UNITED
STATES
SECURITIES AND EXCHANGE COMMISSION
Washington, D.C. 20549
FORM 6-K
REPORT OF FOREIGN PRIVATE ISSUER PURSUANT TO
RULE 13a-16 OR
15d-16 UNDER THE SECURITIES EXCHANGE ACT OF 1934
For the month of December 2021
Commission File Number: 001-40786
Sigma Lithium Corporation
(Translation of registrant's name into English)
2200 HSBC Building
885 West Georgia Street
Vancouver, British Columbia
V6C
3E8
(Address of principal executive office)
Indicate by check mark whether the registrant files or will file annual
reports under cover of Form 20-F or Form 40-F.
Form 20-F ¨ Form 40-F x
Indicate by check mark if the registrant is submitting the Form 6-K in paper as permitted by Regulation S-T Rule 101(b)(1): ¨
Note: Regulation S-T Rule 101(b)(1) only permits the submission in paper of a Form 6-K if submitted solely to provide an attached annual report to security holders.
Indicate by check mark if the registrant is submitting the Form 6-K in paper as permitted by Regulation S-T Rule 101(b)(7): ¨
Note: Regulation S-T Rule 101(b)(7) only permits the submission in paper of a Form 6-K if submitted to furnish a report or other document that the registrant foreign private issuer must furnish and make public under the laws of the jurisdiction in which the registrant is incorporated, domiciled or legally organized (the registrant's "home country"), or under the rules of the home country exchange on which the registrant's securities are traded, as long as the report or other document is not a press release, is not required to be and has not been distributed to the registrant's security holders, and, if discussing a material event, has already been the subject of a Form 6-K submission or other Commission filing on EDGAR.
EXHIBIT INDEX
SIGNATURES
Pursuant to the requirements of the Securities Exchange Act of 1934, the registrant has duly caused this report to be signed on its behalf by the undersigned, thereunto duly authorized.
| Sigma Lithium Corporation | |
| (Registrant) | |
| Date: December 6, 2021 | /s/ Ana Cristina Cabral Gardner |
| Ana Cristina Cabral Gardner | |
| Co-Chief Executive Officer |
Exhibit 99.1
Annual Information Form (Amended and Restated)
For the year ended December 31, 2020
December 1, 2021
TABLE OF CONTENTS
| INTERPRETATION | 6 |
| Definitions | 6 |
| CIM Definition Standards | 6 |
| CAUTIONARY NOTE REGARDING FORWARD LOOKING INFORMATION | 7 |
| CAUTIONARY NOTE REGARDING MINERAL RESOURCE AND MINERAL RESERVE ESTIMATES | 11 |
| OTHER INFORMATION | 11 |
| Currency | 11 |
| Third Party Information | 11 |
| Non-GAAP Measures | 12 |
| Date of Information | 12 |
| STRUCTURE OF THE COMPANY | 13 |
| Name, Address and Incorporation | 13 |
| Intercorporate Relationships | 13 |
| GENERAL DEVELOPMENT OF THE BUSINESS | 14 |
| Overview | 14 |
| Three Year History | 14 |
| Operations | 14 |
| Environmental Social and Governance | 16 |
| DESCRIPTION OF THE BUSINESS | 20 |
| Overview | 20 |
| Lithium Properties | 20 |
| Royalties | 27 |
| Life Cycle Analysis and Net Zero Strategy | 27 |
| Environmental Licensing and Permitting | 28 |
| Surface Rights and Other Permitting | 29 |
| Specialized Skills and Knowledge | 29 |
| Mineral Price and Economic Cycles | 29 |
| Economic Dependence | 29 |
| Bankruptcy and Similar Procedures | 29 |
| Reorganizations | 29 |
| Foreign Operations | 29 |
| Employees | 30 |
| Environmental Protection | 30 |
| Social and Environmental Policies | 30 |
| SUMMARY OF UPDATED FEASIBILITY STUDY REPORT | 30 |
| Property Description and Location | 30 |
| Accessibility, Climate, Local Resources, Infrastructure and Physiography | 31 |
| History | 31 |
| Geological Setting and Mineralization | 31 |
| Exploration | 32 |
| Drilling | 32 |
| Sample Preparation, Analyses and Security | 33 |
| Data Verification | 35 |
| Mineral processing and Metallurgical Testing | 35 |
| First Mine | 35 |
| Second Mine | 36 |
| Mineral resource estimates | 36 |
| Mineral Reserve Estimates | 40 |
| Mining methods | 41 |
| First Mine | 41 |
| Second Mine | 41 |
| Recovery methods | 42 |
| Processing Plant Description | 42 |
| Design Criteria and Utilities Requirements | 42 |
| Project Infrastructure | 43 |
| Buildings, Roads, Fuel Storage, Power Supply and Water Supply | 43 |
| Waste Rock and Tailings Disposal and Stockpiles | 43 |
| Control Systems and Communication | 44 |
| Market Studies and Contracts | 44 |
| Demand and Consumption | 44 |
| Supply | 44 |
| Contracts | 44 |
| Price Forecast | 45 |
| Environmental Studies, Permitting and Social or Community Impact | 45 |
| Applicable Legal Requirements for Project Environmental Permitting | 45 |
| Current Project Environmental Permitting Status | 45 |
| Authorizations | 46 |
| Land Access | 46 |
| Social License Considerations | 46 |
| Rehabilitation, Closure Planning and Post-Closure Monitoring | 47 |
| Second Mine Environmental Work to Date | 47 |
| Capital and Operating Costs | 47 |
| Capital Costs First Mine | 47 |
| Operating Costs First Mine | 48 |
| Plant CAPEX and OPEX Second Mine | 49 |
| Mining Capital Costs Second Mine | 49 |
| Mining Operating Costs Second Mine | 49 |
| Economic Analysis | 50 |
| Production Phase 1 | 50 |
| Production Phase 2 | 53 |
| Interpretation and Conclusions | 56 |
| Risk Assessment | 56 |
| Opportunities | 56 |
| Recommendations | 57 |
| Geology and Resources | 57 |
| First Mine Recommendations | 57 |
| Second Mine Project Recommendations | 57 |
| Competitive Conditions and Anticipated Trends | 58 |
| Emerging Market Disclosure | 61 |
| RISK FACTORS | 63 |
| Risk Factors | 63 |
| Risks Related to Resource Development | 64 |
| DESCRIPTION OF CAPITAL STRUCTURE | 78 |
| Common Shares | 78 |
| DIVIDENDS AND DISTRIBUTIONS | 78 |
| MARKET FOR SECURITIES | 79 |
| Market | 79 |
| Trading Price and Volume | 79 |
| PRIOR SALES | 80 |
| DIRECTORS AND OFFICERS | 80 |
| Name and Occupation | 80 |
| Shareholdings of Directors and Officers | 82 |
| Cease Trade Orders, Bankruptcies, Penalties or Sanctions | 82 |
| Committees of the Board | 83 |
| Conflicts of Interest | 83 |
| AUDIT COMMITTEE INFORMATION | 84 |
| Audit Committee Charter | 84 |
| Composition of the Audit Committee | 84 |
| Relevant Education and Experience | 84 |
| Audit Committee Oversight | 85 |
| Reliance on Certain Exemptions | 85 |
| Pre-Approval Policies and Procedures | 85 |
| Audit Fees | 86 |
| LEGAL PROCEEDINGS AND REGULATORY ACTIONS | 85 |
| INTEREST OF MANAGEMENT AND OTHERS IN MATERIAL TRANSACTIONS | 85 |
| TRANSFER AGENT AND REGISTRAR | 85 |
| MATERIAL CONTRACTS | 85 |
| INTERESTS OF EXPERTS | 86 |
| ADDITIONAL INFORMATION | 86 |
| SCHEDULE “A” Audit Committee Charter | 87 |
| EXHIBIT “A” TO THE AUDIT COMMITTEE CHARTER | 92 |
| SCHEDULE “B” DEFINITIONS | 94 |
INTERPRETATION
Definitions
For a description of defined terms and other reference information used in this Annual Information Form (this “AIF”), please refer to Schedule “B”.
CIM Definition Standards
The disclosure included in this AIF uses mineral resources and mineral reserves classification terms that comply with reporting standards in Canada. All mineral resource and mineral reserve estimates are made in accordance with the CIM Definition Standards and NI 43-101, which is a set of rules developed by the Canadian Securities Administrators that establishes standards for all public disclosure an issuer makes of scientific and technical information concerning mineral projects and operations. The following definitions are reproduced from the CIM Definition Standards:
A mineral resource is a concentration or occurrence of solid material of economic interest in or on the Earth’s crust in such form, grade or quality and quantity that there are reasonable prospects for eventual economic extraction. The location, quantity, grade or quality, continuity and other geological characteristics of a mineral resource are known, estimated or interpreted from specific geological evidence and knowledge, including sampling. Mineral resources are sub-divided, in order of increasing geological confidence, into inferred, indicated and measured categories, which are defined as follows:
| · | An inferred mineral resource is that part of a mineral resource for which quantity, grade or quality are estimated on the basis of limited geological evidence and sampling. Geological evidence is sufficient to imply but not verify geological and grade or quality continuity. An inferred mineral resource has a lower level of confidence than that applying to an indicated mineral resource and must not be converted to a mineral reserve. It is reasonably expected that the majority of inferred mineral resources could be upgraded to indicated mineral resources with continued exploration. |
| · | An indicated mineral resource is that part of a mineral resource for which quantity, grade or quality, densities, shape and physical characteristics are estimated with sufficient confidence to allow the application of modifying factors (as defined below) in sufficient detail to support mine planning and evaluation of the economic viability of the deposit. Geological evidence is derived from adequately detailed and reliable exploration, sampling and testing and is sufficient to assume geological and grade or quality continuity between points of observation. An indicated mineral resource has a lower level of confidence than that applying to a measured mineral resource and may only be converted to a probable mineral reserve. |
| · | A measured mineral resource is that part of a mineral resource for which quantity, grade or quality, densities, shape, and physical characteristics are estimated with confidence sufficient to allow the application of modifying factors to support detailed mine planning and final evaluation of the economic viability of the deposit. Geological evidence is derived from detailed and reliable exploration, sampling and testing and is sufficient to confirm geological and grade or quality continuity between points of observation. A measured mineral resource has a higher level of confidence than that applying to either an indicated mineral resource or an inferred mineral resource. It may be converted to a proven mineral reserve or to a probable mineral reserve. |
“Modifying factors” are considerations used to convert mineral resources to mineral reserves. These include, but are not restricted to, mining, processing, metallurgical, infrastructure, economic, marketing, legal, environmental, social and governmental factors.
2020 ANNUAL INFORMATION FORM | 6 |
A mineral reserve is the economically mineable part of a measured and/or indicated mineral resource. It includes diluting materials and allowances for losses, which may occur when the material is mined or extracted and is defined by studies at pre-feasibility or feasibility level as appropriate that include application of modifying factors. Such studies demonstrate that, at the time of reporting, extraction could reasonably be justified. Mineral reserves are sub-divided, in order of increasing geological confidence, into probable and proven categories, which are defined as follows:
| · | A probable mineral reserve is the economically mineable part of an indicated, and in some circumstances, a measured mineral resource. The confidence in the modifying factors applying to a probable mineral reserve is lower than that applying to a proven mineral reserve. |
| · | A proven mineral reserve is the economically mineable part of a measured mineral resource. A proven mineral reserve implies a high degree of confidence in the modifying factors. |
CAUTIONARY NOTE REGARDING FORWARD LOOKING INFORMATION
Certain information and statements in this AIF may constitute “forward looking information” within the meaning of Canadian securities legislation and “forward looking statements” within the meaning of U.S. securities legislation (collectively, “Forward Looking Information”), which involve known and unknown risks, uncertainties and other factors which may cause the actual results, performance or achievements of the Company, or industry results, to be materially different from any future results, performance or achievements expressed or implied by such Forward Looking Information. All statements, other than statements of historical fact, may be Forward Looking Information, including, but not limited to, mineral resource or mineral reserve estimates (which reflect a prediction of mineralization that would be realized by development). When used in this AIF, such statements generally use words such as “may”, “would”, “could”, “will”, “intend”, “expect”, “believe”, “plan”, “anticipate”, “estimate” and other similar terminology. These statements reflect management’s current expectations regarding future events and operating performance and speak only as of the date of this AIF. Forward Looking Information involves significant risks and uncertainties, should not be read as guarantees of future performance or results, and does not necessarily provide accurate indications of whether or not such results will be achieved. A number of factors could cause actual results to differ materially from the results discussed in the Forward Looking Information, which is based upon what management believes are reasonable assumptions, and there can be no assurance that actual results will be consistent with the Forward Looking Information.
In particular (but without limitation), this AIF contains Forward Looking Information with respect to the following matters: statements regarding anticipated decision making with respect to the Project; capital expenditure programs; estimates of mineral resources and mineral reserves; development of mineral resources and mineral reserves; government regulation of mining operations and treatment under governmental and taxation regimes; the future price of commodities, including lithium; the realization of mineral resource and mineral reserve estimates, including whether mineral resources will ever be developed into mineral reserves; the timing and amount of future production; currency exchange and interest rates; expected outcome and timing of environmental surveys and permit applications and other environmental matters; the Company’s ability to raise capital and obtain project financing; expected expenditures to be made by the Company on its properties; successful operations and the timing, cost, quantity, capacity and quality of production; capital costs, operating costs and sustaining capital requirements, including the cost of construction of the processing plant for the Project; and competitive conditions and anticipated trends post-COVID-19 pandemic and the ongoing uncertainties and effects in respect of the COVID-19 pandemic.
2020 ANNUAL INFORMATION FORM | 7 |
Forward Looking Information does not take into account the effect of transactions or other items announced or occurring after the statements are made. Forward Looking Information is based upon a number of expectations and assumptions and is subject to a number of risks and uncertainties, many of which are beyond the Company’s control, that could cause actual results to differ materially from those disclosed in or implied by such Forward Looking Information. With respect to the Forward Looking Information, the Company has made assumptions regarding, among other things:
| · | General economic and political conditions |
| · | Stable and supportive legislative, regulatory and community environment in the jurisdictions where the Company operates |
| · | Stability and inflation of the Brazilian Real, including any foreign exchange or capital controls which may be enacted in respect thereof, and the effect of current or any additional regulations on the Company’s operations |
| · | Anticipated trends and effects in respect of the COVID-19 pandemic and post-pandemic |
| · | Demand for lithium, including that such demand is supported by growth in the electric vehicle (“EV”) market |
| · | Estimates of, and changes to, the market prices for lithium |
| · | The impact of increasing competition in the lithium business and the Company’s competitive position in the industry |
| · | The Company’s market position and future financial and operating performance |
| · | The Company’s estimates of mineral resources and mineral reserves, including whether mineral resources will ever be developed into mineral reserves |
| · | Anticipated timing and results of exploration, development and construction activities |
| · | Reliability of technical data |
| · | The Company’s ability to develop and achieve production at the Project |
| · | The Company’s ability to obtain financing on satisfactory terms to develop the Project |
| · | The Company’s ability to obtain and maintain mining, exploration, environmental and other permits, authorizations and approvals for the Project |
| · | The timing and possible outcome of regulatory and permitting matters for the Project |
| · | The exploration, development, construction and operational costs for the Project |
| · | The accuracy of budget, construction and operations estimates for the Project |
| · | Successful negotiation of definitive commercial agreements, including off-take agreements for the Project |
| · | The Company’s ability to operate in a safe and effective manner. |
Although management believes that the assumptions and expectations reflected in such Forward Looking Information are reasonable, there can be no assurance that these assumptions and expectations will prove to be correct. Since Forward Looking Information inherently involves risks and uncertainties, undue reliance should not be placed on such information.
The Company’s actual results could differ materially from those anticipated in any Forward Looking Information as a result of various known and unknown risk factors, including (but not limited to) the risk factors referred to under the heading “Risk Factors” in this AIF. Such risks relate to, but are not limited to, the following:
| · | The Company may not develop the Project into a commercial mining operation |
| · | There can be no assurance that market prices for lithium will remain at current levels or that such prices will improve |
| · | The market for electric vehicles (“EVs”) and other large format batteries currently has limited market share and no assurances can be given for the rate at which this market will develop, if at all, which could affect the success of the Company and its ability to develop lithium operations |
| · | Changes in technology or other developments could result in preferences for substitute products |
| · | New production of lithium hydroxide or lithium carbonate from current or new competitors in the lithium markets could adversely affect prices |
| · | The Project is at development stage and the Company’s ability to succeed in progressing through development to commercial operations will depend on a number of factors, some of which may be outside its control |
| · | The Company’s financial condition, operations and results of any future operations are subject to political, economic, social, regulatory and geographic risks of doing business in Brazil |
2020 ANNUAL INFORMATION FORM | 8 |
| · | Violations of anti-corruption, anti-bribery, anti-money laundering and economic sanctions laws and regulations could materially adversely affect the Company’s business, reputation, results of any future operations and financial condition |
| · | The Company is subject to regulatory frameworks applicable to the Brazilian mining industry which could be subject to further change, as well as government approval and permitting requirements, which may result in limitations on the Company’s business and activities |
| · | The Company’s operations are subject to numerous environmental laws and regulations and expose the Company to environmental compliance risks, which may result in significant costs and have the potential to reduce the profitability of operations |
| · | Physical climate change events and the trend toward more stringent regulations aimed at reducing the effects of climate change could have an adverse effect on the Company’s business and future operations |
| · | As the Company does not have any experience in the construction and operation of a mine, processing plants and related infrastructure, it is more difficult to evaluate the Company’s prospects, and the Company’s future success is more uncertain than if it had a more proven history of developing a mine |
| · | The Company’s future production estimates are based on existing mine plans and other assumptions which change from time to time. No assurance can be given that such estimates will be achieved |
| · | The Company may experience unexpected costs and cost overruns, problems and delays during construction, development, mine start-up and operations for reasons outside of the Company’s control, which have the potential to materially affect its ability to fully fund required expenditures and/or production or, alternatively, may require the Company to consider less attractive financing solutions |
| · | The Company’s capital and operating cost estimates may vary from actual costs and revenues for reasons outside of the Company’s control |
| · | The Company’s operations are subject to the high degree of risk normally incidental to the exploration for, and the development and operation of, mineral properties |
| · | Insurance may not be available to insure against all such risks, or the costs of such insurance may be uneconomic. Losses from uninsured and underinsured losses have the potential to materially affect the Company’s financial position and prospects |
| · | The Company is subject to risks associated with securing title and property interests |
| · | The Company is subject to strong competition in Brazil and in the global mining industry |
| · | The Company may become subject to government orders, investigations, inquiries or other proceedings (including civil claims) relating to health and safety matters, which could result in consequences material to its business and operations |
| · | The Company’s mineral resource and mineral reserve estimates are estimates only and no assurance can be given that any particular level of recovery of minerals will in fact be realized or that identified mineral resources or mineral reserves will ever qualify as a commercially mineable (or viable) deposit |
| · | The Company’s operations and the development of its projects may be adversely affected if it is unable to maintain positive community relations |
| · | The Company is exposed to risks associated with doing business with counterparties, which may impact the Company’s operations and financial condition |
| · | Any limitation on the transfer of cash or other assets between the Company and the Company’s subsidiaries, or among such entities, could restrict the Company’s ability to fund its operations efficiently |
| · | The Company is subject to risks associated with its reliance on consultants and others for mineral exploration and exploitation expertise |
| · | The current COVID-19 pandemic could have a material adverse effect on the Company’s business, operations, financial condition and stock price |
| · | If the Company is unable to ultimately generate sufficient revenues to become profitable and have positive cash flows, it could have a material adverse effect on its prospects, business, financial condition, results of operations or overall viability as an operating business |
| · | The Company is subject to liquidity risk and therefore may have to include a “going concern” note in its financial statements |
| · | The Company may not be able to obtain sufficient financing in the future on acceptable terms, which could have a material adverse effect on the Company’s business, results of operations and financial condition. In order to obtain additional financing, the Company may conduct additional (and possibly dilutive) equity offerings or debt issuances in the future |
2020 ANNUAL INFORMATION FORM | 9 |
| · | The Company may be unable to achieve cash flow from operating activities sufficient to permit it to pay the principal, premium, if any, and interest on the Company’s indebtedness, or maintain its debt covenants |
| · | The Company has not declared or paid dividends in the past and may not declare or pay dividends in the future |
| · | The Company will incur increased costs as a result of being a public company both in Canada listed on the TSXV and in the United States listed on the Nasdaq Capital Market (“Nasdaq”), and its management will be required to devote further substantial time to United States public company compliance efforts |
| · | If the Company does not maintain adequate and appropriate internal controls over financial reporting as outlined in accordance with NI 52-109 or the Rules and Regulations of the SEC, the Company will have to report a material weakness and disclose that the Company has not maintained appropriate internal controls over financial reporting |
| · | As a foreign private issuer, the Company is subject to different U.S. securities laws and rules than a domestic U.S. issuer, which may limit the information publicly available to its shareholders |
| · | Failure to retain key officers, consultants and employees or to attract and, if attracted, retain additional key individuals with necessary skills could have a materially adverse impact upon the Company’s success |
| · | The Company is subject to currency fluctuation risks |
| · | From time to time, the Company may become involved in litigation, which may have a material adverse effect on its business financial condition and prospects |
| · | Certain directors and officers of the Company are, or may become, associated with other natural resource companies which may give rise to conflicts of interest |
| · | The market price for the Company’s shares may be volatile and subject to wide fluctuations in response to numerous factors beyond its control, and the Company may be subject to securities litigation as a result |
| · | If securities or industry analysts do not publish research or reports about the Company’s business, or if they downgrade the Common Shares, the price of the Common Shares could decline |
| · | The Company will have broad discretion over the use of the net proceeds from offerings of its securities |
| · | There is no guarantee that the Common Shares will earn any positive return in the short term or long term |
| · | The Company has a major shareholder which owns 55.5% of the outstanding Common Shares and, as such, for as long as such shareholder directly or indirectly maintains a significant interest in the Company, it may be in a position to affect the Company’s governance, operations and the market price of the Common Shares |
| · | As the Company is a Canadian corporation but most of its directors and officers are not citizens or residents of Canada or the U.S., it may be difficult or impossible for an investor to enforce judgements against the Company and its directors and officers outside of Canada and the U.S. which may have been obtained in Canadian or U.S. courts or initiate court action outside Canada or the U.S. against the Company and its directors and officers in respect of an alleged breach of securities laws or otherwise. Similarly, it may be difficult for U.S. shareholders to effect service on the Company to realize on judgments obtained in the United States |
| · | The Company is governed by the corporate and securities laws of the Province of British Columbia and of Canada, which in some cases have a different effect on shareholders than U.S. corporate laws and U.S. securities laws |
| · | The Company is subject to risks associated with its information technology systems and cyber-security |
| · | The Company may be a Passive Foreign Investment Company, which may result in adverse U.S. federal income tax consequences for U.S. holders of Common Shares |
Readers are cautioned that the foregoing lists of assumptions and risks is not exhaustive. The Forward Looking Information contained in this AIF is expressly qualified by these cautionary statements. All Forward Looking Information in this AIF speaks as of the date of this AIF. The Company does not undertake any obligation to update or revise any Forward Looking Information, whether as a result of new information, future events or otherwise, except as required by applicable securities law. Additional information about these assumptions, risks and uncertainties is contained in the Company’s filings with securities regulators, including the Company’s most recent annual and interim MD&A, which are available on SEDAR at www.sedar.com.
