to research and development (seen for example in the evolution of their drilling, sampling and assaying technologies). These recommendations are prioritized in terms of their perceived value to the overall operation:

Continuing to replace the gridded seam model (GSM) and polygonal areas to the 3D block modelling methodology, using a script-based semi-automated approach, which enables more robust rapid model building. The validation of interpolation parameters using risk-based (conditional simulation) techniques to quantify confidence should be considered.

To improve the reporting of recoverable resources, a re-blocked block model to a minimum practical mining scale or single mining unit (SMU) should be considered. Economical parameters considering more flexible costs and bauxite prices related to the Mineral Reserves can also be implemented in the Mineral Resources workflow, aiming to optimize the bauxite mineable portion including potential marginal grades.

Investigate whether the 5% bias in the tonnage between the As Mined and sampling tower weightometers is persistent in the 3D block models.

Further redrilling or where viable re-assaying of pulps.

Implementation of a mine wide reconciliation system should be considered as a way to overcome the issue of density estimation. This could be integrated with the extensive production tracking data already available from the current fleet management system and operational control system (covering the mining equipment, crushers, conveyors, sampling towers, stockpile stackers and reclaimers).

To include volume surveys using drones and truck gantry scanning, wet mass measurement using weightometers on conveyors and LoadRite sensors on mining equipment, and infra-red moisture determination, mean that better in situ dry density estimation may become possible if the operation requires it for better refinery feedstock control.

The QP considers that twinned hole studies are of limited value and should only be implemented once the sample splitting and preparation demonstrates good repeatability, using field duplicates (or the equivalent sample to extinction [STE] samples). They may be of value to investigate specific issues under closely supervised conditions.

While the STE procedure could be retained for specific studies, in the QP’s opinion, the reintroduction of field duplicates using appropriate riffle splitters under supervision should be considered.

The QP is of the opinion that the grade characteristics of the bauxite profile could be reproduced in the model, which enables optimization techniques to be used for the

 

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definition of mining floors and boundaries, better support for ore loss and dilution studies, and more accurate reconciliation studies.

23.2 Mining and Mineral Reserves

Currently a dilution and mining recovery factor is applied to the final Reserves to reconcile the tonnes and grade. The QP recommends applying dilution and ore loss at the re-blocked model level before performing the optimization and reporting these values independently.

The life-of-mine scheduling requires further refinement with regards to sequencing of the different mining areas and assigning the scheduled years back to the OreBest model (the mining output that defines Reserves). Recommendations would be to provide a strategic schedule over a minimum of nine years and tactical schedule over 3 years. The tactical schedule should incorporate restoration and rehabilitation scheduling. The view of the QP is that additional optimization of the mine schedule would be possible with this approach to strategic and tactical scheduling.

The QP recommends detailed haulage analysis focusing on haulage profiles and cycle times to provide more accurate operating costs.

The QP noted the mining models were in both a 2D grid and 3D model system. Aligning all the mining models within the same 3D mining model system will provide clarity and consistency across the Darling Range project with regards to evaluation and reporting processes. Alcoa have been progressing this alignment to 3D as a follow on from the deeplime 2D to 3D conversion project.

A reconciliation system should be implemented to allow the review of the mined tonnes to modelled geological model. Alcoa has been actively developing this reconciliation system with an intention to implement during 2024.

23.3 Mineral Processing

The historical operational data for the Darling Range demonstrates that ore consistently met refinery specifications.

Ideally, independent verification of sample analysis is conducted, by a certified laboratory, on a structured program, to ensure the QA/QC aspects of the internal analysis. Within this process a proportion of samples from each batch could be sent to the independent laboratory for analysis and the results can be compared with the internal analysis.

The QP is appreciative that the mine is operational, meaning a trade-off versus logistics / practicality would need to be carried out.

23.4 Infrastructure

The Darling Range mining operations have well established infrastructure, with mining hubs that are periodically moved to reduce transportation distances between mining operations and the hubs. The QP makes no recommendations regarding infrastructure.

23.5 Environment

Alcoa has established systems to facilitate adherence to environmental commitments and has made progress with modernizing environmental approvals and permits for Huntly, Willowdale and the future mining areas at Holyoake and Myara North. The QP recommends that the following action is taken:

 

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Continued close engagement with EPA, DCCEEW and MMPLG to best enable a prompt resolution to approval and permitting process to minimize impacts to the Reserve estimate into the future.

Continued Compliance with all approval and permit requirements. Compliance with the conditions associated with the Alcoa Transitional Approvals Framework exemption is critical as the State Government reserves the right to, with reasonable notice, withdraw or amend the exemption at any point,

Finalization of the Catchment Risk Assessment tool in consultation with DWER, DBCA and other regulators.