2020 ANNUAL INFORMATION FORM | 10 |
CAUTIONARY NOTE REGARDING MINERAL RESOURCE AND MINERAL RESERVE ESTIMATES
Technical disclosure regarding the Company’s properties included in this AIF, and in the documents incorporated herein by reference has not been prepared in accordance with the requirements of U.S. securities laws. Without limiting the foregoing, such technical disclosure uses terms that comply with reporting standards in Canada and estimates are made in accordance with NI 43-101. Unless otherwise indicated, all mineral reserve and mineral resource estimates contained in the technical disclosure have been prepared in accordance with NI 43-101 and the CIM Definition Standards.
Under the SEC rules regarding disclosure of technical information, the definitions of “proven mineral reserves” and “probable mineral reserves” are substantially similar to the corresponding CIM Definition Standards, and the SEC recognizes “measured mineral resources”, “indicated mineral resources” and “inferred mineral resources” which are also substantially similar to the corresponding CIM Definition Standards. However, there are still differences in the definitions and standards under the SEC rules and the CIM Definition Standards. Therefore, the Company’s mineral resources and reserves as determined in accordance with NI 43-101 may be significantly different than if they had been determined in accordance with the SEC rules.
OTHER INFORMATION
Currency
This AIF contains references to United States dollars, Canadian dollars and Brazilian Reais. All dollar amounts referenced, unless otherwise indicated, are expressed in Canadian dollars “Cdn$”. United States dollars are referred to as “US$”. Brazilian Reais are referred to as “R$”.
The following table sets forth the high and low, average and period-end exchange rates for one US dollar expressed in Canadian dollars and Brazilian Reais for each period indicated, based upon the daily exchange rates provided by the Bank of Canada and FactSet:
| United States Dollars into Canadian Dollars and Brazilian Reais | ||||||||
| 2020 | 2019 | |||||||
| High | Cdn$1.45/R$5.93 | Cdn$1.36/R$4.27 | ||||||
| Low | Cdn$1.27/R$4.02 | Cdn$1.30/R$3.64 | ||||||
| Rate at end of period | Cdn$1.27/R$5.19 | Cdn$1.30/R$4.02 | ||||||
| Average rate for period | Cdn$1.34/R$5.15 | Cdn$1.33/R$3.94 | ||||||
On November 30, 2021, the rate for Canadian dollars (as quoted by the Bank of Canada) and Brazilian Reais (as quoted by FactSet) in terms of the United States dollar was US$1.00 = Cdn$1.2828/R$5.6486.
Third Party Information
This AIF includes market, industry and economic data and projections obtained from various publicly available sources and other sources believed by the Company to be true. Although the Company believes these to be reliable, it has not independently verified the information from third party sources, or analyzed or verified the underlying reports relied upon or referred to by the third parties, or ascertained the underlying economic and other assumptions relied upon by the third parties. The Company believes that the market, industry and economic data and projections are accurate and that the estimates and assumptions are reasonable, but there can be no assurance as to their accuracy or completeness. The accuracy and completeness of the market, industry and economic data and projections in this AIF are not guaranteed and the Company does not make any representation as to the accuracy or completeness of such information.
2020 ANNUAL INFORMATION FORM | 11 |
Non-GAAP Measures
This AIF and the Updated Feasibility Study Report incorporated by reference herein contains certain non-GAAP measures. The non-GAAP measures do not have any standardized meaning within IFRS and therefore may not be comparable to similar measures presented by other companies. These measures provide information that is customary in the mining industry and that is useful in evaluating the Project. This data should not be considered as a substitute for measures of performance prepared in accordance with IFRS.
Qualified Person
Mr. Wes Roberts, P.Eng., a member of the technical committee of the Company, is the “qualified person” under NI 43-101 who reviewed and approved the technical information disclosed in this AIF and the documents incorporated by reference herein.
Date of Information
Except as otherwise indicated, all information disclosed in this AIF is as of December 1, 2021.
2020 ANNUAL INFORMATION FORM | 12 |
STRUCTURE OF THE COMPANY
Name, Address and Incorporation
Sigma Lithium Corporation (the “Company” or “Sigma”) is domiciled in Canada and was incorporated under the Canada Business Corporations Act on June 8, 2011 originally under the name Margaux Red Capital Inc. The current business of Sigma was acquired through a reverse take-over transaction on April 30, 2018 pursuant to which the Company acquired Sigma Lithium Resources Inc (“Sigma Holdings”) which held (and continues to hold) the Grota do Cirilo Project, located in the state of Minas Gerais in Brazil (the ”Project”) through a Brazilian wholly-owned subsidiary, Sigma Mineração S.A. (“Sigma Brazil”). On completion of the reverse take-over transaction, the Company implemented a share consolidation. On July 5, 2021, the Company changed its name from “Sigma Lithium Resources Corporation” to “Sigma Lithium Corporation”.
The head office of the Company is at Suite 2200, HSBC Building, 885 West Georgia St. Vancouver, BC V6C 3E8 Canada and its web site is www.sigmalithium.ca.
Intercorporate Relationships
The corporate structure of the Company, its subsidiaries, the jurisdiction of incorporation of such corporations and the percentage of equity ownership are set out in the following chart:
2020 ANNUAL INFORMATION FORM | 13 |
GENERAL DEVELOPMENT OF THE BUSINESS
Overview
Sigma is a Canadian-based mineral processing and development company, focused on advancing, with an environmental sustainability directed strategy, one of the largest hardrock lithium projects in the Americas - its wholly-owned Grota do Cirilo Project in Brazil, with the goal of participating in the rapidly expanding lithium-ion battery supply chain for EVs. For further information on the business of the Company, please refer to “Description of the Business”.
Three Year History
The following is a summary of the key developments that have generally influenced the development of the Company’s business and projects over the last three years.
Operations
The Company continues to advance toward initiating commercial production in 2022. On November 9, 2021, the Company announced that it is mobilizing its workforce and equipment on site for construction of the Production Plant. This stage comprises the earthworks necessary for installation of the Production Plant and infrastructure foundations. It is expected that approximately one million cubic meters of soil/subsoils will be moved, employing a workforce of approximately 180 personnel. Completion of this stage is expected within three months.
The Company successfully completed several workstreams involved in the pre-construction of the Project within its schedule and budget parameters. In 2021, the Company reached major milestones towards engineering and construction, despite challenging circumstances created by the COVID-19 pandemic.
The Company is managing three interconnected workstreams aimed to develop the Project as a whole:
| · | The completion of detailed engineering and execution and management of construction activities for Production Phase 1 and the Production Plant |
| · | The completion of the pre-feasibility study of Production Phase 2, aimed at a potential production expansion |
| · | The continued exploration and expansion of the Project’s estimated mineral resources, with the objective of increasing the Project’s mine life and/or a potential Production Phase 3 expansion scenario |
For further information on Production Phase 1, Production Phase 2 and Production Phase 3, please refer to “Description of the Business – Current Status of the Project”.
In relation to the Production Phase 1 workstream, the Company expects Front-End Engineering and Design (“FEED”) to be finalized in the fourth quarter of 2021. The revised capital expenditure (“CAPEX”) estimation is ongoing and final CAPEX with a Project Execution Plan (“PEP”) is also expected to be complete in the fourth quarter of 2021. Subsequently, Board approval for the Production Phase 1 construction plan could be made formalizing a final investment decision. Immediately thereafter, the Company would place orders for long lead items and reserve manufacturing slots with the key vendors whose equipment is part of the construction critical path. Contracts for earthmoving, civil construction, and the orders for long lead items, will be paid for with funds already in the Company treasury and currently earmarked for construction.
Following the successful conclusion of the first phase of FEED, Promon Engenharia Ltda. (“Promon”) and Primero Group Ltd (“Primero”) will remain engaged by the Company and continue to focus on negotiating and securing long lead items for the construction of the Production Plant. The Company is currently negotiating an agreement for the engineering, procurement, and construction management (“EPCM”) of the Production Plant and associated infrastructure with both engineering firms. The Company is also in negotiations with two finalist mining contractors to build and operate the First Mine at the Project.
The Company continued to demonstrate the unique extent and high-purity quality of its hard rock lithium mineralization at the Project and its commercial and market relevance by having significantly advanced its strategic goals on three fronts: short term production scheduled for 2022, the viability of a near-term production expansion contemplated for 2023, and the determination of the ultimate extent of mineral resources at the Project, all while maintaining its strategic leadership in ESG in the lithium supply chain.
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For further information on the Project, please refer to “Description of the Business – Current Status of the Project”.
On December 1, 2021, the Company filed on SEDAR the Updated Feasibility Study Report in respect of its preliminary economic assessment on Production Phase 2 of the Project. The Updated Feasibility Study Report was prepared by leading mining consultancies and the professional services firms Primero, SGS Canada Lakefield (“SGS”), and GE21 Consultoria Mineral (“GE21”). Please refer to “Description of the Business – Current Status of the Project” and “Summary of Updated Feasibility Study Report”. This approach was the result of a thorough review of the Company´s strategic priorities, with the objective of potentially responding to a significant increase in demand from its customers and solidifying its unique market position as a future supplier of high purity 6% battery grade lithium concentrate (“Battery Grade Green and Sustainable Lithium”). It also aims to significantly increase both the scale of the Project and its commercial and market importance on three fronts: (i) future production, (ii) scale of mineral reserves and (iii) scale of mineral resources, all while maintaining its battery grade green lithium products and the Company’s strategic leadership in ESG in the lithium supply chain.
The Company (prior to the severe second wave of COVID-19) revised its strategy regarding certain international third-party engineering service providers and replaced them with Brazil-based specialists, anticipating the severely restrictive global travel bans that followed in the fourth quarter of 2020 as a result of the second wave. This pre-emptive change enabled the Company to successfully complete all field activities on time and on budget, and to continue to execute engineering activities during the rest of 2021.
In that regard, the Company has also made significant progress in further strengthening its project team, aligning and defining scope requirements as well as advancing the Project’s execution strategy. The Company has added several senior professionals as part of its project implementation team. Key Project consultants include a mix of experienced Brazilian and international engineers actively engaged on or off site, and currently includes GE21, MDGeo Hidrogeologia e Meio Ambiente (“MDGEO”), APL Engenharia (“APL”), Primero, SGS, Metso-Outotec (“Metso”) and SRK Consulting Inc (“SRK”).
The Company added two senior project management professionals to lead the Project Management Office (“PMO”): a senior mineral processing engineer and a senior geotechnical geologist. They report to Calvyn Gardner, one of the Company’s co-CEOs, who has primary responsibility for all technical workstreams and has been based full time at the Project since August 2020. This core team has been providing valuable oversight on project delivery, while interfacing with the detailed engineering team, construction contractors, equipment vendors and other stakeholders, aligning them to the Project objectives. The PMO has established standard management processes and strategies regarding project execution, contract management, project delivery and document controls.
In addition, following the listing on the Nasdaq, the corporate finance and business development teams were also strengthened with the addition of two senior professionals: the company appointed a new CFO and a Director of Business Development and Investor Relations.
Overall, although working under a strict COVID-19 Protocol (the “Protocol”), the Company made significant progress in 2021 to date, despite the circumstances created by the COVID-19 pandemic. The Protocol was developed in conjunction with Brazilian health advisors, who are consulted on a regular basis to refine and adapt the Protocol to respond to the evolving COVID-19 situation in Brazil. An average of 86 people worked at the Project site, of which only two tested positive for COVID-19. They received prompt medical assistance and have fully recovered. Since the implementation of the Protocol, the Company has not reported any new cases on site. Nevertheless, the COVID-19 situation in Brazil remains challenging. The Company has been actively monitoring any additional impacts on pre-construction activities and the pre-construction schedule. Mandatory mask wearing on site and premises, physical distancing requirements and additional sanitary measures, along with testing measures for workers accessing the site, have brought delays to the expected date to commence production in the fourth quarter of 2022. In addition, the Company continues to support the municipalities of Itinga and Araçuaí in their ongoing response to the pandemic (please refer to “Environmental Social and Governance”).
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Further to the information referenced above regarding Production Phase 1, based on the design considered by the Updated Feasibility Study Report, the Production Plant will have the capacity to process 1.5 million metric tonnes of mineralized spodumene material per year from the Project. The Production Plant design is projected to produce 220,000 tonnes of Battery Grade Green and Sustainable Lithium per annum, with one of the lowest reported levels of impurities in the world. The Updated Feasibility Study Report assumes: (i) conventional open-pit mining operation; (ii) a low risk approach, building a commercial production plant utilizing conventional lithium Dense Media Separation (“DMS”) and attributing a conservative recovery rate of 60%, (iii) average annual production of 220,000 tonnes of 6% battery grade lithium concentrate, (iv) a mine life of 9.2 years, (v) projected cash operating costs of US$238 per tonne of lithium concentrate (cash cost CIF China of US$ 342 per tonne of lithium concentrate), among the lowest reported costs globally. The Updated Feasibility Study Report estimates were prepared using a cut-off grade of 0.5% Li2O and include: (i) a Mineral Reserves estimate of 10.27 million tonnes of proven reserves with average 1.45% Li2O content and 3.52 million tonnes of probable reserves with 1.47% Li2O content, and (ii) a Mineral Resources estimate of 26.34 million tonnes of measured resources with average 1.39% Li2O content, 19.44 million tonnes of indicated resources with average 1.37% Li2O content and 6.6 million tonnes of inferred resources (representing approximately 1,560,919 tonnes of LCE in the measured and indicated categories, with a further 220,070 tonnes LCE in the inferred category).
The positive economics reflected in the Updated Feasibility Study Report provides a strong platform to continue developing the Company’s extensive mineral properties at the Project, which includes nine past-producing lithium mines.
On November 6, 2019, the Company filed the Feasibility Study Report on Production Phase 1 and the Production Plant.
Since the fourth quarter of 2018, the Company has been producing low carbon high purity lithium concentrate at an on-site demonstration pilot plant and has shipped samples to potential customers for product certification and testing (the “Demonstration Plant”). The production from the Demonstration Plant has been an important part of the Company’s successful commercial strategy for its Battery Grade Green and Sustainable Lithium.
On March 23, 2018, Sigma Holdings published a technical report relating to the Project titled “Technical Report, Northern and Southern Complexes Project, Araçuaí and Itinga, Brazil” with an effective date of January 29, 2018 and prepared by Marc-Antoine Laporte, P. Geo, of SGS.
Environmental Social and Governance
In November 2021, Ana Cabral-Gardner, the other co-CEO of the Company, was nominated by a national focal point (“NFP”) as a representative to the United Nations Convention on Climate Change. She actively participated in the event as a speaker, including a panel on the theme “Circular Economy and the 21st Century City: Unlocking the Social & Environmental Benefits of the Sustainable City,” presenting the Company’s project to recycle tailings from its greentech plant and the ensuing economic development impact for the region. Ana also spoke at the main event/Blue Zone regarding “The Future of ESG Investing: Enabling the Energy Transition to a Net Zero World.”
In September 2021, the Company announced the constitution of an environmental sustainability and social impact committee (the “ESG Committee”), created to assist the Board with its ESG centric strategy. Ana Cabral-Gardner and Marcelo Paiva were appointed as co-Chairs of the ESG Committee. Maria Salum, Chief Sustainability Officer will act as senior advisor to the ESG Committee. The purpose of the committee is to advise and support co-CEOs Ana Cabral-Gardner and Calvyn Gardner in determining and implementing the Company’s wide range environmental and social sustainability initiatives, based on the selected sustainable development goals (the “Mission Critical SDGs”) for each of the two aspects of ESG: “E” environmental and “S” social. There are two key initiatives that will be the focus of the Committee: (i) establishing the Investment Agency which encompasses the coordination of the social programs of the Company; and (ii) overseeing strategy and coordinating with Board’s Technical Committee to drive the Company to its ambitious net zero 2024 targets (measured as emissions minus carbon credits), within this Decade of Action and 26 years ahead of United Nations’ 2050 targets.
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In September 2021, Ana Cabral-Gardner, co-CEO, was invited to the United Nations (“UN”) High-Level Dialogue on Energy Transition that took place in tandem with the UN General Assembly in New York. The Company demonstrated its alignment with the Paris Climate Accord and submitted an Energy Compact proposal committing to supply the production levels of lithium materials to enable energy transition. The Company targeted to reach net zero carbon emissions after its second year of production in 2024 (26 years ahead of UN targets for net zero emissions in 2050 and six years ahead of UN Decade of Action targets outlined at 2030 Agenda for Sustainable Development and the Paris Agreement on climate change).
Earlier in 2021, the Company commissioned two assessments of its net carbon footprint. It conducted an independent ISO 14000 compliant audit of its life cycle analysis, and is in process to complete an independent expert validation of its carbon credits generated by its internal preservation, reforestation, and compensation forestry programs.
Following the principles of the United Nations Sustainable Development Goals (“UN-SDGs”), in particular UN-SDG #11 (sustainable cities) and UN-SDG #8 (decent work and economic growth), the Company is leading the creation, structuring and operations of an independent agency to promote private investment and economic diversification of the Vale do Jequitinhonha region, where the Project is located (the “Investment Agency”). The Investment Agency aims to transform the region with organized activities to stimulate development, contributing to the diversification of the business environment through the attraction of investments to the two municipalities of Araçuaí and Itinga in Brazil.
The Company has successfully obtained institutional support for the Investment Agency from the government of Minas Gerais and the Secretary of Special Development Projects (“INDI”) and from the mayors of Araçuaí and Itinga, following the principles of UN-SDG #17 (partnership for the goals). The Company engaged TSX Advisors Ltda (“TSX Advisors”), a specialist consulting firm, to lead the project to structure and implement the Investment Agency. TSX Advisors has a successful track record of executing similar projects for Brazil´s largest mining companies. At a ceremony presided over by the Vice Governor of Minas Gerais, the Investment Agency was launched in September 2021, during the week celebrating the 150 years of establishment of the town of Araçuai.
In 2021, the Company revived and expanded its COVID-19 prevention initiative, distributing an additional 12,000 units of hospital disinfectant (totaling 12 tonnes) as well as 2,400 “family size” hand sanitizers (totaling 840 kg of the product). The Company was able to access the procurement of most of these items at cost as a result of the support of certain of its shareholders. All these actions to combat and prevent COVID-19 were in partnership with the municipalities of Araçuaí and Itinga, that led the logistics of distributing the materials to the end users.
On April 29, 2021, in line with UN-SDGs #17 (partnership for the goals), UN-SDG #1 (no poverty) and UN-SDG #2 (zero hunger), the Company launched “Sigma contra a fome” (Sigma against hunger) - an initiative to provide humanitarian relief during the next 10 months of the pandemic for the population living in poverty. The initiative has been distributing 600 basic food baskets per month to 600 families, totaling 6,000 food baskets (with an average of four people), feeding approximately 2,400 people per month. Additionally, the Company´s initiative fostered the social entrepreneurship of the community, where local businesses, by means of the Rotary Club, matched the initiative and committed to donate 5,000 food baskets. The Company was also an anchor donor to the Rotary Club initiative, donating an additional 1,000 food baskets.
On May 4, 2020, in line with UN-SDG #3 (Good Health and Well Being), the Company announced, as part of its active engagement in the fight against the spread of COVID-19, that it donated 12 tonnes of sodium hypochlorite (hospital sanitizer liquid bleach) in 12,000 bottles to 16 entities in the Vale do Jequitinhonha region, including hospitals, medical clinics, prisons, nursing homes, care centers for people with disabilities and religious entities. This amount was sufficient to supply these entities until December 2020.
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In addition to the initiatives described above, the Company has ongoing comprehensive environmental and social programs in process, consistent with its leadership role in ESG in the lithium mining sector and its commitment to sustainable mining.
The mitigating social and environmental programs already initiated or to commence during the construction phase aim to establish actions to proactively mitigate, prevent, control and compensate for the environmental impacts that could be caused by mining and processing activities to be carried out by the Company once it commences production. These programs and actions, which are described below, are also based on the UN-SDGs:
| · | Programs and actions to commence in the fourth quarter of 2021: the Company expects to complete a program for the implementation and maintenance of rain drainage systems and containment of erosion processes; noise and vibration levels control and monitoring program; and a monitoring program for domestic and industrial effluents. |
| · | Programs and actions initiated in the second half of 2021: air emissions control and air quality monitoring programs and surface water quality monitoring program. |
| · | Programs and actions initiated in the first half of 2021: program to rescue and drive away the local fauna from industrial site; program to rescue threatened and endemic flora; and a fauna monitoring program. |
| · | Programs and Actions initiated in 2020: solid waste management program; waste reuse plan; environmental education program; program for the prioritization and professional training of local suppliers; accident prevention and public health program; social communication program; maintenance and conservation program for permanent preservation areas and legal reserves; environmental management and supervision plan; monitoring program for vegetation planted; program for visual monitoring of environmental impacts and mitigating measures; and specific conservation and monitoring programs for endangered species. |
On November 8, 2019, Ana Cabral-Gardner addressed the World Climate Summit during the UN Climate Change Conference COP-25 in Madrid and presented a case study for the Company as an ESG “green mining” company and the role played by its investors in providing the capital and leadership to drive the implementation of environmental and social best practices in developing the Project.
Corporate
On October 5, 2021, the Company announced the signing of a binding term sheet for an offtake agreement on a “take or pay” basis (the “Offtake”) for the sale of Battery Grade Green and Sustainable Lithium to LG Energy Solution, Ltd (“LGES”), one of the world’s largest manufacturers of advanced lithium-ion batteries for electric vehicles. The six-year Offtake for Battery Grade Green and Sustainable Lithium scales from 60,000 tonnes per year in 2023 to 100,000 tonnes per year from 2024 to 2027 subject to the Company and LGES executing a mutually acceptable definitive documentation to implement the Offtake. The Company and LGES also agreed to negotiate each year, starting in 2022, an additional optional supply of Battery Grade Green and Sustainable Lithium, not otherwise committed in other Sigma Lithium offtake arrangements. The purchase price for the Battery Grade Green and Sustainable Lithium under the Offtake will be linked to market prices for the high purity lithium hydroxide during the term of the Offtake. The Offtake is intended to be legally binding on both the Company and LGES, and is subject to, among other things, completion of the negotiation of definitive written agreement(s), which are to be consistent with the agreed terms contained in the binding term sheet.
On September 13, 2021, the Company completed its dual-listing process and the Common Shares began trading in the U.S. on the Nasdaq. The Company is pleased to report that its corporate governance policies and the make up of the Board are compliant with required Nasdaq and SEC governance standards, including Nasdaq’s diversity requirement for a company’s board to have at least one female director and at least one additional diverse director.
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On September 8, 2021, the Company announced the appointment of Ana Cabral-Gardner as Co-CEO, joining Calvyn Gardner, who was previously CEO and also became Co-CEO as well as the new management appointment of Felipe Peres as Chief Financial Officer. The Company also announced the constitution of an ESG Board Committee resulting from the program intended to achieve Net Zero emissions by 2024 and the issuance of performance-based RSUs to the Co-CEOs.
On June 29, 2021, the Company held the annual and special meeting of the Company’s shareholders. At such meeting, the Company’s shareholders approved: (i) the election of Gary Litwack (independent), Frederico Marques (independent), Calvyn Gardner, Marcelo Paiva, and Ana Cabral-Gardner as the directors of the Company; (ii) the re-appointment of KPMG LLP as the auditors of the Company for the financial year ended December 31, 2021; (iii) a special resolution authorizing and approving the amendment to the Company’s articles to effect the change of the Company’s name from “Sigma Lithium Resources Corporation” to “Sigma Lithium Corporation”; (iv) an ordinary resolution approving the repeal and replacement of the existing by-laws of the Company with a new By-Law No. 1; and (v) a special resolution approving the amendment to the articles of the Company to effect a consolidation of the Common Shares on the basis of one (1) post-consolidation common share for up to ten (10) pre-consolidation common shares, as determined by the Board at its sole discretion.
On February 12, 2021, the Company announced the closing of a non-brokered private placement (the “2021 Offering”) of 9,545,455 Common Shares at a price of Cdn$4.40 per Common Share for aggregate gross proceeds of Cdn$42.0 million. The size of the 2021 Offering reflected a significant upsizing due to strong institutional investor demand.
On December 7, 2020, the Company announced that it received a binding commitment for a Cdn$18,750,000 (R$75,000,000) credit line (“Development Credit Line”) from Banco de Desenvolvimento de Minas Gerais. The closing of the Development Credit Line is subject to the negotiation of definitive documentation and other customary closing conditions, followed by final credit approval for draw-downs.
On September 25, 2020, the Company announced a management appointment and updates to the Board. The Company appointed Maria Jose Salum as its Chief Sustainability Officer. The Company also announced the constitution of a Technical Board Committee with Wes Roberts and Vicente Lobo as the Co-Chairs. Ana Cabral-Gardner was appointed as Co-Chairman of the Board, joining Calvyn Gardner, who was previously Chairman and also became Co-Chairman of the Board.
On August 13, 2020, the Company announced the closing of a non-brokered private placement (the “2020 Offering”) of 8,250,200 Common Shares at a price of Cdn$2.15 per Common Share for aggregate gross proceeds of US$13.3 million (approximately Cdn$17.8 million). The size of the 2020 Offering reflected an upsizing by one-third from the original intended amount announced on July 27, 2020, due to strong institutional investor demand.
On June 29, 2020, the Company announced the signing of a term sheet for a US$45 million senior secured project finance facility (the “Bank Project Finance Facility”) to be led by Societe Generale. The consummation of the Bank Project Finance Facility remains subject to completion of due diligence, credit approval, the negotiation of definitive documentation and other customary closing conditions.
A10 Group has supported the Company´s liquidity needs without additional equity incentives on two occasions, both in connection with then challenging capital markets conditions:
| 1) | On November 29, 2019, in order to fund its working capital, the Company entered into an agreement with the A10 Group providing for a Cdn$6.6 million (US$5.0 million) revolving credit facility (the “Unsecured Credit Facility Agreement”), bearing interest at 11% per annum, calculated from the day funds were drawn. The Unsecured Credit Facility Agreement did not include any warrants or other incentives. It had a one-year term, which was the maturity for all funds drawn, and allowed funding for lender-approved expenses. Its term was extended twice by A10 Group, for both principal and accrued interest, without any penalties or additional charges until September 2021, when it was repaid in full. |
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| 2) | During March of 2018, A10 Group, provided several bridge loans to the Company in the aggregate amount of R$1,747,600 (US$595,932) with interest calculated pursuant to the CDI (Brazilian Interbank Rate) plus a 4% per year spread, accrued from the date of each disbursement. The bridge loans had due dates on April 30 and May 30, 2018 and were automatically renewable on a rolling basis. On July 18, 2018, the loans were repaid in full. |
On April 5, 2019, the Company announced the execution of a binding heads of agreement with Mitsui & Co. Ltd. (“Mitsui”) (the “Mitsui HOA”). In accordance with the Mitsui HOA, Mitsui would prepay the Company the amount of US$30,000,000 for battery grade lithium concentrate supply of up to 80,000 tonnes annually over six years, extendable for another five years at the option of Mitsui. The initial tranche payment of US$3,000,000 was received by the Company on April 4, 2019 and recorded as deferred revenue, while disbursement of the remaining tranches is to occur subject to certain conditions, including obtaining senior debt commitments for the remaining amount of the estimated Capex for the construction of the Production Plant. The consummation of the transactions contemplated by the Mitsui HOA remain subject to the negotiation of definitive documentation and other customary conditions.
On January 9, 2019, the Company announced an increase in mineral resource at the Project, and certain other updates to the Board and management of the Company.
On April 30, 2018, the Sigma Merger Transaction was completed. In connection with the Sigma Merger Transaction, Sigma Holdings completed a $20,040,000 private placement offering of subscription receipts, which were exchanged for pre-consolidation Common Shares upon the implementation of the Sigma Merger Transaction.
DESCRIPTION OF THE BUSINESS
Overview
Sigma is a Canadian mineral processing and development company, focused on advancing, with an environmental sustainability directed strategy, one of the largest hardrock lithium projects in the Americas - its wholly-owned Grota do Cirilo Project, located in Minas Gerais in Brazil - with the goal of participating in the rapidly expanding lithium-ion battery supply chain for EVs.
In order to secure a leading position supplying environmentally sustainable lithium for the next generation of EV supply chains, the Company has adhered consistently to the highest principles and standards of ESG practices, which were established as part of its core purpose at inception in 2012. As a result, the Company has undertaken an ESG-centric management strategy, whereby its environmental and social sustainability purposes determine its strategic steps.
Sigma´s Common Shares are listed and trade on the TSXV and Nasdaq under the symbol SGML.
Lithium Properties
The Project comprises four properties owned by Sigma Brazil: Grota do Cirilo (the area of the Project where the First Mine and Second Mine are located), and the Sao Jose, Genipapo and Santa Clara properties. The Project consists of 27 mineral rights (which include mining concessions, applications for mining concessions, exploration authorizations and applications for mineral exploration authorizations) spread over 191 km2. Within the Project area there are nine past producing lithium mines and 11 first-priority development targets.
The Project is located in the northeastern part of the state of Minas Gerais, in the municipalities of Araçuaí́ and Itinga, approximately 25 km east of the town of Araçuaí́ and 600 km northeast of Belo Horizonte, the state capital. The Project is approximately 500km from the Port of Ilheus, from where samples have been shipped for product certification and testing and from where future production is planned to be shipped.
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Current Status of the Project
The Project will be vertically integrated, as the Company´s own mining operations will supply mineralized spodumene material with exceptional mineralogy to its lithium production and processing plant (the “Production Plant”). The Production Plant is designed to be environmentally friendly, fully automated and digitally controlled separating, purifying and concentrating the spodumene in an environmentally friendly process to produce Battery Grade Green and Sustainable Lithium, engineered to the specifications of the Company’s customers in the rapidly expanding lithium-ion battery supply chain for EVs.
The Production Plant is planned to have two separate production lines with similar processing flowsheets, which are projected to share certain elements of a common plant infrastructure. The first phase of production for the Project (“Production Phase 1”) is the subject of the feasibility study analysis included in the Updated Feasibility Study Report. It will initially utilize as feedstock spodumene from the Project’s Xuxa deposit (the “First Mine”). Its detailed design has been completed and the capital expenditures are being confirmed with firm quotes by suppliers to reach FEL-3 stage of precision. Based on the Updated Feasibility Study Report, the Company plans to produce 220,000 tonnes per year of Battery Grade Green and Sustainable Lithium (33,000 tonnes per year of lithium carbonate equivalent (“LCE”)) in Production Phase 1 and expects to be amongst the world’s lowest cost producers.
The next production phase of the Project (“Production Phase 2”) has been the subject of the preliminary economic assessment (the “PEA”) included in the Updated Feasibility Study Report, and could potentially increase production utilizing feedstock from the Project’s Barreiro deposit (the “Second Mine”). GE21, based on the Mineral Resource, prepared the PEA for the Second Mine. The PEA is preliminary in nature and includes inferred mineral resources that are too speculative geologically to have economic considerations applied them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized. It is noted that the Company has not yet made a production decision in respect of the Second Mine. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Second Mine. All statements regarding mine development or production in respect of the Second Mine in this AIF are expressly qualified by this statement.
The Company completed the PEA with the objective of potentially responding to a significant increase in demand from its customers and solidifying its unique market position as a future supplier of Battery Grade Green and Sustainable Lithium. As reflected in the Updated Feasibility Study Report, the PEA projects significant economies of scale for Production Phase 2 (if warranted, following completion of the ongoing pre-feasibility study and definitive feasibility study), resulting from the low capital expenditure (“CAPEX”) of adding a second environmentally-friendly lithium processing line and vertically integrating it to the Project, mining an average of 1.68 million tonnes (“Mt”) per year during approximately 12.7 years of projected mine life.
The Company also commenced a further pre-feasibility study for Production Phase 2 contemplating the addition of a second processing line with similar capacity of 220,000 tonnes per year of Battery Grade Green and Sustainable Lithium from Production Phase 1 (once onstream in 2022), therefore potentially doubling the Project total capacity to 440,000 tonnes per year (66,000 tonnes per year of LCE) of Battery Grade Green and Sustainable Lithium. Production Phase 2 is expected to benefit from economies of scale by utilizing most of the Production Plant infrastructure established for Production Phase 1.
This approach is the result of a thorough review of the Company´s strategic priorities in light of the significant change in lithium market conditions and aims to significantly increase both the scale of the Project and its commercial and market importance on three fronts: future production, scale of mineral resources and of mineral reserves, all the while maintaining its battery grade green lithium products and the Company’s strategic leadership in environmental, social and governance (“ESG”) in the lithium supply chain.
The Company is accelerating its site exploration activities for the Project with the goal of increasing the Project mine life or potentially increasing production at expanded production levels in Production Phase 2, if warranted after completing the ongoing pre-feasibility study (and definitive feasibility study) or a third production expansion phase (“Production Phase 3”) if warranted following completion of further feasibility study.
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The Production Plant has a lithium processing design that includes dense media separation (“DMS”) technology which does not utilize hazardous chemicals in the separation and purification of the lithium. The Company will apply a customized algorithm developed to contemplate the specificities of the mineralogy in each of the Company’s mines to digitally control the dense media levels in the Production Plant.
In addition, the Production Plant will be 100% powered by clean energy and it will use water efficiently, while preserving land ecosystems when production scales. As a result of state-of-the-art recirculation and tailings management circuits:
| · | the tailings will be dry stacked (and therefore will not create a tailings dam). Because the DMS technology of the Production Plant does not utilize hazardous chemicals, the dry-stacked tailings materials could also be entirely recyclable as feed for ancillary industries, such as ceramics |
| · | the water utilized in the production process is 100% recirculated into the plant. Approximately 10% of the water is either lost or evaporates, with 90% of water consumed in the production process reutilized back into the Production Plant, achieving a high level of water efficiency |
Since the fourth quarter of 2018, Sigma Brazil has been producing low carbon high purity lithium concentrate at an on-site Demonstration Plant and has shipped samples to potential customers for product certification and testing. This demonstration production has been an important part of the successful commercial strategy of the Company for its Battery Grade Green and Sustainable Lithium.
The Company expects to submit a net zero execution plan to achieve its emission reduction targets after its second year of full operations, expected to be in 2024, partly as a result of its strategic decision to decrease emissions through the introduction of biofuels to fuel the trucks and other heavy equipment of the mining fleet starting in the second year of production. The Company also plans to pursue generation of carbon credits through “in-setting” strategies such as preserving water streams and developing the agroforestry systems within its regional ecosystem. As part of that strategy, the Company is studying future partnerships with generators of renewable power for self-generation of the electricity required to power the Production Plant.
Operations Overview
Detailed Engineering and Conclusion of Pre-Construction Activities for the Production Plant
The FEED work progressed well in the third quarter. Key achievements during this period include:
| · | Material Take-Offs (“MTOs”) and revised equipment lists issued for CAPEX updates |
| · | Detail of the MTOs issued and revisions in all lay-out drawings |
| · | 3D Model 30% progress review completed for the DMS plant and crushing circuit. Modelling effort for the FEED phase is effectively completed |
| · | Detail design schedule issued for review |
| · | Carried out constructability review of DMS plant and completed tables outlining required construction sequence |
| · | Larger crushing equipment (Primary, Secondary and Tertiaries) was defined and incorporated in current design |
| · | Adjustment of the associated equipment, platework, steel and concrete |
Promon continued to organize meetings with vendors for various critical packages as per the Company’s request to optimize the number and ordering of long lead times.
The PEP in progress contemplates a procurement strategy formulated to derive maximum CAPEX effectiveness, protecting shareholder returns. This workstream is currently being led by the Company’s Project management team, Promon and TSX Advisors, a consulting company specializing in domestic and global procurement, including equipment and import logistics to Brazil.
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Production Plant EPCM
The design related activities of the Production Plant have been completed, aiming to ensure a rapid start to the Project following a final investment decision. All designs completed include consideration for a future parallel Production Phase 2 plant.
The related infrastructure design is complete. All long lead items have been identified and are currently being negotiated and secured. Discussions are being held with vendors to reduce delivery times and establish requirements to reserve manufacturing slots.
The Company is in contract negotiations to engage Promon as the EPCM contractor for Project execution and Primero to provide engineering services for the Production Plant, equipment and field services during construction. For a detailed outline of the work breakdown outlining the division engineering and design between Promon and Primero during the Project execution stage, see the most recent interim MD&A of the Company under the heading “Production Plant EPCM”.
Detailed engineering will be developed in a collaborative manner between Promon, Primero and the Company using the FEED documents that will be revised and/or new documents to be developed as applicable, considering the division of responsibilities defined in the document.
The responsibility for the development of detailed design of Area 700 - Mining will be divided between the mining engineering subconsultant and mining contractor, who will be also responsible for haul roads design. Promon will only develop the design of the access roads.
Procurement services considered under the EPCM contractor’s scope encompass the phases of supplier list definition (together with the Company): request for quotation, tabulation of commercial proposals, commercial negotiations and issuance of purchase recommendation, kick-off meeting with the chosen supplier, expediting of supplier documentation during the project period and management of the company contracted by the Company expediting and inspecting the supplies and receiving on the field, as detailed in the activities below.
The following items describe the activities to be developed by the Company, in conjunction with Promon's construction and safety management team, throughout the execution of the construction:
| · | Manage the execution and certify the quality of the execution of the Project |
| · | Analyze, criticize and propose containment, prevention and correction measures, continuously and proactively, for the management of the entire implementation of the Project (covering all aspects of Health & Safety, environment, quality, schedule, costs and scope) |
| · | Manage the expediting of supply processes, to be executed by a specialized company to be hired by the Company |
| · | Manage the quality of the Project implementation |
| · | Coordination of commissioning activities, together with assembly contractors and equipment and systems suppliers, testing and delivery of the Project |
| · | Manage, supervise and enforce labor, social security and tax standards and the client's specific corporate and specific standards with contractors: occupational safety and health - H&S, environmental, technical, others |
Commissioning and Startup
Promon’s scope includes the Project future commissioning and startup management, with the support of the Company's operational team, equipment suppliers and assembler, including the following activities:
| · | Preparation of commissioning and testing procedures of the implemented facilities and systems |
| · | Monitoring of commissioning tests and analysis of the respective issued reports |
| · | Identification, registration and communication of non-conformities related to commissioning and tests procedures |
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| · | Monitoring and updating the backlog |
| · | Control of commissioning tests reports issuance |
| · | Expediting, together with the contractors, the sending of the data-books, available for the pre¬operational phase |
| · | Coordination of interfaces between contractors. |
| · | Primero’s assistance will be secured for commissioning. |
Capex Estimation (IPA Front End Loading FEL-3)
Promon is currently undertaking a series of engineering tasks to prepare a comprehensive CAPEX estimation at FEL-3 level of confidence for the Production Plant (with FEED documentation), including overall planning of the Project, 3D models, the bulk site earthworks and site layouts. Promon will develop the following items: (i) ROM pad, including retaining wall structures, (ii) Settlement ponds, (iii) Site Wide Bulk Earthworks, including the following areas: Greentech process circuits and infrastructure and water capture, (iv) General site drainage.
Mining
The responsibility for the development of detailed engineering of mining related infrastructure will be divided between the mining engineering subconsultant and mining contractor, that will also be responsible for haul roads design. Promon is to complement this scope, developing the engineering and design of: (i) mining general - access roads, (ii) mining infrastructure and services - fire hydrants, (iii) fuels storage and distribution.
Pre-Construction Outlook for the First Mine (Production Phase 1)
The First Mine will supply 100% of the feedstock for the Production Plant during Production Phase 1, creating a fully integrated and low-cost operation. The Company and GE21 are in the process of completing a final scenario for an optimized mine design for the First Mine to supply the Production Plant for eight years, potentially integrating with an eventual Second Mine (should its feasibility study so warrant) as the feedstock for the production of Battery Grade Green and Sustainable Lithium.
The Company has successfully completed several critical workstreams involved in the pre-construction of the First Mine within the scheduled and budgeted parameters. This includes all activities required for the geotechnical validation at detailed engineering level, as well as critical hydrogeological analysis and validation (including the installation of 12 piezometers for ongoing monitoring).
The Company is currently optimizing the mining plan with two pit layouts under consideration, including preparation of detailed mine production sequencing.
These validations at detailed engineering confidence levels were initiated as a result of the Company’s ESG-centered strategy. A key element of the environmental strategy for Production Phase 1, as detailed in the Updated Feasibility Study Report, was the decision to open the First Mine as two separate pits to preserve the Piauí river’s seasonal “stream” and its surrounding ecosystems (collectively, the “Piaui”). This decision was a result of the Piaui´s pivotal role in providing the only source of freshwater for the surrounding communities for four to five months of the year during the rainy season (the Project is located within a semi-arid region with extended dry season). The following workstreams of the pre-construction for the First Mine have been completed:
| · | Completed 100% of geotechnical workstreams and refined North and South pit designs and pit wall slopes of the First Mine. Completed 100% of geotechnical modeling and analysis. All planned additional geotechnical holes were successfully drilled with core orientations targeting all wall orientations (i.e. hanging wall, end walls, and footwall). |
| · | The Company, GE21 and MDGEO completed 100% of hydrogeological workstreams. The Company decided to conduct a hydrogeology detailed assessment and complete a model of groundwater pathways to increase confidence that, in the scenario of climate change substantially altering rainfall patterns in the region (increasing seasonal water flows at the Piaui), the Company would be equipped with information to determine the most suitable pit dewatering methodology. Piezometers were installed for ongoing analysis of data for subsequent geo-hydrogeological modelling during the first year |
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| · | The Company and GE21 are in the process of completing a final scenario for an optimized mine design for the First Mine. It has the benefit of enhancing the life cycle analysis of the Project by substantially decreasing its carbon footprint by: (i) decreasing the vegetation suppression of trees in the construction of the pit to less than 50 hectares and (ii) segregation of mine waste piles and processed tailings with the goal of future recycling as feed for ancillary industries, promoting a circular economy |
The following pre-construction activities have been concluded for the First Mine:
| · | Completed the strategic monthly mining sequencing plan for the first three years of the life of mine, then quarterly for year four and annually for the remaining years |
| · | Completed the design of final pit (with final operating parameters: berm, ramp, ultimate wall slope angles) |
| · | Developed a comprehensive grade control program utilizing geostatistical methods to ensure feed grades are maintained within the expected range. The proposed grade control system will be designed to minimize schist waste rock dilution with the pegmatite ore recovery in pit |
| · | Finalization of the waste piles design |
| · | Designing the ROM pad for Production Phase 1 together with Promon |
Preliminary Economic Assessment, Pre-Feasibility and Feasibility Studies for Increased Scale in Production Phase 2
The Company continues to advance multiple Project workstreams in geology, geotechnical, metallurgical, environmental and regulatory permitting with the objective of preparing for Production Phase 2 after 2023. The Company completed the PEA for the Second Mine and Production Phase 2, filing the Updated Feasibility Study Report on July 15, 2021. The PEA contemplated utilizing as feedstock the mineralized spodumene material from the Second Mine (Barreiro Mine) with the objective of significantly increasing production.
The Company has engaged SGS, Primero and GE21 to build on the results of the PEA and prepare pre-feasibility and feasibility studies for Production Phase 2, adding to the Production Plant a second similar DMS processing line with capacity of 220,000 tonnes per year (33,000 LCE) of battery grade high purity lithium concentrate. The results of the various workstreams are planned to be completed in stages. Following the PEA, the pre-feasibility study is to be completed during December 2021.
The PEA demonstrated the significant cost benefit of vertically integrating a second production line and utilizing as feedstock the mineralized spodumene material from the Second Mine, potentially mining an average of 1.68Mt per year during 12.7years of mine life.
The Second Mine is the Project’s largest deposit. It is a high-purity, high-grade lithium deposit, with 19.58Mt of measured and indicated mineral resources at 1.43% Li2O and 1.76Mt of inferred mineral resources at 1.45% Li2O suitable for open pit mining.
Additional drilling continues seeking to both increase the mineral resource and to strengthen the geological data for the mineral resource model.
GE21, based on the Mineral Resource, prepared the PEA for the Second Mine. The PEA is preliminary in nature and includes inferred mineral resources that are too speculative geologically to have economic considerations applied them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized. It is noted that the Company has not yet made a production decision in respect of the Second Mine. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Second Mine. All statements regarding mine development or production in respect of the Second Mine in this AIF are expressly qualified by this statement.
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The Company and Primero completed all the metallurgical and variability pre-feasibility test work at SGS laboratories with the aim of customizing a flowsheet for the processing line of Production Phase 2 with the Barreiro deposit.
| · | The heavy liquid separation testing results achieved 66% Li2O recovery |
| · | This was followed by pilot plant scale DMS metallurgical testing, which achieved 60.7% Li2O recovery producing a battery grade concentrate of 6.11% Li2O |
| · | The processing and metallurgy tests achieved good lithium recoveries in an environmentally friendly DMS plant, with similar flowsheet (and capital costs) to the first production line, without requiring a more capital-intensive and less environmentally friendly flotation process. |
| · | These DMS recoveries are a result of the Second Mine having a similar exceptional mineralization to the First Mine |
The Company completed all field work for the preparation of a Phase 2 pre-feasibility study, including geotechnical drilling and hydrogeology test work. Following the completion of the additional drilling program, GE21 will complete the mining plan, geotechnical program and modelling of the Barreiro deposit. The field work required for the hydrogeological section of the pre-feasibility study has been completed, as all groundwater level measurements have been completed.