Continued refinement of the WA Mining and Haul Road Drainage Design Manual in consultation with the Bauxite Hydrology Committee

Close-out the Auditor-compliant contaminated sites process related to the identification of low levels of PFAS and AFFF on site.

 

 

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24.0 References

Abzalov, 2016. Applied Mining Geology. Springer International, 448 pp.

Alcoa of Australia Limited, 2022. JTSI Annual Environmental Review 2021 – Alcoa WA Mining Operations.

Alcoa of Australia Limited, 2022. 2021 Annual DWER Licence Report, Willowdale Mine, Licence No L6465/1989/10.

Alcoa of Australia Limited, 2022. 2021 Annual DWER Licence Report, Huntly Mine, Licence No L6210/1991/10.

Alcoa of Australia Limited, 1993. Bauxite Density. Internal memorandum prepared by Alcoa, dated 10 August 1993.

Barnes, L., 2015. 1m composite twin hole report. 1m sample intervals at the primary exploration stage (60x60m). Internal report by Alcoa Australia Limited, March.

Barnes, L., 2016. Procedure for sampling till extinction. Trial for 0.5m sample homogeneity, testing the representation of a ½ cup measure of 0.5m sample intervals. Internal draft report by Alcoa Australia Limited, March.

Barnes, L., 2018a. Segregation study. Internal draft report by Alcoa Australia Limited, February.

Barnes, L., 2018b. Sample to Extinction (STE) programme report 2017-2018. Internal draft report by Alcoa Australia Limited, July.

BSI, 2022. Certificate of Registration – Environmental Management System – ISO 14001:2015. Certificate EMS 729424.

Canadian Institute of Mining, Metallurgy and Petroleum (CIM), 2014, CIM Definition Standards for Mineral Resources and Mineral Reserves, adopted by the CIM Council on May 10, 2014.

CIM, 2014. Canadian Institute of Mining, Metallurgy and Petroleum (CIM) Definition Standards for Mineral Resources and Mineral Reserves. Prepared by the CIM Standing Committee on Reserve Definitions. Adopted by CIM Council on May 10, 2014

Crockford, L., 2011. 2nd split drill sample testwork in the Larego area. Internal memorandum by Alcoa Australia Limited, 26 October.

Crockford, L., 2012. 1st and 2nd split drill sample testwork in the Myara area. Internal memorandum by Alcoa Australia Limited, 10 April.

Firman, J. B., 2006, Ancient weathering zones, pedocretes and palaeosols on the Australian Precambian shield and in adjoining sedimentary basins: a review, Journal of the Royal Society of Western Australia, 89 (2), 57 – 82, 2006

Franklin, S., 2019. Mining Laboratory FTIR Process Description (KWI). Internal Alcoa of Australia Limited document AUACDS-2047-781, reviewed 15 February.

GHD, 2021. Alcoa Huntly Mine – Holyoake Region Groundwater Modelling Report. Prepared for Alcoa of Australia Limited, 22 December 2021.

Grigg, C., 2016. Summer vacation programme report 2015/2016. Internal report by Alcoa Australia Limited, February

Gy, P. M., 1984. Comments on bauxite sampling, Report to Alcoa No PG/3276, 27 July.

 

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Hickman, A. H., Smurthwaite, A. J., Brown, I. M., and Davy, R., 1992, Bauxite Mineralization in the Darling Range, Western Australia, Geological Survey of Western Australia, Report 33

Hodgson, S., 2015. Ore development QAQC Processes. Vacation student – summer work program 2014/15. Internal report by Alcoa Australia Limited, February.

Holmes, R. J., 2018. Assessment of Alcoa’s sampling and sample preparation equipment and procedures. Report EP182329 prepared for Alcoa of Australia Limited by CSIRO Mineral Resources, March.

Ipsos, 2022. Reputation Measurement and Management Wave 2 Report, Alcoa of Australia – Western Australia Operation, February.

JORC Code, 2012. Australasian Code for Reporting of Exploration Results, Mineral Resources and Ore Reserves (The JORC Code 2012 Edition). Prepared by the Joint Ore Reserves Committee of the Australasian Institute of Mining and Metallurgy, Australian Institute of Geoscientists and Minerals Council of Australia (JORC), effective 20 December 2012.

Knight., S., Tuckwell, L. and O’Brien, S., 2016. Huntly 2016 sample plant monitoring. Report by Alcoa Australia Limited (PowerPoint file).

Lyman, G. J., 2017. Investigation into Pinjarra and Wagerup sample plants. Report by Downer no 15382190204001, 18 May.

NI 43-101, 2014. Canadian National Instrument 43-101, ‘Standards of Disclosure for Mineral Projects’, Form 43-101F1 and Companion Policy 43-101CP, May.

Rennick, W., Riley, G. and Baker, G., 1992. The constitution heterogeneity of Huntly ore and the resulting fundamental sampling errors using the Pinjarra sample station. Internal Alcoa Report, July.