Environmental Impact Study for Phase 2 Production
The Company conducted detailed environmental impact studies for the fauna and the flora in the area of the Barreiro deposit where the pit and waste piles will be located. These studies started in the dry season of the second quarter of 2020 and continued throughout the wet season during the third and fourth quarters of 2020. The environmental impact studies as well as a comprehensive environmental and social impact assessment report (“EIA/RIMA”) are ongoing by the Company.
The design proposed by the Company in the EIA/RIMA for the area directly impacted by the Project (the “Project Impacted Area”) has followed the Company´s ESG-centric approach to minimize distances by combining the minimization of greenhouse gas emissions of diesel in mining trucks with a minimization of semi-arid bush and vegetation suppression. Therefore, the Company contemplated the location of its processing tailings dry stacking piles in the vicinity of the Production Plant. As a result, the life cycle analysis of the Company is substantially enhanced, decreasing environmental and carbon footprints.
Once the EIA/RIMA is approved by regulators, a permit for the construction and installation of the Second Mine (LP/LI) as well as operation permits from environmental authorities will be required.
Exploration & Development of Other Deposits in the Project Area
The Company is accelerating its site exploration activities for the Project with the goal of potentially increasing the Project mine life at the expanded production levels of 440,000 tonnes per year of Production Phase 2 or potentially increasing production output after 2024 in a third production phase should EV penetration growth continue to accelerate, and lithium demand forecasts continue to demonstrate strength. The objective of the exploration program is to substantially increase estimated mineral resources during the first quarter of 2022.
The Company’s dedicated geological teams and SGS Canada are carrying out an exploration program to determine the ultimate extent of the property mineralization and more rapidly increase the scale of estimated mineral resources, while demonstrating the uniqueness of the high-purity quality of its hard rock lithium mineralization.
| · | The Company has continued to conduct a campaign to diamond drill the remaining 10,000 meters (in a campaign targeting 20,000 meters) to further define current mineralized structures validated in the Updated Feasibility Study Report, increasing the scale of known deposits |
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| · | In addition, it has focused on five other targets, previously identified by historical mining and surface trenching |
This geology workstream did not impact the Phase 1 Production pre-construction workstreams as it is managed by a separate geological team. This geological team is currently operating with five drill rigs on two shifts and adding a sixth rig in Q4 2021.
| · | Additionally, the Company´s geological teams continued to evaluate the potential of known deposits that were not included in the mineral resource estimate in the Updated Feasibility Study Report. Two deposits with significant potential were targeted with diamond drilling campaigns |
| · | The Company focused the 2021 drilling campaign in an area with pegmatite surface exposure that returned promising results in the 2018-2019 drilling program. This regional exploration program, of drilling designed to test the target object was very positive, totaling 6538m in 47 positive holes. An additional 5,000m of drilling will be made, totaling 11,537m by the end of 2021. The drilling will be completed on 100m x 50m spacing along a 500m open strike |
Additional operational and business updates in respect of the Company and the Project are provided in the Company’s most recently filed MD&A.
Royalties
The Brazilian government levies a royalty on mineral production: Compensação Financeira pela Exploração de Recursos Minerais (“CFEM”). Lithium production is subject to a 2% CFEM royalty, payable on the gross income from sales. The Project is also subject to two third-party royalties:
| (i) | an NSR royalty (“NSR Royalty”) of 1% over the gross revenues of the Company from sales of minerals extracted from the Project less all taxes and costs incurred in the process of extraction, production, processing, treatment, transportation and commercialization of the products sold. The NSR Royalty can be “put by the owner” and “called by the Company” for US$ 3.8 million, once the Company reaches commercial production of 40,000 tonnes of lithium concentrate |
| (ii) | another one that provides to the holder (currently LRC LP I) a royalty of 1% over the gross revenues of the Company from sales of minerals extracted from the Project, less taxes, returns and sale commissions (“Net Revenue Royalty”) |
Life Cycle Analysis and Net Zero Strategy
The Company has engaged Minviro Ltd. for the preparation of an independent ISO 14000 compliant life cycle assessment (“LCA”). The Company has engaged BeZero Carbon Ltd for the assessment of the Company´s internal carbon offsetting projects (“in-setting projects”) and advisory on a portfolio of carbon additional in-setting projects and initiatives which the company may undertake in order to deliver its plans to make a robust net zero declaration by 2024.
The objectives of both workstreams are to understand the greenhouse gas emissions associated with the positive activities of carbon sequestering undertaken by the Company, link the results to the overall carbon footprint of existing and planned operations, create an in-setting and offsetting plan for residual emissions and provide an evidence-based assessment for the Company´s net zero targets. The Company will take responsibility for all of its expected scope 1, 2, and 3 emissions, as is the expectation in today’s international carbon accounting environment for maximizing the robustness and defensibility of the Company’s strategy. Net zero targets will be undertaken in two phases: (i) Net zero by 2023: incorporating scope 3 emissions from mine to port of shipment in Brazil; (ii) deliver its plans to make a robust Net zero declaration by 2024: incorporating scope 3 emissions at port of delivery.
The study and the audit are contemplating its production route of Battery Grade Green and Sustainable Lithium with spodumene mining and lithium purification and concentration production in Brazil. The final ISO 14000 audit report is ongoing and will include: (i) a cradle to grave life cycle inventory and impact assessment to generate impact data for climate change, water consumption, land use and certain impact categories selected by the Company, and (ii) a complete contribution analysis outlining the major inputs contributing to the impact categories.
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The Company expects to publish results from the LCA in the first quarter of 2022, including its carbon insetting and off-setting strategies. The Company plans to adapt to the most up to date norms in the industry, as this is an important pillar of the Company’s plans to develop and maintain a net zero strategy, while the expectations and norms for offsetting and emissions reporting continue to evolve.
Environmental Licensing and Permitting
In August 2020, the Company filed at SUPPRI (the “Priority Projects Superintendence of Minas Gerais”) a complementary environmental impact study and environmental mitigation plan (the “Complementary EIA/RIMA”) to the Company´s current environmental license for construction of Production Phase 1. The objective was to increase the scope area (Area Diretamente Afetada) of its current construction and installation license to include the south pit of the First Mine.
The Complementary EIA/RIMA contemplates the simultaneous mining of both north and south pits of the First Mine, potentially also supplying the mineralized spodumene material for the first few years of Production Phase 2. The Complementary EIA/RIMA also includes a dry stacking tailings plan that separates rock waste and tailings piles in order to allow for the potential recycling of 100% of the tailings to ancillary industries, such as ceramics.
The south pit of the First Mine is being designed to have the lowest possible environmental impact and greatest socioeconomic return. The simultaneous mining of the north pit and the south pit by the Company to feed the Production Plant will allow the municipality of Araçuaí (where the south pit is located) to receive royalties from mining (“CFEM”), previously restricted to the municipality of Itinga, where the north pit is located, spreading financial prosperity to both municipalities, meeting SDG # 16 (Peace, Justice and Strong Institutions).
Concurrent environmental licensing is required for construction and installation (which comprises pre-operation and commissioning of the production plant, including pre-stripping and all mining required for commissioning). An operating license (“LO”) is required for the commercial operations, when external sales of the products are conducted.
The Company obtained the required environmental licenses for both construction (“LP”) and installation and commissioning (“LI”) of the Production Plant from the environmental authority of the State of Minas Gerais (the “LP/LI Environmental License”), the Council of Environmental Policy (Conselho Estadual de Politica Ambiental or “COPAM”) in Brazil. COPAM issued a dual LP and LI Certificate in June 2019 for a period of six years expiring on May 31, 2025. The LP/LI Environmental License permits the Company to build the First Mine and Production Plant and to install the plant, conduct trial mining, and testing of the DMS beneficiation process of mineralized spodumene material into battery grade lithium concentrate building a reserve stockpile for future sale.
The Company's mining easement request (“Servidão Mineral”) was published in the Official Gazette of the Federal Government on July 29, 2020. This is an important step towards obtaining the operational license (licença operacional, LO) required after commissioning and ramp-up in order for the Project to enter full scale Production Phase 1. It contemplates the mining and processing activities of the First Mine.
The Company has a definitive water usage license for the construction of the Production Plant, which was granted by ANA (Agência Nacional de Águas), the Federal Government’s water agency, in February 2019. The water usage license is valid for 10 years, which is expected to be sufficient for the life-of mine (LOM) requirements for mining and product processing from Production Phase 1, as currently planned by the Company. The water usage license received should also be sufficient to process lithium mineralized material at the planned rate of production of an expected 440,000 tonnes of lithium concentrate as well as additional production phases contemplated, subject to confirmation by feasibility studies.
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Surface Rights and Other Permitting
Certain surface rights in the Production Phase 1 area, the current primary focus of the Company’s activity, are held by two companies owned by the co-CEOs of the Company, Arqueana Empreendimentos e Participações S.A. (“Arqueana”) and Miazga Participações S.A. (“Miazga”). The Company has entered into two right-of-way agreements with these companies to support its exploration and development activities within the Grota do Cirilo property, as well as with third-party surface owners in the Project area.
The Company has a mining easement (Servidão Mineral) with a total of 413.3 hectares and aims to cover the areas of waste and tailings piles, Production Plant, all access roads (internal), electrical substation, installation of fueling station and support structures. The Servidão Mineral was published in the Official Gazette of the Federal Government. It contemplates the mining and processing activities of the First Mine (ANM Process No. 824.692/1971).
The Company also obtained a key approval for Production Phase 2 plan with the Agência Nacional de Mineração (the “ANM”) approving its economic feasibility study (“Plano Econômico de Avaliação” - PAE). This approval advanced the Production Phase 2 permitting process to the mining concession request stage (“Requerimento de Concessão de Lavra”).
The Company holds approved economic mining plans (Plano de Aproveitamento Econômico or PAE) over the Xuxa, Barreiro, Lavra do Meio, Murial, and Maxixe deposits within the Grota do Cirilo property. The Brazilian government levies a royalty on mineral production: Compensação Financeira pela Exploração de Recursos Minerais (CFEM). Lithium production is subject to a 2.0% CFEM royalty, payable on the gross income from sales. The Xuxa Project is also subject to two third-party royalties, one on the net income from sales and the other on a net smelter return (NSR), of 1% each.
Specialized Skills and Knowledge
All aspects of the Company’s business require specialized skills and knowledge. Such skills and knowledge include the areas of geology, drilling, logistics planning and implementation of exploration programs as well as regulatory, finance and accounting. To date, the Company has been able to locate and retain such professionals from Australia, Brazil, Canada, Russia, South Africa and the UK, and believes it will be able to continue to do so. The Company relies upon its management, employees and various consultants for such expertise.
Mineral Price and Economic Cycles
The mining business is subject to mineral price cycles. The marketability of minerals and mineral concentrates is also affected by worldwide economic cycles. Lithium markets are affected by demands for lithium batteries and global economic conditions. Fluctuations in supply and demand in various regions throughout the world are common.
Economic Dependence
The Company’s business is dependent on the exploration, development and operation of lithium properties and the EV market. The Company does not expect to be dependent on any sole contract to sell the major part of the Company’s products or services or to purchase the major part of the Company’s requirements for goods, services or raw materials.
Bankruptcy and Similar Procedures
There are no bankruptcies, receivership or similar proceedings against the Company, nor is the Company aware of any such pending or threatened proceedings. The Company has not commenced any bankruptcy, receivership or similar proceedings during the Company’s history.
Reorganizations
There have been no corporate reorganizations of the Company within the three most recently completed financial years.
Foreign Operations
The Project exposes the Company to various degrees of political, economic and other risks and uncertainties. See “Emerging Market Disclosure” and “Risk Factors” below.
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Employees
As at December 31, 2020, the Company had eight employees and sixteen part time and/or consultants working at various locations.
Environmental Protection
The current and future operations of the Company, including exploration and development activities, are subject to extensive laws and regulations governing environmental protection, employee health and safety, exploration, development, tenure, production, taxes, labour standards, occupational health, waste disposal, protection and remediation of environment, reclamation, mine safety, toxic substances and other matters. Compliance with such laws and regulations can increase the costs of, and potentially delay planning, designing, drilling and developing the Company’s mineral properties, including the Project.
Social and Environmental Policies
The Company aims to minimize the impact of its operations on both local communities and the environment. The Company is committed to developing the Project in a responsible and sustainable manner. The Company takes its responsibilities seriously to protect the environment, to conduct business based on high ethical standards and to make a positive difference in the communities in which it operates.
SUMMARY OF UPDATED FEASIBILITY STUDY REPORT
Set out below is an extract from the Updated Feasibility Study Report dated November 22, 2021, with an effective date of June 2, 2021, prepared by by Homero Delboni Jr, B.E., M.Eng.Sc., Ph.D., Guilherme Gomides Ferreira (MEng) MAIG, Marc-Antoine Laporte, P. Geo, Stephane Normandin, P. Eng., Jacques Parent, P.Eng., Jarrett Quinn, P.Eng., Porifrio Cabaleiro Rodriguez, MEng., and Jacqueline Wang, P.Eng. (the “FS Qualified Persons”). Reference should be made to the full text of the Updated Feasibility Study Report, which is the current technical report on the Project, is available on the Company’s website at www.sigmalithium.ca or at www.sedar.com and is incorporated by reference into this AIF, for the detailed disclosure in respect of the Project. All statements in the summary below are as of the effective date of the Updated Feasibility Study Report.
Property Description and Location
The Project is located in Northeastern Minas Gerais State, in the municipalities of Araçuaí and Itinga, approximately 25 km east of the town of Araçuaí and 450 km northeast of Belo Horizonte.
The Project comprises four properties owned by Sigma Brazil and is divided into the Northern Complex (the Grota do Cirilo, Genipapo and Santa Clara properties) and the Southern Complex (the São José property).
The Project consists of 27 mineral rights, which include mining concessions, applications for mining concessions and exploration permits, spread over 191 km2, which include nine past producing lithium mines and 11 first-priority exploration targets. Granted mining concessions are in good standing with the Brazilian authorities.
The surface rights in the Grota do Cirilo area, the current primary focus of activity, are held by two companies, Arqueana Minérios e Metais (Arqueana) and Miazga Participações S.A. (Miazga). Sigma Brazil has entered into two right-of-way agreements with these companies to support the Company’s exploration and development activities within the Grota do Cirilo property, as well as third-party surface owners.
The Company has been granted a flow of 150 m3/h from the Jequitinhonha River for all months of the year for a period of 10 years, which is sufficient for life-of mine (LOM) requirements.
The Brazilian Government levies a Compensação Financeira pela Exploração de Recursos Minerais (CFEM) royalty on mineral production. Lithium production is subject to a 2.0% CFEM royalty, payable on the gross income from sales. The Project is subject to two third-party net smelter return (NSR) royalties of 1% each.
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To the extent known to the FS Qualified Persons, there are no other significant factors and risks that may affect access, title, or the right or ability to perform work on the Project that have not been discussed in the Updated Feasibility Study Report.
Accessibility, Climate, Local Resources, Infrastructure and Physiography
The Project is easily accessible from regional paved road BR-367, which runs through the northern part of the Project. Within the Project area, accessibility is provided by a network of maintained arterial and back country service roads. A municipal airport services the town of Araçuaí. The closest major domestic airport is located at Montes Claros, 327 km west of Araçuaí.
The Eastern Brazil region is characterized by a dry, semi-arid and hot climate. It is expected that future mining operations could be conducted year-round. Exploration activities are year-round but can be interrupted by short-term rainfall events.
Mining operations have been previously conducted in the Project area. Existing infrastructure includes power supply and substation, an extensive office block equipped with internet and telephones, accommodation for 40 persons on site, dining hall and kitchen, workshop, on-site laboratory and sample storage building, warehouse and a large store, a fuel storage facility with pumping equipment, and a water pumping facility from the Jequitinhonha river with its reservoir. The main 138 kV transmission line from the Irape hydro power station runs through the northern part of the Project area. The town of Araçuaí can supply basic services. Other services must be sourced from Belo Horizonte or São Paulo.
The topography consists of gently rolling hills with less than 100 m difference in elevation. The Project area typically hosts thorn scrub and savannah. Much of the area has been cleared for agriculture. The primary source of water for this project is the Jequitinhonha River.
History
Exploration and mining activities prior to the Company’s project interest were conducted by Companhia Estanìfera do Brazil (CEBRAS), Arqueana Minérios e Metais (Arqueana), Tanex Resources plc (Tanex; a subsidiary of Sons of Gwalia Ltd (Sons of Gwalia)), and RI-X Mineração S.A. (RI-X). CEBRAS produced a tin/tantalite concentrate from open pit mines from 1957 to the 1980s. Arqueana operated small open pit mines from the 1980s to the 2000s, exploiting pegmatite and alluvial gravel material for tin and tantalite. Tanex Resources obtained a project interest from Arqueana, and undertook channel sampling, air-track, and reverse circulation (RC) drilling. The Project was subsequently returned to Arqueana. In 2012, RI-X obtained a controlling interest in Arqueana, and formed a new subsidiary company to Arqueana called Araçuaí Mineração whose name was later changed to Sigma Brazil. Sigma Brazil completed mapping, data compilation, a ground magnetic survey, channel sampling, and HQ core drilling. A heavy mineral separation (HMS) pilot plant was built during 2014–2015. Lithium-specific mining activities were conducted over at least five deposits in the Northern Complex, and four deposits in the Southern Complex.
In 2017, the Company purchased a DMS unit to produce a 6% Li2O spodumene concentrate. The Company has completed ground reconnaissance, satellite image interpretation, geological mapping, channel and chip sampling, trenching, core drilling, Mineral Resource and Mineral Reserve estimation, and a feasibility study. The Company initially focused on a geological assessment of available field data to prioritize the 200 known pegmatites that occur on the various properties for future evaluation. A ranking table that highlighted pegmatite volume, mineralogy and Li2O and Ta2O5 grade was established. Within the more prospective areas, the Company concentrated its activities on detailed geological and mineralogical mapping of historically mined pegmatites, in particular, on the larger pegmatites.
Geological Setting and Mineralization
The pegmatites in the Project area are classified as lithium–cesium–tantalum or LCT types. The Project area lies in the Eastern Brazilian Pegmatite Province that encompasses a very large region of about 150,000 km2, stretching from the state of Bahia to the state of Rio de Janeiro.
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The pegmatite swarm is associated with the Neoproterozoic Araçuaí orogeny and has been divided into two main types: anatectic (directly formed from the partial melting of the country rock) or residual pegmatite (fluid rich silicate melts resulting from the fractional crystallization of a parent magma). The pegmatites in the Project area are interpreted to be residual pegmatites and are further classified as LCT types.
Pegmatite bodies are typically hosted in a grey biotite–quartz schist and form bodies that are generally concordant with the schist foliation but can also cross-cut foliation. The dikes are sub-horizontal to shallow-dipping sheeted tabular bodies, typically ranging in thickness from a few metres up to 40 m or more, and display a discontinuous, thin, fine-grained chilled margin. Typical pegmatite mineralogy consists of microcline, quartz, spodumene, albite and muscovite. Spodumene typically comprises about 28–30% of the dike, microcline and albite around 30–35%, and white micas about 5–7%. Locally, feldspar and spodumenes crystals can reach as much as 10–20 cm in length. Tantalite, columbite and cassiterite can occur in association with albite and quartz. The primary lithium-bearing minerals are spodumene and petalite. Spodumene can theoretically contain as much as 3.73% Li, equivalent to 8.03% Li2O, whereas petalite, can contain as much as 2.09% lithium, equivalent to 4.50% Li2O.
Features of the pegmatites where mineral resources have been estimated include:
First Mine: foliation concordant, strikes northwest–southeast, dips to the southeast at 40º to 45º, and is not zoned. The strike length is 1,700 m, averages 12–13 m in thickness and has been drill tested to 259 m in depth. First Mine remains open to the west, east, and at depth
Second Mine: foliation discordant, strikes northeast–southwest, dips to the southeast at 30º to 35º, and is slightly zoned with a distinct spodumene zone as well as an albite zone. The pegmatite is about 600 m long (strike), 30–35 m wide, and 800 m along the dip direction. Second Mine remains open to the northeast and at depth
Murial: foliation discordant, strikes north–south, and has a variable westerly dip, ranging from 25º to 75º. The strike length is about 750 m, with a thickness of 15–20 m, and the down-dip dimension is 200 m. The pegmatite is zoned with a spodumene-rich intermediate zone and a central zone that contains both spodumene and petalite. The southern section of the pegmatite has lower lithium tenors than the norther portion of the dike. Murial remains open to the north, south, and at depth
Lavra do Meio: foliation concordant, strikes north–south, dips 75º–80º to the east. The strike length is 300 m with an average thickness of 12–15 m and a down-dip distance of 250 m. The pegmatite is zoned and contains both spodumene and petalite and remains open at depth.
Exploration
The Company began working on the Project in June 2012, focusing on a geological assessment of available field data to prioritize the 200 known pegmatites that occur on the various properties for future evaluation. A ranking table that highlighted pegmatite volume, mineralogy and Li2O and Ta2O5 grade was established.
Within the more prospective areas, the Company concentrated its activities on detailed geological and mineralogical mapping of historically mined pegmatites, in particular, on the larger pegmatites, First Mine and Second Mine. These dikes were channel sampled and subsequently assessed for their lithium, tantalum and cassiterite potential. This work was followed by bulk sampling and drilling. In the southern complex area, the Company’s geologists have visited sites of historical workings, and undertaken reconnaissance mapping and sampling activities. The Lavra Grande, Samambaia, Ananias, Lavra do Ramom and Lavra Antiga pegmatites were mined for spodumene and heavy minerals, and in some cases gem-quality crystals were targeted. These pegmatites are considered to warrant additional work.
Drilling
Drilling completed by the Company across the Project area consists of 255 core holes totalling 42,959.76 m. As at the date of the Updated Feasibility Study Report, this drilling has concentrated on the Grota do Cirilo pegmatites. Drilling was at HQ core size (63.5 mm core diameter) in order to recover enough material for metallurgical testing. Drill spacing is variable by pegmatite, but typically was at 50 m with wider spacing at the edges of the drill pattern. Drill orientations were tailored as practicable to the strike and dip of the individual pegmatites. The drill hole intercepts range in thickness from approximately 85–95% of true width to near true width of the mineralization.
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All core was photographed. Drill hole collars were picked up in the field using a Real Time Kinematic (RTK) global positioning system (GPS) instrument with an average accuracy of 0.01 cm. All drill holes were down-hole surveyed by the Company’s personnel using the Reflex EZ-Track and Reflex Gyro instruments. Calibrations of tools were completed in 2017 and 2018.