Ramboll, 2021. Pinjarra Aluimina Refinery Revised Proposal – Health Risk Screening Assessment. Prepared for Alcoa of Australia Limited, June 2021.

Senini, P., 1993. Bauxite density. Internal report and memorandum by Alcoa Australia Limited, August 10.

Shaw, W. 1997. Validation of Sampling and Assaying Quality for Bankable Feasibility Studies. The Resource Database Towards 2000. Wollongong, New South Wales, Australia. 16 May. AusIMM, Melbourne. 41-49.

S-K 1300, 2018. US Securities and Exchange Commission Regulation S-K, Subpart 229.1300, Item 1300 Disclosure by Registrants Engaged in Mining Operations and Item 601 (b)(96) Technical Report Summary.

SLR, 2022. Technical Report Summary for Darling Range, Western Australia, S-K 1300 Report. Report prepared for Alcoa International Corporation by SLR International Corporation, dated February 24, 2022, with an effective date of December 31, 2021

Snowden, 2015. Willowdale and Huntly Bauxite Operations Resource Estimation. Report prepared for Alcoa of Australia Limited by Snowden Mining Industry Consultants Pty Ltd, project number AAU5035 Resource Estimation Review, August.

SRK, 2017. Mineral Resource Estimates for the Alcoa Darling Range Bauxite Operations – December 2016. Report prepared for Alcoa of Australia Limited by SRK Consulting (Australasia) Pty Ltd, project number AOA002, May.

SRK, 2018. Mineral Resource Estimates for the Alcoa Darling Range Bauxite Operations – December 2017. Report prepared for Alcoa of Australia Limited by SRK Consulting (Australasia) Pty Ltd, project number AOA004, March.

 

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SRK, 2019a. Drillhole spacing study for the Alcoa Darling Range Bauxite Operations. Report prepared for Alcoa of Australia Limited by SRK Consulting (Australasia) Pty Ltd, project number AOA005, April.

SRK, 2019b. Mineral Resource Estimates for the Alcoa Darling Range Bauxite Operations – December 2018. Report prepared for Alcoa of Australia Limited by SRK Consulting (Australasia) Pty Ltd, project number AOA006, October.

SRK, 2021a. Mineral Resource Estimates for the Alcoa Darling Range Bauxite Operations – December 2020. Report prepared for Alcoa of Australia Limited by SRK Consulting (Australasia) Pty Ltd, project number AOA007, April.

SRK, 2021b. Ore Reserve estimates for the Alcoa Darling Range bauxite operations – December 2020. Report prepared for Alcoa of Australia Limited by SRK Consulting (Australasia) Pty Ltd, project number AOA007, April.

US Securities and Exchange Commission, 2018: Regulation S-K, Subpart 229.1300, Item 1300 Disclosure by Registrants Engaged in Mining Operations and Item 601 (b)(96) Technical Report Summary.

Xstract, 2016. Mineral Resource and Ore Reserve audit, Huntly and Willowdale Operations. Report prepared for Alcoa of Australia Limited by Xstract Mining Consultants Pty Ltd, project number P2173, May.

 

 

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25.0 Reliance on Information Provided by the Registrant

This report has been prepared by SLR for Alcoa. The information, conclusions, opinions, and estimates contained herein are based on:

Information available to SLR at the time of preparation of this report,

Assumptions, conditions, and qualifications as set forth in this report, and

Data, reports, and other information supplied by Alcoa and other third party sources.

For the purpose of this report (namely Section 1.3.3), SLR has relied on ownership information provided by Alcoa in a legal opinion by Paul Volich, Managing Counsel – Australia, dated 25 January 2024, entitled Technical Report Summary on the Darling Range, Western Australia S-K 1300 Report for Alcoa Corporation – that ML1SA in good standing. SLR has not researched property title or mineral rights for the Darling Range as we consider it reasonable to rely on Alcoa’s legal counsel who is responsible for maintaining this information.

SLR has relied on Alcoa for guidance on applicable taxes, royalties, and other government levies or interests, applicable to revenue or income from Darling Range in the Executive Summary and Sections 18.0 and 19.0. As Darling Range has been in operation for over ten years, Alcoa has considerable experience in this area.

The Qualified Persons have taken all appropriate steps, in their professional opinion, to ensure that the above information from Alcoa is sound.

Except for the purposes legislated under applicable securities laws, any use of this report by any third party is at that party’s sole risk.

 

 

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26.0 Date and Signature Page

This report titled “Technical Report Summary on the Darling Range, Western Australia, S-K 1300 Report” with an effective date of December 31, 2023 was prepared and signed by:

SLR International Corporation

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John R. Walker, FGS, MIMMM, FIQ

Technical Director, Mining Advisory Europe

Dated in UK

Signature Date: 21 February 2024


 

 

 

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