Sampling intervals were determined by the geologist, marked and tagged based on lithology and mineralization observations. The typical sampling length was 1 m but varied according to lithological contacts between the mineralized pegmatite and the host rock. In general, 1-2 m host rock samples were collected from each side that contacts the pegmatite.
The Company conducted HQ drilling programs in 2014, 2017, and 2018 on selected pegmatite targets. The drill programs have used industry-standard protocols that include core logging, core photography, core recovery measurements, and collar and downhole survey measurements. There are no drilling, sampling or recovery factors that could materially impact the accuracy and reliability of the results in any of the drill campaigns. Drill results from Grota do Cirilo property support the Mineral Resource estimates and the feasibility study.
Sample Preparation, Analyses and Security
Sampling intervals were determined by the geologist, marked and tagged based on lithology and mineralization observations. The typical sampling length was 1 m but varied according to lithological contacts between the mineralized pegmatite and the host rock. In general, 1 m host rock samples were collected from each side that contacts the pegmatite.
All samples collected by Sigma Brazil during the course of the 2012–2018 exploration programs were sent to the SGS Geosol laboratory (SGS Geosol) located in the city of Belo Horizonte, Brazil. A portion of the 2017–2018 sample pulps were prepared by ALS Brazil Ltda. in Vespasiano, Brazil (ALS Vespasiano) and shipped to ALS Canada Inc. Chemex Laboratory (ALS Chemex) in North Vancouver, BC, Canada for cross check validation. A portion of the 2014 samples were resampled by the QP and sent for validation to the SGS Lakefield Laboratory (SGS Lakefield) in Lakefield Canada. All laboratories, including ALS Chemex, ALS Vespasiano, SGS Lakefield and SGS Geosol are ISO/IEC 17025 accredited. The SGS Geosol laboratory is ISO 14001 and 17025 accredited by the Standards Council. All laboratories used for the technical report are independent from Sigma Brazil and the Company and provide services to Sigma Brazil pursuant to arm’s length service contracts.
Sample preparation conducted at SGS Geosol consisted of drying, crushing to 75% passing 3 mm using jaw crushers, and pulverizing to 95% passing 150 mesh (106 µm) using a ring and puck mill or a single component ring mill. In 2017, SGS Geosol performed 55-element analysis using sodium peroxide fusion followed by both inductively coupled plasma optical emission spectrometry (ICP-OES) and inductively coupled plasma mass spectrometry (ICP-MS) finish (SGS code ICM90A). This method uses 10 g of the pulp material and returns different detection limits for each element and includes a 10 ppm lower limit detection for Li and a 10,000 ppm upper limit detection for Li. In 2018, SGS Geosol used a 31-element analytical package using sodium peroxide fusion followed by both Inductively Coupled Plasma Atomic Emission Spectrometry (ICP-AES) and ICP-MS finish (SGS code ICP90A).
Sample preparation at ALS Vespasiano comprised drying, crushing to 70% passing 2 mm using jaw crushers, and pulverizing to 85% passing 200 mesh (75 µm) using a ring and puck mill or a single component ring mill. Lithium and boron were determined by sodium peroxide fusion followed by ICP-AES analysis (ALS Chemex method ME-ICP82b).
The 2017 witness samples collected on the 2014 drill core were analyzed at SGS Lakefield using sodium peroxide fusion followed by both ICP-OES and ICP-MS finish (SGS code ICM90A).
In addition to the laboratory quality assurance quality control (QA/QC) routinely implemented by SGS Geosol and ALS Chemex using pulp duplicate analysis, Sigma Brazil developed an internal QA/QC protocol for the First Mine drilling, which consisted of the insertion of analytical standard reference materials (standards), blanks and core duplicates on a systematic basis with the samples shipped to the analytical laboratories. In 2017, the Company also sent pulps from selected mineralized intersections to ALS Chemex for reanalysis. No pulp reanalysis was performed by the Company in 2013 and 2014. A total of 664 pulp samples from the 2017 First Mine drilling program were sent to ALS Vespasiano for third-party verification.
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Sigma Brazil inserted standards in sample batches during the 2014 and 2017–2018 sampling programs. During the 2014 campaign, the standard used was made of locally sourced and prepared pegmatite and was not certified. Sigma Brazil inserted an uncertified standard into the sample stream for every 25 samples for a total of five uncertified standards inserted. The 2017–2018 campaign used seven certified standards from African Mineral Standards (AMIS), an international supplier of certified reference materials. A total of 88 standards were inserted during the 2017 campaign and 315 were inserted during the 2018 campaign. Results were considered acceptable and no material accuracy issues were noted.
During the 2017–2018 campaign Sigma Brazil included insertion of analytical blanks in the sample series as part of their internal QA/QC protocol. The blank samples, which are made of fine silica powder provided by AMIS, are inserted an average of one for every 20 samples by the Sigma Brazil geologist and subsequently sent to SGS Geosol. The same procedure was used by Sigma Brazil for the 2014 drilling campaign. A total of 647 analytical blanks were analysed during the 2014 and 2017–2018 exploration programs. Results were considered acceptable and no material contamination issues were noted.
Sigma Brazil inserted core duplicates every 20th sample in the sample series as part of their internal QA/QC protocol. The sample duplicates correspond to a quarter HQ core from the sample left behind for reference, or a representative channel sample from the secondary channel cut parallel to the main channel. Assay results were considered acceptable between the two sample sets.
Bulk densities of the lithologies were measured by SGS Geosol by pycnometer measurement. Measurements were by lithology with special attention to the lithium bearing pegmatite. Separate measurements were made for the First Mine and Second Mine.
A total of 188 measurements were made on Xuxa core from 2017–2018. Of the 188 measurements, 24 were made on albite-altered pegmatite, 54 on schist, and 110 on lithium-bearing pegmatite. For Second Mine, a total of 401 measurements were made on core from the 2018 drill program. Of the 401 measurements, 82 were made on albite-altered pegmatite, 177 on schist, and 142 on lithium-bearing pegmatite. For Murial, a total of 134 measurements were made by the same method on core from the 2018 drill program. Of the 134 measurements, 32 were made on the albite-altered pegmatite, 58 on the schist and 44 on the lithium bearing pegmatite. For Lavra do Meio, a total of 51 measurement were made by the same method on core from the 2018 drill program. Of the 51 measurements, nine were made on the albite altered pegmatite, 22 on the schist and 20 on the lithium bearing pegmatite.
In 2017, SGS validated the exploration processes and core sampling procedures used by Sigma Brazil as part of an independent verification program. The QP concluded that the drill core handling, logging and sampling protocols are at conventional industry standard and conform to generally accept best practices. The chain of custody was followed by Sigma Brazil employees and the sample security procedure showed no flaws. The QP considers that the sample quality is good and that the samples are generally representative.
As additional QAQC, SMSA sent 664 samples from the 2017-2018 Grota do Cirillo drilling campaign to ALS Chemex for analysis using the protocol ME-ICP82b with sodium peroxide fusion. Preparation was done by ALS Vespasiano and the samples were subsequently shipped to Vancouver. The average Li concentration for the original was 6,411.4 ppm Li while the duplicate average was 6,475.9 ppm Li. This indicates a slight bias of the ALS Chemex duplicates which is well within the accepted margin of error.
Overall, the QP is confident that the system is appropriate for the collection of data suitable for a Mineral Resource estimate and can support Mineral Reserve estimates and mine planning.
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Data Verification
Visits to the Project site were conducted by Marc-Antoine Laporte, P.Geo., M.Sc. from September 11 to September 15, 2017, from July 11 to July 17, 2018 and from September 18 to 23, 2018. These visits enabled the QP to become familiar with the exploration methods used by Sigma Brazil, the field conditions, the position of the drill hole collars, the core storage and logging facilities and the different exploration targets.
The database for the Project was first transmitted to SGS by the Company on September 15, 2017 and was regularly updated by the Company’s geologists. The database contains data for: collar locations; downhole surveys; lithologies and lithium assays. Upon importation of the data into the modelling and mineral resources estimation software (Genesis©), SGS conducted a second phase of data validation where all the major discrepancies were removed from the database. Finally, SGS conducted random checks on approximately 5% of the assay certificates, to validate the assay values entered in the database.
Witness samples were taken from previously sampled intervals and the half cores were cut to quarter cores. A total of nine mineralized intervals were sampled to compare the average grade for the two different laboratories. The average for the original samples is 1.61 % Li2O while the average for the control samples is 1.59 % Li2O. The average grade difference is 0.02% which makes a relative difference of 1.28% between the original and the control samples.
Following the data verification process and QA/QC review, the QP is of the opinion that the sample preparation, analysis and QA/QC protocol used by Sigma Brazil for the Project follow generally accepted industry standards and that the Project data is of a sufficient quality. However, more attention should be put into the blank material selection in the future in order improve the similarity between the batches.
Mineral processing and Metallurgical Testing
Drill core samples from the First Mine were processed at the SGS Lakefield facility in October 2018, while samples from Barreiro were tested between November 2020 and May 2021. Work conducted on the Xuxa samples included comminution, heavy liquid separation (HLS), REFLUX™ classifier, DMS and magnetic separation, while the Barreiro test work program included sample characterization, grindability testing and heavy liquid separation (HLS).
First Mine
Drill core samples were selected and combined into six variability (Var) samples for a test work program comprising of mineralogical analyses, grindability, HLS, REFLUX™ classifier, DMS, and magnetic separation testing. Flowsheets for lithium beneficiation were developed in conjunction with the testwork. The goal was to produce spodumene concentrate grading a minimum 6% Li2O and maximum 1% Fe2O3 while maximizing lithium recovery.
Four HLS tests, at four crush sizes (15.9 mm, 12.5 mm, 9.5 mm, and 6.3 mm) were carried out on each of the six variability samples to evaluate the recovery. The 9.5 mm crush size was selected as the optimum crush size for DMS test work, as it results in the highest lithium recovery with minimal fines generation.
The DMS variability samples were each crushed to -9.5 mm and screened into four size fractions: coarse (-9.5/+6.3 mm), fines (-6.3/+1.7 mm), ultrafines (-1.7/+0.5 mm) and hypofines (-0.5 mm). The coarse, fines and ultrafines fractions of each variability sample were then processed separately for lithium beneficiation. The REFLUX™ classifier test work was carried out with a RC-100 unit for mica rejection from the fines and ultrafines fractions only. This test work was conducted at FLSmidth’s Minerals Testing and Research Center in Utah, USA.
The coarse and fines REFLUX™ classifier underflow and ultrafines RC underflow of each variability sample were processed separately through DMS. The DMS concentrate from each of these fractions underwent a magnetic separation step at 10,000 Gauss.
The DMS test work flowsheet for the coarse and fines fractions included two passes through the DMS; the first at a lower specific gravity (SG) cut-point (~2.65) to reject silicate gangue and the second at a higher specific gravity (SG) cut-point (~2.90) to generate spodumene concentrate. The coarse DMS middlings were re-crushed to -3.3 mm and a two stage HLS test conducted. The ultrafines DMS test work flowsheet included only a single pass through the DMS circuit at a high SG cut-point (~2.90) to generate spodumene concentrate.
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The DMS test results demonstrated that DMS was able to produce spodumene concentrate with >6% Li2O in most of the tests, for an average recovery of 60.4%.
The Var 3 and Var 4 samples were determined to best represent the deposit.
Second Mine
Four variability and one composite sample were tested for Second Mine, with the goals of the program to provide preliminary process information on the metallurgical performance of mineralized material samples from the Second Mine. The test work program was developed based on previous test work and flowsheet developed for the First Mine. The aim of the test work program was to produce chemical grade spodumene concentrate (>6% Li2O) with low iron content (<1% Fe2O3), while maximizing lithium recovery.
Two sets of HLS tests were undertaken. The first set was conducted using the Composite to test optimal crush size (i.e., top size of 15.9 mm, 12.5 mm, 10.0 mm, and 6.3 mm). HLS tests were then performed on each variability sample at the optimum crush size. The fine fraction (i.e., -0.5 mm) was screened out from each sub-sample and the oversize fraction was submitted for HLS testing. A crush size of -10 mm was determined to be optimal and variability HLS testing was undertaken at this crush size. Interpolated stage recoveries (6% Li2O concentrate) for the four variability samples ranged from 56.0% to 77.3%.
In all four variability samples, HLS tests produced >6% Li2O spodumene concentrate with low iron content (<1.0% Fe2O3).
Mineral resource estimates
Mineral Resources for the Grota do Cirilo pegmatite were estimated using a computerised resource block model. Three-dimensional wireframe solids of the mineralisation were defined using drill hole Li2O analytical data.
Data were composited to 1 m composite lengths, based on the north–south width of the block size defined for the resource block model. Compositing starts at the schist-pegmatite contact. No capping was applied on the analytical composite data. The First Mine models used a 6 m x 3 m x 5 m block size. Murial and Lavra do Meio models used a 5 m x 3 m x 5 m block size and the Second Mine model used a 5 m x 5 m x 5 m block. Average densities were applied to blocks, which varied by pegmatite, from 2.65 t/m3 at Lavra do Meio to 2.71 t/m3 at the Second Mine.
Variography was undertaken for First Mine, Second Mine and Lavra do Meio and the projection and Z-axis rescaling were done according to the mineralization orientation.
The grade interpolation for the First Mine, Second Mine and Lavra do Meio resource block models were completed using ordinary kriging (OK). The Murial model was estimated using an inverse distance weighting to the second power (ID2) methodology. The interpolation process was conducted using three successive passes with more inclusive search conditions from the first pass to the next until most blocks were interpolated, as follows:
Pass 1:
First Mine: search ellipsoid distance of 75 m (long axis) by 75 m (intermediate axis) and 25 m (short axis) with an orientation of 130° azimuth and -50° dip to the southeast; minimum of seven composites, a maximum of 15 composites and a minimum of three drill holes
Second Mine: search ellipsoid distance of 55 m (long axis) by 55 m (intermediate axis) and 25 m (short axis) with an orientation of 155° azimuth and -35° dip to the southeast; a minimum of seven composites, a maximum of 15 composites and a minimum of three drill holes
Murial: 75 m (long axis) by 75 m (intermediate axis) and 35 m (short axis) with an orientation of 95° azimuth and -80° dip to the west; minimum of seven composites, a maximum of 15 composites and a minimum of three drill holes
Lavra do Meio: 50 m (long axis) by 50 m (intermediate axis) and 25 m (short axis) with an orientation of 280° azimuth and -75° dip to the east; minimum of five composites, a maximum of 15 composites and a minimum of three drill holes
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Pass 2:
First Mine: twice the search distance of the first pass; minimum of seven composites, a maximum of 15 composites and a minimum of three drill holes
Second Mine: twice the search distance of the first pass; a minimum of seven composites, a maximum of 15 composites and a minimum of three drill holes
Murial: twice the search distance of the first pass; minimum of seven composites, a maximum of 15 composites and a minimum of three drill holes
Lavra do Meio: twice the search distance of the first pass; minimum of five composites, a maximum of 15 composites and a minimum of three drill holes
Pass 3:
First Mine: 300 m (long axis) by 300 m (intermediate axis) by 100 m (short axis) with a minimum of seven composites, a maximum of 25 composites and a minimum of three drill holes
Second Mine: 250 m (long axis) by 250 m (intermediate axis) by 100 m (short axis) with a minimum of seven composites, a maximum of 25 composites and no minimum number of drill holes
Murial: 200 m (long axis) by 200 m (intermediate axis) by 100 m (short axis) with a minimum of seven composites, a maximum of 20 composites and no minimum number of drill holes
Lavra do Meio: 125 m (long axis) by 125 m (intermediate axis) by 75 m (short axis) with a minimum of five composites, a maximum of 15 composites and no minimum composites required per drill hole.
The estimates and models were validated by statistically comparing block model grades to the assay and composite grades, and by comparing block values to the composite values located inside the interpolated blocks. The estimates were considered reasonable.
Mineral Resources are classified into Measured, Indicated and Inferred categories. The Mineral Resource classification is based on the density of analytical information, the grade variability and spatial continuity of mineralization. The Mineral Resources were classified in two successive stages: automated classification, followed by manual editing of final classification results. Classifications were based on the following:
Measured Mineral Resources
First Mine: the search ellipsoid used was 50 m (strike) by 50 m (dip) by 25 m with a minimum of seven composites in at least three different drill holes
Second Mine, Murial, and Lavra do Meio: the search ellipsoid was 55 m (strike) by 55 m (dip) by 35 m with a minimum of five composites in at least three different drill holes
Indicated Mineral Resources
In all deposits, the search ellipsoid was twice the size of the Measured category ellipsoid using the same composites selection criteria
Inferred Mineral Resources
In all deposits, all remaining blocks.
The conceptual economic parameters were used to assess reasonable prospects of eventual economic extraction. A series of economic parameters were estimated to represent the production cost and economic prospectivity of an open pit mining operation in Brazil and came either from SGS Canada or Sigma Brazil. These parameters are believed to be sufficient to include all block models in future open pit mine planning, due mostly to the relatively low mining costs in Brazil.
The Mineral Resource estimates for Grota do Cirilo are reported in Table 0-1 to Table 0-4 using a 0.5% Li2O cut-off. The Mineral Resource estimates are constrained by the topography and are based on the conceptual economic parameters. The estimate has an effective date of January 10, 2019. The QP for the estimate is Mr. Marc-Antoine Laporte, P.Geo., an SGS employee.
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Table 0-1 – First Mine Deposit Mineral Resource Estimate
| Cut-off
Grade Li2O (%) |
Category | Tonnage (t) |
Average
Grade Li2O (%) |
| 0.5 | Measured | 10,193,000 | 1.59 |
| 0.5 | Indicated | 7,221,000 | 1.49 |
| 0.5 | Measured + Indicated | 17,414,000 | 1.55 |
| 0.5 | Inferred | 3,802,000 | 1.58 |
Notes to accompany Table 0-1 First Mine Deposit Mineral Resource Estimate:
| 1. | Mineral Resources have an effective date of January 10, 2019 and have been classified using the 2014 CIM Definition Standards. The Qualified Person for the estimate is Mr. Marc-Antoine Laporte, P.Geo., an SGS employee. |
| 2. | Mineral Resources are reported assuming open pit mining methods, and the following assumptions: lithium concentrate (6% Li2O) price of US$1,000/t, mining costs of US$2/t for mineralization and waste, US$1.2/t for overburden, crushing and processing costs of US$12/t, general and administrative (G&A) costs of US$4/t, concentrate recovery of 85%, 2% royalty payment, pit slope angles of 55º, and an overall cut-off grade of 0.5% Li2O. |
| 3. | Tonnages and grades have been rounded in accordance with reporting guidelines. Totals may not sum due to rounding. |
| 4. | Mineral Resources are reported inclusive of those Mineral Resources converted to Mineral Reserves. Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability. |
| 5. | Long-term lithium concentrate price of $1,000/t assumes processing cost of US$12/t and metallurgical recovery of 85%. |
Table 0-2 – Second Mine Deposit Mineral Resource Estimate
| Cut-off
Grade Li2O (%) |
Category | Tonnage (t) |
Average
Grade Li2O (%) |
| 0.5 | Measured | 10,313,000 | 1.4 |
| 0.5 | Indicated | 10,172,000 | 1.46 |
| 0.5 | Measured + Indicated | 20,485,000 | 1.43 |
| 0.5 | Inferred | 1,909,000 | 1.44 |
Notes to accompany Table 0-2 Second Mine Deposit Mineral Resource Estimate
| 1. | Mineral Resources have an effective date of January 10, 2019 and have been classified using the 2014 CIM Definition Standards. The Qualified Person for the estimate is Mr. Marc-Antoine Laporte, P.Geo., an SGS employee. |
| 2. | Mineral Resources are reported assuming open pit mining methods, and the following assumptions: lithium concentrate (6% Li2O) price of US$1,000/t, mining costs of US$2/t for mineralization and waste, US$1.2/t for overburden, crushing and processing costs of US$12/t, general and administrative (G&A) costs of US$4/t, concentrate recovery of 85%, 2% royalty payment, pit slope angles of 55º, and an overall cut-off grade of 0.5% Li2O. |
| 3. | Tonnages and grades have been rounded in accordance with reporting guidelines. Totals may not sum due to rounding. |
| 4. | Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability. |
| 5. | Long-term lithium concentrate price of $1,000/t assumes processing cost of US$12/t and metallurgical recovery of 85%. |
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Table 0-3 – Murial Deposit Mineral Resource Estimate
| Cut-off
Grade Li2O (%) |
Category | Tonnage (t) |
Average
Grade Li2O (%) |
| 0.5 | Measured | 4,175,000 | 1.17 |
| 0.5 | Indicated | 1,389,000 | 1.04 |
| 0.5 | Measured + Indicated | 5,564,000 | 1.14 |
| 0.5 | Inferred | 669,000 | 1.06 |
Notes to accompany Table 0-3 Murial Deposit Mineral Resource Estimate
| 1. | Mineral Resources have an effective date of January 10, 2019 and have been classified using the 2014 CIM Definition Standards. The Qualified Person for the estimate is Mr. Marc-Antoine Laporte, P.Geo., an SGS employee. |
| 2. | Mineral Resources are reported assuming open pit mining methods, and the following assumptions: lithium concentrate (6% Li2O) price of US$1,000/t, mining costs of US$2/t for mineralization and waste, US$1.2/t for overburden, crushing and processing costs of US$12/t, general and administrative (G&A) costs of US$4/t, concentrate recovery of 85%, 2% royalty payment, pit slope angles of 55º, and an overall cut-off grade of 0.5% Li2O. |
| 3. | Tonnages and grades have been rounded in accordance with reporting guidelines. Totals may not sum due to rounding. |
| 4. | Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability |
| 5. | Long-term lithium concentrate price of $1,000/t assumes processing cost of US$12/t and metallurgical recovery of 85%. |
Table 0-4 – Lavra do Meio Deposit Mineral Resource Estimate
| Cut-off
Grade Li2O (%) |
Category | Tonnage (t) |
Average
Grade Li2O (%) |
| 0.5 | Measured | 1,626,000 | 1.16 |
| 0.5 | Indicated | 649,000 | 0.93 |
| 0.5 | Measured + Indicated | 2,275,000 | 1.09 |
| 0.5 | Inferred | 261,000 | 0.87 |
Notes to accompany Table 0-4 Lavra do Meio Deposit Mineral Resource Estimate
| 1. | Mineral Resources have an effective date of January 10, 2019 and have been classified using the 2014 CIM Definition Standards. The Qualified Person for the estimate is Mr. Marc-Antoine Laporte, P.Geo., an SGS employee. |
| 2. | Mineral Resources are reported assuming open pit mining methods, and the following assumptions: lithium concentrate (6% Li2O) price of US$1,000/t, mining costs of US$2/t for mineralization and waste, US$1.2/t for overburden, crushing and processing costs of US$12/t, general and administrative (G&A) costs of US$4/t, concentrate recovery of 85%, 2% royalty payment, pit slope angles of 55º, and an overall cut-off grade of 0.5% Li2O. |
| 3. | Tonnages and grades have been rounded in accordance with reporting guidelines. Totals may not sum due to rounding. |
| 4. | Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability. |
| 5. | Long-term lithium concentrate price of $1,000/t assumes processing cost of US$12/t and metallurgical recovery of 85%. |
Factors that can affect Grota do Cirilo Mineral Resource estimates include but are not limited to:
| · | Changes to the modelling method or approach |
| · | Changes to geotechnical assumptions, in particular, the pit slope angles |
| · | Metallurgical recovery assumption that are based on preliminary test results |
| · | Changes to any of the social, political, economic, permitting, and environmental assumptions considered when evaluating reasonable prospects for eventual economic extraction. |
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Mineral Resource estimates can also be affected by the market value of lithium and lithium compounds.
Mineral Reserve Estimates
First Mine Mineral Reserve estimates have an effective date of 5 June 2019 and have been converted from Measured and Indicated Mineral Resources. The key parameters upon which the 5 June 2019 Mineral Reserve estimates were defined are summarized in Table 0-5.
Table 0-5 – Parameters Used in First Mine Pit Optimization
| Parameter | Value |
| Lithium concentrate price | US$700/t concentrate |
| Royalties (CFEM) | 2% of revenue |
| Exchange rate | 3.7 BRL/ US$ |
| Costs | |
| Mining | US$2.15/t mined |
| Processing | US$10.51 /t ore |
| G&A | US$3,809,106/ year |
| Logistics | US$82/t concentrate wet |
| Plant recovery | 60.4% |
| Concentrate grade | 6% |
| Mining recovery | 100% |
| Dilution | 9.3% |
| Overall Pit slopes | 33.6° – 53° |
Note: CFEM is the Brazilian government royalty
The total Proven and Probable Mineral Reserves are as presented in Table 0-6.
Table 0-6 – First Mine Mineral Reserves
| Reserve | Tonnage (t) | Li₂O (%) |
| Proven | 10,270,000 | 1.45 |
| Probable | 3,520,000 | 1.47 |
| TOTAL | 13,790,000 | 1.46 |
Note to accompany Mineral Reserves table:
| 1. | Mineral Reserves have an effective date of 5 June 2019. The Qualified Person for the estimate is Porfirio Cabaleiro Rodriguez, FAIG, an employee of GE21. |
| 2. | Mineral Reserves are confined within an optimized pit shell that uses the following parameters: lithium concentrate price: US$700/t concentrate; mining costs: US$2.15/t mined; processing costs: US$10.51/t processed; general and administrative costs: US$3.8 M/a; logistics costs: US$82/t wet concentrate; process recovery of 60.4%; mining dilution of 9%; pit inter-ramp angles that range from 40.5 – 74.8º. |
| 3. | Tonnages and grades have been rounded in accordance with reporting guidelines. Totals may not sum due to rounding. |
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The existing high voltage transmission line at Pit 1 will need to be relocated in Year 2 so as not to interfere with the mining of the pit’s northern part. The Company has been given the legal authority to relocate the line by 150 m.
The Company has not purchased the surface rights for Pit 2 but has applied to the ANM (Brazilian mining regulatory agency) for the granting of authority to mine the area. Pit 2 will come into operation 1.5 years after plant start-up.
Mining methods
First Mine
The Company has undertaken a program of resource drilling for the First Mine deposit. Most of these drill holes have been geotechnically logged for structural data. The geotechnical data logged from these holes has been analyzed to provide estimates of slope stability, using industry standard empirical techniques.
The mine layout and operation are based on the following criteria:
Two independent open pits areas: Pit 1 in the north and Pit 2 in the south
Single access from both pits to the mine infrastructure pad and the processing plant
Low height ore benches to reduce mine dilution and maximize mine recovery
Pre-splitting of the ore zone to reduce mine dilution
Elevated inter-ramp angles for the waste to reduce strip ratio.
The basis for the scheduling includes:
Six months of pre-stripping to liberate the ore
Mining of Pit 1 first as this is closer to the processing plant and is also included in the current environmental license process
Disposal of the waste rock at the start of operation at pile 1 (close to processing plant) and pile 2
Commence disposal of waste rock at pile 3 after one year and three months from the start of the operation
Commence mining of Pit 2 from Year 3 onwards
Mine both pits in conjunction from Year 3 to Year 6 to reduce the drop-down rate and to facilitate the 1.5 Mtpa production rate
The planned open pit mine life is nine years and three months
The mining fleet is based on off-highway trucks for the waste movement and road trucks for the ore to be operated by a mining contractor.
Second Mine
GE21, based on the Mineral Resource, prepared the PEA for the Second Mine.
The PEA is preliminary in nature and includes inferred mineral resources that are too speculative geologically to have economic considerations applied them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
It is noted that the Company has not yet made a production decision in respect of the Second Mine. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Second Mine. All statements regarding mine development or production in respect of the Second Mine in this AIF are expressly qualified by this statement.
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The mine layout and operation are based on the following criteria:
| · | A single open pit on the Second Mine pegmatite |
| · | Low height mineralized material benches to reduce mine dilution and maximize mine recovery |
| · | Pre-splitting of the mineralized material to reduce mine dilution |
| · | Elevated inter-ramp angles for the waste to reduce strip ratio |
The basis for the scheduling includes:
| · | Pre-stripping the pit to liberate mineralized material |
| · | Pit cut-backs in years 5 and 6 to expand and deepen pit |
| · | Mining at a rate of 1.68 Mtpa |
| · | The planned open pit mine life is 12 years and eight months |
| · | The mining fleet is based on off-highway trucks for the waste movement and road trucks for the mineralized material to be operated by a mining contractor |
Recovery methods
The First Mine concentrator plant is designed to produce a minimum 6.0% Li2O spodumene concentrate from an ore grade of 1.46% Li2O (diluted) with an average iron content of 0.97%, using DMS.
If a positive production decision is made for the Second Mine, a second DMS concentrator plant would be constructed to process the Second Mine mineralized material. This plant would produce a minimum 6.0% Li2O spodumene concentrate from a mineralized material grade of 1.44% Li2O (diluted) with an average iron content of 0.97%.
Processing Plant Description
The First Mine plant throughput capacity is based on 1.5 Mtpa (dry) of ore fed to the crushing circuit. The in-house crushing circuit is sized for 3.0 Mtpa, which will accommodate the additional mineralized material from Second Mine, if developed. The First Mine wet plant (DMS) is sized for 1.5 Mtpa throughput capacity, while the possible Second Mine DMS is based on a 1.68 Mtpa throughput capacity.
The concentrator plants are designed based on a proven DMS circuit and include three-stage conventional crushing and screen circuit, up-flow classification for mica removal, two-stage coarse DMS circuit, two-stage fines DMS circuit, single-stage ultrafines circuit, as well as magnetic separation and optical sorting on the final product stream.
Design Criteria and Utilities Requirements
The data for the feasibility study engineering and design were sourced from metallurgical test-work conducted at SGS Lakefield. Recovery data are based on results from variability samples #3 and #4. The mass balance, process design criteria and process flow diagrams were developed based on these test work data.
The utilities consumption requirements are approximately 6.7 MW for the process plant and 1.5 MW for non-process infrastructure at the process plant.
The raw water consumption for process water is nominal at 23 m3/hr (make-up raw water requirement).
The process water will be recycled within the plant using a thickener, where all fines slurry streams will be directed and recovered. This water will be pumped to the process water tank and recycled to the circuits.
Consumables will include reagents and operational consumables for the crushing circuit and the DMS plant.
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Project Infrastructure
The First Mine project infrastructure will be constructed on earthworks pads for the mineral processing plant, the mine operation support units, the open pits of the mines and the areas of waste rock and tailings disposal.
If developed, the Second Mine will utilize the infrastructure developed for the First Mine.
Buildings, Roads, Fuel Storage, Power Supply and Water Supply
Access to the processing plant will be by municipal road linking BR367 within the communities of Poço D’antas and Taquaril Seco. The current road will be suitable for truck traffic; however, construction of a new section of the road will be necessary to bypass the plant.
The plant and mine services areas will have administrative buildings such as offices, changeroom, cafeteria, concierge, clinic, fire emergency services and operation support facilities such as workshops and warehouses.
Fuel will be stored and dispensed from a fuel facility located at the mine services area.
Power will be supplied from the existing power grid line. Two main sub-stations (CEMIG and plant) will be installed to supply power to the plant, the mine services area and associated infrastructure.
Raw water will be supplied from the Jequitinhonha River, treated as necessary and reticulated within the plant for process, potable and firewater needs.
Waste Rock and Tailings Disposal and Stockpiles
At the First Mine, waste rock and tailings will be stored in two piles in the initial years of operation. Waste pile 1 will be located near the process area (both in the Olimpio area) and will be used for co-disposal of waste rock and tailings generated from the plant.
Waste pile 2 will be located to the south, in the Gilson area.
Both piles will have 25m wide access ramps with maximum gradients of 10%.
Waste piles 3 and 4 will be located adjacent to the north and south pits respectively. Table 0-7 provides the projected storage requirements.
Table 0-7 – Waste Pile Storage
Waste Rock m3 | Tailings m3 | Waste &
Tailings Total MT | Years
- Storage | |||||||||||
| Waste pile #1 | 7,845,000 | 567,400 | 17 (Note 1) | 1.3 | ||||||||||
| Waste pile #2 | 456,731 (Note 2) | 39,879 | 1.0 | 1.3 | ||||||||||
| Waste pile #3 | 17,399,267 | 8,582,001 | 88.26 | 4.5 | ||||||||||
| Waste pile #4 | 26,776,556 | - | 101.14 | 5.2 | ||||||||||
Note 1: approximately 6.0 Mt of mine pre-stripping (first 2 quarters of mine production) will be disposed of at waste pile 1
Note 2: 314,072 m3 will be clear and grub from the process area and mine services area and 142,659 m3 from the earthworks cut material.
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Control Systems and Communication
A process control system (PCS) including a main plant SCADA system will be installed for monitoring and control purposes.
The telecommunications network will consist of the telecommunications network, access control system and RFID.
Market Studies and Contracts
The key information contained in the market study was prepared by Roskill Consulting Group Ltd (Roskill).
Demand and Consumption
The short-, medium- and long-term outlook for lithium consumption appears strong, with overall consumption growth forecast at 15.2% per annum, and demand growth 14.5% per annum, to 2033 in the base-case scenario. Growth will be higher in the shorter-term, at 22.7% per annum to 2023, and then slow to 14.0% per annum from 2023 to 2028, and 9% per annum from 2028 to 2033, as the market matures.
There are, however, considerable upside and downside risks to the outlook for growth in consumption of lithium to 2028, dependant on the global economic growth and the demand of Li-ion battery-powered hybrid and electric vehicles (xEVs).
Supply
At end-2018, global nameplate production capacity for mining lithium totalled 588,540 tpa lithium carbonate equivalent (LCE). Based on announced capacity expansions and new project schedules, lithium mine production capacity is forecast to increase to almost 1.0 Mtpa LCE by 2022. The largest additions to mine capacity are in Australia for mineral-based production and Chile for brine-based production. Additional mine capacity will be required from the mid/late-2020s.
Contracts
The Company has entered into the Mitsui HOA for a strategic offtake and funding partnership with Mitsui for a significant portion of the funding required for the capital expenditures and project construction.
Pursuant to Mitsui HOA, Mitsui and the Company have agreed terms on:
| · | Production pre-payment to the Company of US$30,000,000 for battery-grade lithium concentrate supply of up to 55,000 t annually over six years, extendable for five years plus an off-take agreement supplementary 25,000 t of product annually |
| · | Advancement of deposit for long-lead items for the project |
| · | Strategic collaboration to leverage Mitsui’s considerable global logistics and battery materials marketing expertise as well as an agreement to continue discussions regarding additional funding for further exploration and development of the Company’s mineral properties |
| · | Mitsui’s right to participate in the Company’s future capital for production expansion with other deposits conditional to concluding a feasibility study and Mineral Reserves estimates |
| · | Sales prices are set quarterly based on the published price of nominal arms-length chemical-spodumene concentrate above 6% Li2O (SC6). |
For more information in respect of additional contracts entered into after the date of the Updated Feasibility Study Report, see “General Development of the Business – Three Year History - Corporate”.
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The Company has no contracts in place in support of operations. Any future contracts are likely to be negotiated and renewed on an annual or biannual basis. Contract terms are expected to be typical of similar contracts in Minas Gerais State.
Price Forecast
The Company is using the 10-year Roskill forecast for the average spodumene concentrate nominal arms-length sales price of US$750 US (cost, insurance and freight (CIF) delivered to Port of Shanghai, China) in the economic assessment.
Environmental Studies, Permitting and Social or Community Impact
Conselho Estadual de Politica Ambiental (COPAM) granted an Operation License in support of certain Sigma Brazil mining concessions on the Grota do Cirilo property on August 25, 1994. The licence was renewed on August 14, 2008 but has subsequently been allowed to lapse as it was not suitable for the new level of mining contemplated by the Company. The Company applied and was issued the first phase of the Preliminary License (Licença Previa or LP) and an Installation License (Licença de Instalação or LI) to commence construction at the First Mine. Mining licenses are for life of mine and environmental licences are timely renewed when due.
The Company holds approved economic mining plans (Plano de Aproveitamento Econômico or PAE) over the Xuxa, Barreiro, Lavra do Meio, Murial, and Maxixe deposits within the Grota do Cirilo property. The PAE for the First Mine was updated and approved in August 2018.
Reclamation plans (referred to as degraded area plans or PRADs) have been developed and implemented for certain past-producing areas within the Grota do Cirilo property. The successful recovery of these areas is managed by Sigma Brazil personnel and external consultants in conjunction with the governing regulatory agencies.
The Company has held regular meetings and consultation sessions with local stakeholders regularly over the last five years. The further development of Sigma Brazil mining activities in the Jequitinhonha Valley is viewed by both communities as an important regional economic driver.
Applicable Legal Requirements for Project Environmental Permitting
CONAMA Resolution N° 237 (1997) defines environmental licensing as an administrative procedure by which the competent environmental agency permits the locating, installation, expansion and operation of enterprises and activities that use environmental resources in a manner considered to be effectively or potentially polluting.
The licensing process in Minas Gerais has been developed in accordance with COPAM Regulatory Deliberation N° 217, dated December 6, 2017 and establishes classification criteria based on scale and polluting potential, as well as the locational criteria used to define the modalities of environmental licensing of ventures and activities that use environmental resources in the state of Minas Gerais.
In compliance with CONAMA Resolution 09/90, the environmental licensing of mining projects is always subject to an Environmental Impact Assessment (”EIA”), followed by an Environmental Impact Report (”RIMA”), which supports the technical and environmental feasibility stage of the project and the granting of a LP and/or a concurrent LP + LI.
Current Project Environmental Permitting Status
A Concurrent Environmental Licensing Type CEL 2 (LP + LI) will be required in support of operations.
The water license for the uptake of 150 m³/h of water from the Jequitinhonha River was approved by the Agencia Nacional das Águas (ANA) in February 2019.
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The CEL 2 (LP + LI) for the initial project phase, consisting of the north pit (Pit #1), waste piles 1 and 2 and the plant area was submitted on December 20, 2018 and was followed by the complete presentation of the EIS, the EIR and the Environmental Control Plan (ECP) as well the other documents listed in Basic Guidance Form (BGF). The EIS (Estudo e Relatorio de Impacto Ambiental – EIA-RIMA dated 30 October 2018) and Plano de Controle Ambiental – PCA dated December 2018 were prepared and issued for submittal to the authorities by NEO Soluções Ambientais and ATTO GEO Geologia e Engenharia. Approval was obtained on June 3, 2019.
A second EIS covering Pit #2 and waste piles #3 and #4 was formally submitted for approval in March 2020 in line with the prescribed permitting timing requirements. for the process plant coming online with Pit #1.
Authorizations
Sigma Brazil is the owner of the mining rights registered under DNPM Nº 824.692/1971, and the holder of Mining Concession Ordinance Nº 1.366, published on October 19, 1984. In 2018 a new Economic Development Plan (EDP) was registered with the National Mining Agency (ANM), which was approved on November 16, 2018.
The approval of the EDP and environmental study involves the technical and legal analysis and formal approval of the proposed project. With the granted LP + LI, the company must now install the project within 5 years, comply with the environmental conditions established in the LP + LI certificate and finally, apply for the Operation License after installation in order to begin operational activities.
The formalization of the environmental licensing process also included requesting and granting of the EIA. This allows for environmental intervention in an approximately 64 ha area.
Land Access
The Company has a lease agreement with Miazga Participações S.A., owner of the Poço Danta-Paiuí, Poço Danta and Poço Dantas Farms, to carry out mining activities on its properties. These farms include Legal Reserves (LR) which are preserved and registered in the National Rural Environmental Registration System (NRERS), in accordance with Law Nº 12.651, dated May 25, 2012.
Social License Considerations
The Company understands and accepts the importance of proactive community relations as an overriding principle in its day-to-day operations as well as future development planning. The company therefore structures its community relations activities to consider the concerns of the local people and endeavors to communicate and demonstrate its commitment in terms that can be best appreciated and understood to maintain the social license to operate.
The Jequitinhonha Valley is the poorest region in Minas Gerais which is plighted by poverty and is in the lowest quartile of the Human Development Index (HDI). The Company is the largest investment and operation in the area by a factor of ten and the project will be transformational to the local communities. The largest direct economic benefit is that the Company is subject to a 2% royalty on revenue which is divided between the Federal Government, State Government and Local Government. Secondly a portion of the taxes on local procurement of goods and services is shared with the Local Government. These incomes from the royalty and tax are a most important source of funding for local Government and the Company is the largest direct contributor in the region. The Company will be by far the largest employer in the region with an estimated 500 direct jobs being created with 3 to 4 times this number being indirect.
Farming in the area is small-scale subsistence type as the area is semi-arid. There is minimal impact on the neighbouring farms of Grota do Cirilo properties. The Company and contractor workforce will live in the cities of Araçuaí and Itinga and strict environmental management plans are in place to minimize the environmental footprint of the project. An example is 90% of the process water is re-circulated and there is zero run-off water from the site except during the wet season, when excess water from the pond will be discharged in an overflow channel. The process uses dry stacking technology and no slimes dam will be built. Regular environmental monitoring will be conducted, and results will be shared with the local communities.
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The Company has targeted and continues with consultations/engagements with numerous stakeholders in support of project development of the Project and has hosted visits from representatives of government departments and local academic institutions.
Rehabilitation, Closure Planning and Post-Closure Monitoring
The closure plan for the Grota do Cirilo property encompasses the following: dismantling of building and infrastructure, removal of heavy mobile and surface equipment, restoration by reconstituting vegetal cover of the soil and the establishment of the native vegetation, grading and capping with vegetation suppression layer and revegetation of the waste rock and overburden stockpiles, removal of suppressed vegetation along with slope cover and surface drainage for water management, fencing of site, environmental liability assessment studies where there may have been spillages and soil and water contamination and safe disposal, revegetation of the open pit berm areas and fencing around the open pits.
In the post-closure phase, a socioenvironmental and geotechnical monitoring program will be carried out, to support ecosystem restoration or preparation for the proposed future use.
The monitoring program will collect soil and diversity of species on an annual basis, continuing for a five-year period after mine closure.
Second Mine Environmental Work to Date
The Environmental Impact Study - EIA and its respective Environmental Impact Report - RIMA will be submitted to the regulatory agency, Bureau of Priority Projects - SUPPRI, as a supporting document to obtain a Preliminary License - LP and an Installation License - LI for Grota do Cirilo Project - Second Mine Pegmatite.
Considering the parameters defined by the current laws and regulations, CONAMA Resolution 09/90, the environmental licensing of mining projects is conditioned to EIA/RIMA submission, and these studies are the main technical resources to assess project feasibility.
The environmental licensing process started in October 2020 and will be formalized with the submission of the technical studies requested through the Environmental Licensing System - SLA, request No.: 2020.10.01.003.0003780 for the production of: 1,500,000 t/year for open pit mining and 251.89 ha for waste heaps.
Capital and Operating Costs
Capital Costs First Mine
The Production Phase 1 capital cost (CAPEX) estimate includes the process plant, site infrastructure, mining and Owner’s costs. Pre-production, working capital, sustaining and deferred capital costs were also included.
Equipment costs were obtained with firm price quotations for six long lead mechanical equipment and with budgetary quotations for the remaining equipment packages. In-country (Brazil) quotations were obtained for the installation unit rates and to the extent feasible for equipment supply. Brazilian fabricators were selected for structural steel and platework supply and fabrication.
Material take-offs (MTOs) were generated from the feasibility study designs with the unit rate costs applied per commodity. The CAPEX estimate has an accuracy of ±15% and is summarized in Table 0-8.
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Table 0-8 – Capital Cost Estimate Summary First Mine
| Description | Capital
Cost US$ (Million) | |||
| Processing plant | 32.8 | |||
| Site infrastructure | 32.2 | |||
| Owner’s cost | 4.6 | |||
| Contingency | 7.5 | |||
| Recoverable taxes | -6.0 | |||
| SUBTOTAL CAPITAL COST | 71.1 | |||
| Pre-production and working capital | 27.3 | |||
| Sustaining and deferred capital | 15.2 | |||
Operating Costs First Mine
The Production Phase 1 operating cost (OPEX) estimate is based on contract mining, build-own-operate (BOO) high-voltage electrical sub-stations and non-process infrastructure substations and contract crushing, as per the Company’s preferred commercial strategy.
The concentrate transport cost has been estimated to be US$22.90M per annum or US$15.30/t of ore per the Company input based on preliminary quotations. This includes all the transport costs from the site to the Port of Ilhéus, Brazil, port storage and handling fees and CIF shipment to the port of Shanghai, China.
General and administration costs have been estimated to be US$2.64M per annum or US$1.76/t of ore.
Operating cost estimates are summarized in Table 0-9.
Table 0-9 – Operating Cost Estimate Summary First Mine
| Description | OPEX
US$/t | |||
| Mining cost per tonne of ore mined | 21.91 | |||
| Process cost per tonne of ROM | 10.69 | |||
| G&A cost per tonne of ROM | 1.76 | |||
| Shipping per tonne of ROM | 15.30 | |||
| NPI (included in Process and G&A) | - | |||
| TOTAL | 49.66 | |||
The OPEX costs are inclusive of taxes. The OPEX accuracy is ± 15%.
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Plant CAPEX and OPEX Second Mine
GE21, based on the Mineral Resource, prepared the PEA for the Second Mine.
The PEA is preliminary in nature and includes inferred mineral resources that are too speculative geologically to have economic considerations applied them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
The Production Phase 2 plant and infrastructure CAPEX is estimated at US$38.0 million.
The Production Phase 2 plant and infrastructure OPEX is as per operating costs estimated for the First Mine.
Mining Capital Costs Second Mine
GE21, based on the Mineral Resource, prepared the PEA for the Second Mine.
The PEA is preliminary in nature and includes inferred mineral resources that are too speculative geologically to have economic considerations applied them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
Total Production Phase 2 pre-production capex were estimated at about US$1.62 million.
Table 0-10 – CAPEX Summary Second Mine
| Description | Investment (USDx1.000) | |||||
| Mining Equipment | NA (contractor fleet) | |||||
| Owner’s Cost | 1,252.9 | |||||
| Sub-total 1 | 1,252.9 | |||||
| Contingency | 30% | 375.9 | ||||
| TOTAL CAPEX | 1,623.6 | |||||
Mining Operating Costs Second Mine
GE21, based on the Mineral Resource, prepared the PEA for the Second Mine.
The PEA is preliminary in nature and includes inferred mineral resources that are too speculative geologically to have economic considerations applied them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
The Production Phase 2 mining operating costs were based on the estimated operating costs for the neighbouring First Mine which is currently in a detailed engineering stage of development and construction. Table 0-11 shows the summary OPEX costs and assumptions.
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Table 0-11: OPEX Summary Second Mine
| description | total | |||
| Total Operating Cost LOM $US M | 605.82 | |||
| Total Mined Mt | 263.04 | |||
| Operating Cost $US/t | 2.30 | |||
Economic Analysis
Production Phase 1
The Production Phase 1 economic analysis was developed using the discounted cash flow method and based on the data and assumptions for capital and operating costs detailed in this report for the First Mine project mining, processing and associated infrastructure. An exchange rate of 3.85 BRL per US$ was used to convert particular components of the cost estimates into US$. No provision was made for the effects of inflation and the base currency was considered on a constant 2019 US$ basis. The evaluation was undertaken on a 100% equity basis. Exploration costs are deemed outside of the project and any additional project study costs have not been included in the analysis.
Production Phase 1 base case scenario results are presented in Table 0-12.
Table 0-12 – Base Case Economic Analysis Results First Mine
| Item | Unit | Value | ||||
| Pre-tax NPV @ 8% | US$ | 299,074,000 | ||||
| After-tax NPV @ 8% | US$ | 248,507,000 | ||||
| Pre-tax IRR | % | 47.6 | ||||
| After-tax IRR | % | 43.2 | ||||
| Pre-tax payback period | Years | 2.9 | ||||
| After-tax payback period | Years | 3.1 | ||||
Note: NPV = net present value, IRR = internal rate of return.
The main economic assumptions/input parameters used for the base case are shown in Table 0-13.
Table 0-13 – Main Macroeconomic Assumptions First Mine
| Item | Unit | Value | ||||
| Spodumene price @ 6.00% Li2O (CIF China) (Note 1) | US$/t | 733 | ||||
| Spodumene price @ 6.00% Li2O (FOB Ilhéus Port) (Note 2) | US$/t | 629 | ||||
| Exchange rate (Note 3) | BRL/US$ | 3.85 | ||||
| Discount rate | % | 8.0 | ||||
Note 1: Roskill forecast of average nominal arms-length selling price
Note 2: China spodumene price minus budgetary estimate shipping cost.
Note 3: An exchange rate of 4.10 BRL/US$ was used for update of the CAPEX. OPEX was based on 3.85 BRL/US$.
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The main technical assumptions for the base case are shown in Table 0-14.
Table 0-14 – Technical Assumptions (base case) First Mine
| Item | Unit | Value | ||||
| Total Mineral Reserves (P&P) | t | 13,784,000 | ||||
| Annual ROM ore processed | t | 1,496,000 | ||||
| Annual Spodumene Concentrate Production | t | 220,000 | ||||
| Lithium carbonate equivalent (LCE) production (Note 1) | t | 33,000 | ||||
| Strip ratio | ratio | 9.6: 1 | ||||
| Average Li2O grade of the Mineral Reserve | % | 1.46 | ||||
| Spodumene recovery rate | % | 60.4 | ||||
| Concentrate grade | % Li2O | 6.00 | ||||
| Mine life | years | 9.25 | ||||
| Cost of spodumene concentrate ex-works | US$/t | 238 | ||||
| Transportation costs (CIF China) | US$/t | 104 | ||||
| Total cash cost (CIF China) | US$/t | 342 | ||||
| Processing costs per tonne ROM | US$/t | 11.03 | ||||
| Mining costs per waste + ore mined | US$/t mined | 2.07 | ||||
Note 1: tonnage based on direct conversion to LCE excluding conversion rate
In the analysis, a 10-year average Roskill forecast of an average nominal arms-length selling price of US$733 (CIF Shanghai) for the spodumene concentrate has been assumed.
Figure 0-1 illustrates the after-tax cash flow and cumulative cash flow profiles of the project under the base case scenario.
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Figure 0-1 – After-Tax Cash Flow and Cumulative Cash Flow First Mine
The First Mine project has been evaluated on pre- and after-tax basis.
Sudene is a government agency tasked with simulating economic development in specific geographies of Brazil. The project will be installed in a Sudene-covered area, where a tax incentive granted to the project indicates a 75% reduction of income tax for 10 years, after achieving at least 20% of its production capacity. The considered Brazilian income tax rate is assumed to be 15.25%, which represents the Sudene tax benefit applied to the Brazilian maximum corporate tax of 34% on taxable income (25% income tax plus 9% social contribution).
The project is expected to benefit from RECAP (IN SRF 605/2006 – a special tax regime for fixed assets acquisition for exporting companies) which grants PIS (Social Integration Program) and COFINS (Social Security Contribution) exemptions on federal sales taxes charged on gross revenues. The economic analysis assumes that the project is granted this exemption.
The project is expected to be exempt from all importation taxes for products for which there is no similar item produced in Brazil (Ex-Tarifário). Assembled equipment where some but not all individual components are produced in Brazil can be considered exempt from import taxes under these terms. The Project royalties include:
| · | A 2.0% CFEM royalty on gross spodumene revenue, paid to the Brazilian Government. The CFEM royalty amount is split between: the Federal Government Entities (10%), State Government of Minas Gerais (15%), and Municipal Government of Araçuaí (60%), for the Federal District and Municipalities, when affected by mining activity and production does not occur in their territories (15%) |
| · | Two 1% NSR royalties |
A sensitivity analysis was carried out with the base case (including closure costs) as described above as the midpoint. An interval of ±20% versus base case values was considered using 10% increments. Results are shown in
Figure 0-2 to Figure 0-3 for commodity price, exchange rate, initial CAPEX, OPEX, discount rate, and lithium grade. A further sensitivity analysis was conducted on a case excluding closure costs.
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The Project’s NPV (and IRR) are not significantly vulnerable to changes in the pre-production initial capital expenditure nor discount rate considered, as shown by the smoother curves associated with these variables. Note that the Project IRR is independent of the discount rate considered.
The Project’s NPV (and IRR) are most sensitive to variation in CIF spodumene price, lithium grade and BRL per US$ exchange rate as shown by the steeper curves associated with these variables. The Project’s NPV is significantly positive at the lower limit of the price interval and the examined exchange rate interval. The NPV is also significantly positive at the upper limit of the operating expenses interval.
Figure 0-2 – Pre-tax NPV (US$ million) First Mine

Figure 0-3 – After-tax NPV (US$ million) First Mine
Production Phase 2
GE21, based on the Mineral Resource, prepared the PEA for the Second Mine.
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The PEA is preliminary in nature and includes inferred mineral resources that are too speculative geologically to have economic considerations applied them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
It is noted that the Company has not yet made a production decision in respect of the Second Mine. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Second Mine. All statements regarding mine development or production in respect of the Second Mine in this AIF are expressly qualified by this statement.
The Production Phase 2 base case scenario results are presented in Table 0-15.
Table 0-15 – Base Case Economic Analysis Results Second Mine
| Item | Unit | Value | ||||
| Pre-tax NPV @ 8% | US$ M | 449 | ||||
| After-tax IRR | % | 208 | ||||
| After-tax payback period | Years | 0.4 | ||||
The main economic assumptions/input parameters used for the Production Phase 2 base case are shown in Table 0-16.
Table 0-16 – Main Macroeconomic Assumptions Second Mine
| Item | Unit | Value | ||||
| Spodumene price @ 6.00% Li2O (CIF China) (Note 1) | US$/t | 750 | ||||
| Spodumene price @ 6.00% Li2O (FOB Ilhéus Port) (Note 2) | US$/t | 646 | ||||
| Exchange rate | BRL/US$ | 5.20 | ||||
| Discount rate | % | 8.0 | ||||
Note 1: Roskill forecast of average nominal arms-length selling price
Note 2: China spodumene price minus budgetary estimate shipping cost.
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The main technical assumptions for the Production Phase 2 base case are shown in Table 0-17.
Table 0-17 – Technical Assumptions (base case) Second Mine
| Item | Unit | Value | ||||
| Total Quantity Milled (LOM) | Mt | 21.3 | ||||
| Annual ROM feed processed | Mt | 1.68 | ||||
| Annual Spodumene Concentrate Production | t | 220,000 | ||||
| Lithium carbonate equivalent (LCE) production (Note 1) | t | 33,000 | ||||
| Strip ratio | ratio | 11.6:1 | ||||
| Average Li2O grade of the Mineral Resource | % | 1.44 | ||||
| Spodumene recovery rate | % | 66 | ||||
| Concentrate grade | % Li2O | 6.00 | ||||
| Mine life | years | 12.7 | ||||
| Cost of spodumene concentrate ex-works | US$/t | 256 | ||||
| Transportation costs (CIF China) | US$/t | 104 | ||||
| Total cash cost (CIF China) | US$/t | 360 | ||||
| Processing costs per tonne ROM | US$/t | 8.6 | ||||
| Mining costs per waste + mineralized material mined | US$/t mined | 2.3 | ||||
Note 1: Tonnage based on direct conversion to LCE excluding conversion rate
Note 2: Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability.
In the analysis, a 10-year average Roskill forecast of an average nominal arms-length selling price of US$750.00 (CIF Shanghai) for the spodumene concentrate has been assumed.
The Second Mine project is subject to the same royalties as Production Phase 1.
Table 0-18 analyses the impact on NPV when spodumene pricing and recovery percentages fluctuate.
The Project NPV is most sensitive to movements in the price of spodumene, metallurgical recovery rate of the lithium at the Second Plant. Foreign exchange fluctuations impact operating cash costs (mostly derived from Brazilian Real) and development capital (approximately 70% derived from Brazilian Real prices).
Table 0-18: Sensitivity Analysis on NPV with Different Recovery and Pricing Second Mine
| After-Tax | |||||||||
| Sensitivity Matrix | NPV (US$ M) | ||||||||
| Spodumene Price (CIF China) | Recovery (%) | ||||||||
| (US$/t) | 60.4% | 66.0% | |||||||
| $ 650 | $ | 260 M | $ | 320 M | |||||
| 700 | 319 | 384 | |||||||
| 750 | 378 | 449 | |||||||
| 800 | 437 | 513 | |||||||
| 850 | 496 | 578 | |||||||
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Interpretation and Conclusions
Mineral Resources are reported for four pegmatite bodies, Xuxa, Barreiro, Murial and Lavra do Meio. Mineral Reserves are reported for the First Mine.
A PEA which is the subject of the Updated Feasibility Study Report, has been conducted on the Second Mine.
The extraction plan in the PEA assumes development of one open pit and construction of a process plant to process 1,680,000 dry tonnes of feed per year for a mine life of 12 years and eight months.
Under the assumptions presented in the PEA, the mine and process plans are feasible, and the project shows positive economics.
It is noted that the Company has not yet made a production decision in respect of the Second Mine. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Second Mine. All statements regarding mine development or production in respect of the Second Mine in this AIF are expressly qualified by this statement.
Risk Assessment
The PEA is preliminary in nature and includes inferred mineral resources that are too speculative geologically to have economic considerations applied them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
Risk assessment sessions were conducted individually and collectively by all parties. These are summarized in the sections below.
Most aspects of the Project are well defined. The key residual risks are summarized below. One of the most significant risks identified for the Project are related to lithium markets.
The following risks are highlighted for the project:
Lithium market sale price and demand (commercial trends)
Fluctuations in the exchange rate and inflation
Delay in obtaining financing: impact to NTP
Delay in obtaining the license for the Second Mine
More fines generated from mining and crushing: potential negative impact on recovery
Ongoing geotechnical monitoring system can change some final pit slope parameters: potential increase in strip ratio.
Further details on the risk assessment are provided in Section 25.2 of the Updated Feasibility Study Report.
Opportunities
The PEA is preliminary in nature and includes inferred mineral resources that are too speculative geologically to have economic considerations applied them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
The following opportunities are identified for the Second Mine:
| · | Recovery of Li2O from hypofines with a flotation circuit | |
| · | Potential upgrading of some or all of the Inferred Mineral Resources to higher-confidence categories and eventually conversion to Mineral Reserves. |
| · | Recovery of Li2O from petalite |
| · | Potential for future underground mining of the First Mine and Second Mine pegmatites if a trade-off study supports the concept |
| · | Exchange rate may work in the Project’s favour. |
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Recommendations
The following summarizes the recommendations from the First Mine feasibility study and Second Mine PEA in the Updated Feasibility Study Report. A phased work program is planned, which consists of continued exploration over the known pegmatites in the Grota do Cirilo area, together with the implementation of the recommendations of First Mine feasibility study and the Second Mine PEA recommendations.
It is important to note that the recommendations for the different projects can be conducted concurrently.
Geology and Resources
The FS Qualified Persons recommend that additional exploration drilling be conducted across the property to update existing resources and potentially discover new resources. The overall cost for the drill program is estimated at US$6.1M and consists of a 36,000 m drill program to test the Xuxa, Barreiro, Nezinho do Chicao, Murial and Bee areas.
First Mine Recommendations
The recommendations for the First Mine will be implemented in the project execution phase, prior to commencement of operations, and are estimated to be a total of US$1,275,000, consisting of:
| · | Process plant (testing for wet magnetic separation equipment, a middlings recrushing recovery trade-off study): US$60,000 |
| · | Mine design (finalize topographic survey; complete density, moisture and blasted swell effect analyses for ore and waste; implement a reconciliation system and grade control program; evaluate underground mining potential for below the open pit levels of the mine, conduct a reserve study for underground mining; implement geotechnical monitoring system): US$345,000 |
| · | Geotechnical (supplementary geotechnical and hydrogeological investigations of planned infrastructure sites including at waste pile areas; supplementary geochemical tests (ARD); large-scale waste rock and tailings co-disposal stockpile field test): US$870,000. (Note: further details of the proposed geotechnical, hydrogeological and geochemical program are provided in Section 26.3 of the Updated Feasibility Study Report) |
Second Mine Project Recommendations
The PEA is preliminary in nature and includes inferred mineral resources that are too speculative geologically to have economic considerations applied them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
Based on the results of the Second Mine PEA, the FS Qualified Persons recommend that the Company proceed to completing a pre-feasibility study (PFS), and thereafter (based on the results of the PFS) conduct a definitive feasibility study (FS) in respect of the Second Mine.
The 24 m wide accesses significantly affect the overall slope angle of the final pit. If the same access width is maintained in the details of the study, it is recommended to estimate the impact of the ramps in the overall slope angle, so that this value is used in the optimization process. Thus the optimization result will be more adherent with the designed operational pit.
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Due to the depth of the pit it is necessary to remove a large amount of waste to maintain the 24 m access roads in the final pit. This impact is even more relevant in the annual pits in which it is sought to minimize the stripping ratio in the first years for a better cash flow. It is recommended to evaluate the feasibility of working only with road trucks, thus maintaining all access roads 10 or 12 m wide.
If it is not feasible to operate only with road trucks (due to large amounts of mineralized material/waste), it is recommended to evaluate the use of off-road trucks only in the pre stripping operation. The pre-stripping mining fronts are usually separated from the mining fronts, so that temporary 24-metre accesses would be created only in these regions. In addition, it is possible that the details of the mining plan indicate the option of a new pre stripping around year 9.
In detailing the sequential mining plan it is important to assess the amount of mineralization released by the end of each period because it is often necessary to make a large pushback of waste to access the mineralization. Therefore. it is necessary to plan so that there is no shortage of mineralized fronts released during the period in question.
It is also recommended to implement the hydrological and hydrogeological studies for the next phases of the Project.
Competitive Conditions and Anticipated Trends
Lithium Industry Trends and Demand Outlook
Lithium’s application within end-use sectors has traditionally been restricted to technical markets (ceramics, greases etc), where demand growth is typically aligned to GDP. Since 2010, however, lithium’s demand growth narrative has dramatically shifted toward rechargeable lithium-ion batteries. This is largely owing to structural changes in the automotive sector as manufacturers transition toward EVs. Unlike technical sectors, demand from batteries will be influenced by a combination of macroeconomics, EV policy targets, emissions mandates, and alignment with international treaties on climate change. Lithium-based batteries are expected to be key in the decarbonization of ground transport, via light and commercial vehicles.
World forecast lithium demand by end-use application, 2019-2031 (kt LCE)
Source: Roskill, August 2021
Strong battery demand growth allows for an increasing diversification of battery cathode chemistries requiring different lithium compounds. Use of, and substitution between, compounds is not binary, but rather dictated by the cathode composition, primarily the nickel content. Both carbonate and hydroxide demand are expected to be strong, though Roskill expects demand for hydroxide to increase at a faster rate than carbonate over the outlook period (17% vs 26% CAGR between 2021-2031, respectively) owing to an increasing uptake of high nickel chemistries forecast post-2025.
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Forecast battery-grade carbonate vs hydroxide demand (kt LCE), 2019-2031f
Source: Roskill, August 2021
Supply Outlook
Historically, the majority of refined supply has originated from brine operations. However, the previous decade has seen the rise of mineral conversion from hard rock mines which have accounted for over half of global refined supply since the mid-2010s. This growth trend is forecast to continue throughout the 2020s largely owing to shorter construction timelines for both hard rock mines (2-3yrs in Australia) and mineral conversion capacity growth (1.5-2yrs within China) compared to that of greenfield brine projects (+3yrs in South America). This will, in turn, require significantly larger quantities of spodumene concentrate feedstock to match the growth in mineral conversion capacity. Supply from additional projects outside of Roskill’s base-case are considered most likely to come online in the latter half of the decade. These could provide an additional 253kt LCE supply by 2031, after considering construction and ramp-up delays.
Forecast refined lithium compound output by source type, 2019-2031 (kt LCE),
Source: Roskill, August 2021
Notes: 1 – Additional projects adjusted for development probability
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Geographically refined lithium production is highly concentrated within China and South America. Major Chinese producers have invested heavily in expanding capacity since 2015. This has primarily been in the form of mineral conversion plants utilizing spodumene concentrate feedstock from Australia. China’s lower cost of capital and process technology competencies are expected to continue to incentivize future investment in additional capacity domestically. By 2031, Roskill forecast 54% of the growth in global supply to come from Chinese operations, with Australian supply accounting for 18%.
Forecast refined lithium compound output by country, 2019-2031 (kt LCE),
Source: Roskill, August 2021
Notes: 1 – CAGR expressed as 2021-2031 for Australia and additional new projects (adjusted for development probability)
Price Outlook
In 2020, the COVID-19 pandemic brought significant uncertainty for global economic activity. With the disruption came large scale fiscal stimulus by the European Commission and EU member states directed to the automotive industry with the intention to continue the transition to a “green economy”. This support propelled demand for EVs across Europe and resulted in Y-o-Y demand growth for refined lithium products. Policy and emissions reduction frameworks are expected, such as China’s pledge to reach carbon neutrality by 2060 with emissions peaking by the end of 2030, alongside a post-COVID-19 global economic recovery to continue to drive automotive electrification into the 2030s.
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Forecast lithium hydroxide and spodumene concentrate prices, US$/t, 2019-2031
Source: Roskill, August 2021
Notes: 1 – Real prices adjusted to constant 2021 US dollars using United States GDP deflator data from the Federal Reserve and the International
Monetary Fund's World Economic Outlook Database
2 – Contract Asia battery-grade hydroxide expressed on CIF Asia terms; Arm’s length spodumene concentrate expressed on CIF China terms
Over the 2021-2031 outlook horizon, Roskill forecasts real 2021 US dollar average prices for spodumene concentrate and lithium hydroxide of US$712/t and US$14,834/t, respectively. Spodumene feedstock for mineral conversion is forecast to be sufficient until 2028 should all new projects globally come online, though this is not guaranteed. Battery-grade compound supply shortfalls are expected to reach 1.7Mt LCE by 2031, with quality certification for new supply exacerbating entry timelines into top tier cell maker supply chains. Forecast supply shortages, marginal costs of production of US$5,000-11,000/t LCE, and incentive prices (where approximately 40% of identified new capacity requires >US$10,000/t) through to 2031, are expected to drive the forecast price trend. Demand-side dynamics will likely see increasingly strict requirements on refined product quality, with tier one cell makers driving this trend. A finite number of refined producers currently certified will be able to fulfil these needs moving forward. Future prices, however, will not be solely dependent on supply and demand balances. External market factors also pose significant risks to the forecast price trends.
Long-term risks to price outlook
Source: Roskill, August 2021
Emerging Market Disclosure
The Project is located in Brazil, an emerging market, and the Company’s interest in the Project is held indirectly through Sigma Brazil, a Brazilian corporation. Operating in an emerging market exposes the Company to risks and uncertainties that do not exist, or are significantly less likely to occur, in jurisdictions such as the United States or Canada. In order to manage and mitigate these risks, the Company has designed a system of corporate governance for itself and its subsidiaries that include internal controls over financial reporting and disclosure controls. These systems are coordinated by the Company's senior management and overseen by the Board in order to monitor the Company’s operating subsidiaries. See “Risk Factors” below.
Board and Management Experience and Oversight
Key members of the Company’s management team have experience running business operations in emerging markets, including Brazil. Calvyn Gardner, Co-Chair and the Co-Chief Executive Officer of the Company, is a British national and Brazilian resident and has held senior positions in large, multinational corporations operating throughout South America. Ana Cabral-Gardner, Co-Chair and the Co-Chief Executive Officer of the Company, is a Brazilian national and has substantial business operating experience in Brazil. Vicente Lobo, Co-Chair of the Company’s Technical Committee, is a Brazilian national and has held executive roles at major Brazilian natural resources companies and has served as the Secretary of Geology, Mining and Mineral Transformation at Brazil’s Ministry of Mines and Energy. Maria José Salum, Chief Sustainability Officer, is a Brazilian national and a prominent environmental & social responsibility professional who has held a number of roles such as Director of Sustainable Development in Mining at the Ministry of Mines and Energy and Senior Representative for the Ministry at the National Council for the Environment (CONAMA).
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The Board, through its corporate governance practices, regularly receives management and technical updates, risk assessments and progress reports in connection with the Company’s operations in Brazil. Through these updates, assessments and reports, the Board gains familiarity with the operations, laws and risks associated with operations in Brazil. Several members of the Board (a) are familiar with the laws, business culture and standard practices of Brazil; (b) have Portuguese language proficiency; (c) are experienced in working in Brazil and in dealing with Brazilian government authorities; and (d) have experience and knowledge of the local banking systems and treasury requirements of Brazil.
Communication
The Company maintains open communication with its operations in Brazil through management team members who are fluent in Portuguese and are proficient in English, removing language barriers between management and the Board. The primary language used in Board meetings is English and material documents relating to the Company's operations that are provided to the Board are in English. Material documents relating to the Company's material operations in Brazil are either in English or, where in Portuguese, are translated into or summarized in English. With the exception of one board member, all others are fluent in Portuguese.
Controls Relating to Corporate Structure Risk
The Company has implemented a system of corporate governance, internal controls over financial reporting and disclosure controls and procedures that apply to the Company and its subsidiaries. These systems are overseen by the Board and implemented by the Company’s senior management. The relevant features of these systems include:
| · | The Company’s Control Over Subsidiaries. The Company’s corporate structure has been designed to ensure that the Company has direct oversight over the operations of its subsidiaries, including that senior management of its subsidiaries includes individuals that are senior management of the Company (and members of the Board), and such individuals are also the directors of the subsidiaries. In addition, such individuals review and approve programs, budgets and other key decisions. The Company reviews its subsidiaries’ financial reporting as part of preparing its consolidated financial reporting. The Company has adopted a simple structure for its Brazilian business operations, with the Company wholly-owning Sigma Holdings, and Sigma Holdings in turn wholly-owning Sigma Brazil. |
| · | Signing Officers for Foreign Subsidiary Bank Accounts. The establishment of any new banking relationships and/or new bank accounts requires approval from the Company. Monetary authorization limits are established by the Company and put in place with the respective banking institutions. Signatories and authorization limits for bank accounts are reviewed and revised as necessary, with changes being communicated to the appropriate banking institutions. Each payment requires approvals from two authorized signatories. |
| · | Strategic Direction. The Board is responsible for the overall stewardship of the Company and, as such, supervises the management of the business and affairs of the Company. More specifically, the Board is responsible for reviewing the strategic business plans and corporate objectives, and approving acquisitions, dispositions, investments, capital expenditures and other transactions and matters that are material to the Company, including those of its subsidiaries. |
| · | Internal Control Over Financial Reporting. The Company prepares its consolidated financial statements, on a quarterly and annual basis, using IFRS. The Company implements internal controls over the preparation of its financial statements and other financial disclosures (including its MD&A) to provide reasonable assurance that its financial reporting is reliable, that the quarterly and annual financial statements are being prepared in accordance with IFRS and that other financial disclosures (including its MD&A) are being prepared in accordance with relevant securities legislation. These systems of internal control over financial reporting require that any payments are reviewed and approved by two board members, being at least one co-CEO, and are designed to ensure that, among other things, the Company has access to material information about its subsidiaries. |
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| · | Disclosure Controls and Procedures. The Company has a disclosure policy that establishes the protocol for the preparation, review and dissemination of information about the Company. This policy provides for multiple points of contact in the review of important disclosure matters, which includes input from key members of management located in Brazil. |
| · | CEO and CFO Certifications. In order for the Company’s Co-Chief Executive Officers and Chief Financial Officer to be in a position to attest to the matters addressed in the quarterly and annual certifications required by Canadian securities laws and for the Company’s management to be in a position to furnish the report on the Company’s internal control over financial reporting required by the U.S. Sarbanes-Oxley Act (as defined below), the Company has developed internal procedures and responsibilities throughout the organization for its regular periodic and special situation reporting in order to provide assurances that information that may constitute material information will reach the appropriate individuals who review public documents, and that statements relating to the Company and its subsidiaries containing material information is prepared with input from the responsible officers and employees and is available for review by the Co-Chief Executive Officers and Chief Financial Officer in a timely manner. |
Intercompany Fund Transfers
Differences in banking systems and controls between Canada and Brazil are addressed by having stringent controls over cash kept in the jurisdiction, especially with respect to access to cash, cash disbursements, appropriate authorization levels, performing and reviewing bank reconciliations on at least a monthly basis and the segregation of duties. In executing certain normal course monetary transactions, funds are transferred between the Company and its subsidiaries by way of wire transfer. These transactions would typically include the payment of applicable fees for services; reimbursement of costs incurred by the Company on behalf of the subsidiaries; advances in the form of intercompany loans or equity contributions to subsidiaries; repayment of interest and/or principal on intercompany loans; and the return of capital or payment of dividends from subsidiaries. Capital structure and funding arrangements are established between the Company and the subsidiaries, and intercompany loan agreements are established with defined terms and conditions. Where regulatory conditions exist in the form of exchange controls, all necessary approvals are obtained in advance of the proposed transactions.
Managing Cultural Differences
Differences in cultures and practices between Canada and Brazil are addressed by employing competent staff in Canada and Brazil who are familiar with the local laws, business culture and standard practices, have local language proficiency, are experienced in working in that jurisdiction and in dealing with the relevant government authorities and have experience and knowledge of the local banking systems and treasury requirements.
Records Management of the Company’s Subsidiaries
The original minute books and corporate records of each of the Company’s subsidiaries are kept at the Sigma Brazil office. Company management and the Board have complete access to these records.
RISK FACTORS
Risk Factors
The Company is subject to numerous risk factors at any given time (many of which are beyond its control) which could materially adversely impact upon its business, financial condition, results of operations, cash flows, ability to obtain financing and prospects and, as a result, the trading price of the Common Shares. The following are risk factors that the Company’s management believes are most important. The below described risks are not an exhaustive description of all risks. See also “Cautionary Note Regarding Forward Looking Information” above.
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Risks Related to Resource Development
The Company may not develop the Project into a commercial mining operation.
The Company’s business strategy depends in large part on developing the Project into a commercially viable mining operation. Whether a mineral deposit will be commercially viable depends on numerous factors, including: (i) the particular attributes of the deposit, such as size, grade and proximity to infrastructure; (ii) commodity prices, which are highly volatile; and (iii) government regulations, including regulations relating to prices, taxes, royalties, land tenure, land use, importing and exporting of minerals, environmental protection and capital and operating cost requirements. The development of the Project is subject to the Company securing the necessary funding and other resources and is also subject to numerous development and operational risks. Accordingly, there can be no assurance that the Company will ever develop the Project into a commercial mining operation.
There can be no assurance that market prices for lithium will remain at current levels or that such prices will improve.
Lithium is not a traded commodity like base and precious metals. Sales agreements are negotiated on an individual and private basis with end-users or intermediaries. In addition, there are a limited number of producers of lithium compounds, and it is possible that these existing producers will try to prevent newcomers from entering the chain of supply by increasing their production capacity and lowering sales prices. Other factors, such as supply and demand of lithium-based end-products (such as lithium hydroxide), pricing characteristics of alternative sources of energy, industrial disruption and actual lithium market sale prices, could have an adverse impact on the market price of lithium and as such render the Project uneconomic. There can be no assurance that such prices will remain at current levels or that such prices will improve.
The market for EVs and other large format batteries currently has limited market share and no assurances can be given for the rate at which this market will develop, if at all, which could affect the success of the Company and its ability to develop lithium operations.
The success of the Company and its ability to develop lithium operations is largely dependent on the adoption of lithium-ion batteries for EV and other large format batteries. The market for EV and other large format batteries currently has limited market share and no assurance can be given that it will develop further (or at what rate this market will develop, if at all). To the extent that such markets do not develop in the manner or according to the timeline contemplated by the Company, the long-term growth in the market for lithium products will be adversely affected, which would inhibit the potential for development of the Project and its potential commercial viability.
Changes in technology or other developments could result in preferences for substitute products.
Lithium and its derivatives are preferred raw materials for certain industrial applications, such as rechargeable batteries and liquid crystal displays (LCDs). Many materials and technologies are being researched and developed with the goal of making batteries lighter, more efficient, faster charging and less expensive. Some of these technologies could be successful and could adversely affect demand for lithium batteries in personal electronics, electric and hybrid vehicles and other applications. The Company cannot predict which new technologies may ultimately prove to be commercially viable and on what time horizon. In addition, alternatives to such products may become more economically attractive as global commodity prices shift. Any of these events could adversely affect demand for and market prices of lithium, thereby resulting in a material adverse effect on the economic feasibility of extracting any mineralization the Company discovers and reducing or eliminating any reserves it identifies.
New production of lithium hydroxide or lithium carbonate from current or new competitors in the lithium markets could adversely affect prices.
In recent years, new and existing competitors have increased the supply of lithium hydroxide and lithium carbonate, which has affected its price. Further production increases could negatively affect prices. There is limited information on the status of new lithium hydroxide production capacity expansion projects being developed by current and potential competitors and, as such, the Company cannot make accurate projections regarding the capacities of possible new entrants into the market and the dates on which they could become operational. If these potential projects are completed in the short term, they could adversely affect market lithium prices, thereby resulting in a material adverse effect on the economic feasibility of extracting any mineralization the Company discovers and reducing or eliminating any reserves it identifies.
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The Project is at development stage and the Company’s ability to succeed in progressing through development to commercial operations will depend on a number of factors, some of which may be outside its control.
The Project is at development stage and will require a substantial increase in skilled personnel and operational support as the Project transitions to a more advanced development and then operating stage. The Company’s ability to succeed in progressing through development to commercial operations will depend on a number of factors, including management’s ability to manage this transition, the availability of working capital, and the ability to recruit and train additional qualified personnel (and, where appropriate, to engage third party contractors with qualified personnel).
The Company’s financial condition, operations and results of any future operations are subject to political, economic, social, regulatory and geographic risks of doing business in Brazil.
Investments in emerging markets like Brazil generally pose a greater degree of risk than investments in more mature market economies because the economies in the developing world are more susceptible to destabilization resulting from domestic and international developments and exposes the Company to heightened risks related to prevailing and changing political and socioeconomic conditions. Changes in mining, investment or other applicable policies or shifts in political attitude in Brazil may adversely affect the Company’s operations or profitability and may affect the Company’s ability to fund its ongoing expenditures. Regardless of the economic viability of the Company’s properties, such political changes, which are beyond the Company’s control, could have a substantive impact and prevent or restrict (or adversely impact the financial results of) mining of some or all of any deposits on the Project.
The Brazilian economy has been characterized by frequent, and occasionally material, intervention by the Brazilian federal government, which has often modified monetary, credit and other policies intending to influence Brazil’s economy. The Brazilian government’s actions to control inflation and effect other policy changes have involved wage and price controls, changes in existing, or the implementation of new, taxes and fluctuations of base interest rates. Actions taken by the Brazilian federal government concerning the economy may have important effects on Brazilian companies or companies with Brazilian assets and on market conditions and the competitiveness of Brazilian products abroad. In addition, actions taken by the Brazilian state and local governments with respect to labor and other laws affecting operations may have an effect on the Company.
The Company’s financial condition and results of any future operations may also be materially adversely affected by any of the following, and the Brazilian federal government’s actions, or failure to act, in response to them:
| · | currency depreciations and other exchange rate movements; |
| · | monetary policies |
| · | inflation rate fluctuations |
| · | economic, political and social instability |
| · | environmental regulation |
| · | energy shortages or changes in energy prices |
| · | interest rates |
| · | disasters at third party mineral projects |
| · | corruption or political scandal |
| · | exchange rate controls and restrictions on remittances abroad |
| · | liquidity of the domestic capital and lending markets |
| · | tax policy, including international tax treaties |
| · | other political, diplomatic, social and economic policies or developments in or affecting Brazil |
Uncertainty over whether the Brazilian federal government will implement changes in policy or regulation affecting these or other factors in the future may contribute to economic uncertainty in Brazil and to heightened volatility in the market value of securities issued by Brazilian companies or companies with Brazilian assets.
The Brazilian government has frequently implemented changes to tax laws, tax treaties and other regulations, including modifications to tax rates. Any such changes, as well as changes in the interpretation of such tax laws and regulations, may result in increases to the Company’s overall tax burden, which would negatively affect its profitability.
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Political instability or changes in government policy (which may be arbitrary) may result in changes to laws affecting the ownership of assets, mining activities, taxation, rates of exchange, environmental regulations and labour relations. This may affect both the Company’s ability to undertake exploration and development activities in respect of present and future properties in the manner currently contemplated, as well as its ability to continue to explore, develop and operate those properties in which it has an interest or in respect of which it has obtained exploration and development rights to date. The possibility that a future government may adopt substantially different policies cannot be ruled out.
Brazil’s long-term foreign and local currency debt is rated sub-investment grade. Brazil’s ratings or outlooks may be downgraded further or placed on watch by the various rating agencies in the future. Downgrades of Brazil’s sovereign credit ratings could limit access to funding and/or raise the cost of funding for the Company. Downgrades of Brazil’s sovereign credit ratings could also heighten investors’ perception of the risk of having operations in Brazil.
These and other future developments in the Brazilian economy and governmental policies may materially adversely affect the Company.
Violations of anti-corruption, anti-bribery, anti-money laundering and economic sanctions laws and regulations could materially adversely affect the Company’s business, reputation, results of any future operations and financial condition.
Brazilian markets have historically experienced heightened volatility due to the uncertainties generated by corruption and bribery allegations and investigations of certain senior politicians, including congressmen and officers and directors of some of the major state-owned and private companies in Brazil. In addition, certain media posts and reports of corruption, or allegations of corruption, in Brazil may have an adverse effect on the public perception and reputation of Brazilian companies and may adversely affect the trading price of the Common Shares. The Company’s value and share price could also be adversely affected by illegal activities by others, corruption or by claims, even if groundless, implicating the Company in illegal activities.
The Company is subject to anti-corruption, anti-bribery and anti-money laundering laws and regulations in various jurisdictions, including Canada, U.S. and Brazil. In addition, it is subject to economic sanctions regulations that restrict dealings with certain sanctioned countries, individuals and entities. There can be no assurances that the internal policies of the Company will be sufficient to prevent or detect all inappropriate practices, fraud or violations of such laws, regulations and requirements by its employees, directors, officers, partners, agents and service providers or that any such persons will not take actions in violation of its policies and procedures. Any violations of anti-bribery and anti-corruption laws or sanctions regulations could have a material adverse effect on the Company’s business, reputation, results of any future operations and financial condition.
The Company has not purchased any “political risk” insurance coverage and currently has no plans to do so.
The Company is subject to regulatory frameworks applicable to the Brazilian mining industry which could be subject to further change, as well as government approval and permitting requirements, which may result in limitations on the Company’s business and activities.
Government approvals and permits are required in connection with the Company’s activities. Any instances where such approvals are required and have not been obtained, the Company may be restricted or prohibited from proceeding with planned exploration, development or operational activities. Failure to comply with applicable laws, regulations and permitting requirements may result in enforcement actions thereunder, including orders issued by regulatory or judicial authorities causing development or operations to cease or be curtailed, and may include corrective measures requiring capital expenditures, installation of additional equipment, or other remedial actions. Parties engaged in mining operations may be required to compensate those suffering loss or damage by reason of the mining activities and may be liable for civil or criminal fines or penalties imposed for violations of applicable laws or regulations. Amendments to current laws, regulations and permitting requirements, or a more stringent application of existing laws, could have a material adverse impact on the Company and cause increases in capital expenditures or production costs, reductions in the levels of production at producing properties or require abandonment or delays in the development of the Project.
In Brazil, the ANM regulates the conduct of exploration, development and mining operations. The ANM requires: (i) certain fee payments for exploration authorizations (known as the Annual Fee per Hectare), (ii) certain royalty payments to be made to the federal government for the mining concessions (known as Financial Compensation for the Exploitation of Mineral Resources - “CFEM”) and (ii) royalty payments to be made to the landowner if the surface rights are not held by the holder of the mineral rights. There is also a monthly inspection fee related to the transfer and commercialization of certain minerals in some Brazilian states. Royalties, taxes and fees related to the exploration authorizations and mining concessions may change or increase substantially in the future.
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In Brazil, failure to demonstrate the existence of technical and economically viable mineral deposits covered by an exploration authorization for a period of at least one year may lead to the authorization being required to be returned to the federal government. The federal government may then grant the exploration authorization to other parties that may conduct other mineral prospecting activities at said area. In addition, mining concessions and exploration authorizations may not be granted due to changes in laws and regulations governing mineral rights. Accordingly, retrocession requirements, loss of mineral rights, or the inability to renew concessions, authorizations, permits and licenses may materially adversely affect the Company.
Tailings dam failures involving other mining companies in Brazil, and the resultant loss of life and damage, have resulted in (and could in the future result in further) increased requirements, delays in licensing and other material consequences to all mining companies, even if the circumstances of the Project or the Company’s development and operational methodologies are significantly different then such other companies and projects.
The regulatory framework applicable to the Brazilian mining industry could be subject to further change, which may result in limitations on the Company’s business and activities, including in connection with some existing mineral rights, and an increase in expenses, particularly mining royalties, taxes and fees.
The Company’s operations are also subject to Brazilian regulations pertaining to the use and development of mineral properties and the acquisition or use of rural properties by foreign investors or Brazilian companies under foreign control, and various other Brazilian regulatory frameworks.
The Company’s operations are subject to numerous environmental laws and regulations and expose the Company to environmental compliance risks, which may result in significant costs and have the potential to reduce the profitability of operations.
All phases of operations are subject to numerous environmental laws and regulations in Brazil on the federal, state and municipal levels, including laws and regulations relating to specially protected areas, air emissions, wastewater discharge and the use, manufacture, handling, transportation, storage, disposal, remediation of waste and hazardous substances. Environmental hazards may exist which are unknown to the Company at present which may have been caused by previous owners or operators of the Project. In the event of an accident or exposure to hazardous materials, environmental damages may occur and trigger the obligation to remediate the environmental conditions, which may result in significant costs. The victim of such damages or whoever the law so authorizes (such as public attorneys’ office, foundations, state agencies, state-owned companies and associations engaged in environmental protection) is not compelled to sue all polluting agents in the same proceeding, but rather the aggrieved party may choose to sue only one of the polluting agents to redress damages.
Environmental liability may be litigated in civil, administrative and criminal courts, with the application of administrative, civil and criminal sanctions, in addition to the obligation to redress the damages caused. The lack of a conviction or a finding of liability in one proceeding does not necessarily preclude the finding of liability in other proceedings. Accordingly, in respect of environmental compliance matters, there could be unexpected interruptions to operations, fines, or penalties as well as third-party claims for property damage or personal injury or remedial or other costs, which may have a material adverse effect on the Company’s operations. Municipal, state and federal governments may revise and impose stricter environmental regulations in the future. There can be no assurance that environmental regulation will not adversely affect development or operations, with increased fines and penalties for non-compliance, more stringent environmental assessments of proposed projects and a heightened degree of responsibility for companies and their officers, directors and employees. The cost of compliance with changes in governmental regulations has the potential to reduce the profitability of operations.
Physical climate change events and the trend toward more stringent regulations aimed at reducing the effects of climate change could have an adverse effect on the Company’s business and future operations.
Climate change is increasingly perceived as a broad societal and community concern. Stakeholders may increase demands for emissions reductions and call upon mining companies to better manage their consumption of climate-relevant resources. Physical climate change events, and the trend toward more stringent regulations aimed at reducing the effects of climate change, could impact the Company’s decisions to pursue future opportunities, or maintain existing operations, which could have an adverse effect on its business and future operations. The Company can provide no assurance that efforts to mitigate the risks of climate changes will be effective and that the physical risks of climate change will not have an adverse effect on its operations and profitability.
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As the Company does not have any experience in the construction and operation of a mine, processing plants and related infrastructure, it is more difficult to evaluate the Company’s prospects, and the Company’s future success is more uncertain than if it had a more proven history of developing a mine.
The Company does not have any experience in the construction and operation of a mine, processing plants and related infrastructure, as it has not previously been involved in the development of a mining project. Although certain of its officers, directors and consultants have such experience, the Company itself does not have any experience in taking a mining project to production. As a result, it is more difficult to evaluate the Company’s prospects, and the Company’s future success is more uncertain than if it had a more proven history of developing a mine.
The Company’s future production estimates are based on existing mine plans and other assumptions which change from time to time. No assurance can be given that such estimates will be achieved.
The Company has prepared estimates and projections of future production for the Project. Any such information is forward-looking and no assurance can be given that such estimates will be achieved. These estimates are based on existing mine plans and other assumptions which change from time to time. The Company’s actual production may vary from estimates for a variety of reasons, including: actual mineralized material mined varying from estimates of grade, tonnage, dilution and metallurgical and other characteristics; revisions to mine plans; unusual or unexpected deposit formations; risks and hazards associated with mining; natural phenomena, such as inclement weather conditions, water availability, floods, and seismic activity; and unexpected labour shortages, strikes, local community opposition or blockades. The economic analysis for the Project is based in part on achieving at least the contemplated minimum operating and production levels.
The Company may experience unexpected costs and cost overruns, problems and delays during construction, development, mine start-up and operations for reasons outside of the Company’s control, which have the potential to materially affect its ability to fully fund required expenditures and/or production, or, alternatively, may require the Company to consider less attractive financing solutions.
It is common in new mining operations to experience unexpected costs and cost overruns, problems and delays during construction, development and mine start-up. A number of factors could cause such delays or cost overruns, including (among others) permitting delays, construction pricing escalation, changing engineering and design requirements, the performance of contractors, labour disruptions, adverse weather conditions and challenges in obtaining financing. Even if commercial production is achieved, equipment and facilities may not operate as planned due to design or manufacturing flaws, which may not all be covered by warranty. Mechanical breakdown could occur in equipment after the period of warranty has expired, resulting in loss of production as well as the cost of repair. Any delay, or cost overrun, may adversely impact the Company’s ability to fully fund required expenditures, or alternatively, may require the Company to consider less attractive financing solutions. Accordingly, the Company’s activities may not result in profitable mining operations at its mineral properties, including the Project.
The Company’s capital and operating cost estimates may vary from actual costs and revenues for reasons outside of the Company’s control.
Capital costs, operating costs, production and economic returns and other estimates may differ significantly from those anticipated by current estimates, and there can be no assurance that the actual capital, operating and other costs will not be higher than currently anticipated. Actual costs and revenues may vary from estimates for a variety of reasons, including (among others): lack of availability of resources or necessary equipment; unexpected construction or operating problems; lower realized lithium prices; revisions to construction plans; risks and hazards associated with mineral production; natural phenomena; floods; unexpected labour shortages or strikes; general inflationary pressures; and interest and currency exchange rates.
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The Company’s operations are subject to the high degree of risk normally incidental to the exploration for, and the development and operation of, mineral properties.
The Company’s operations are subject to all of the risks normally incidental to the exploration for, and the development and operation of, mineral properties. Mineral exploration and exploitation involves a high degree of risk. Operations can be affected by such factors as permitting regulations and requirements, weather, environmental factors, unforeseen technical difficulties, unusual or unexpected geological formations, work interruptions, fires, power outages, shutdowns due to equipment breakdown or failure, unexpected maintenance and replacement expenditures, human error, labour disputes, flooding, explosions, releases of hazardous materials, tailings impoundment failures, cave-ins, landslides, earthquakes and the inability to obtain or properly maintain adequate machinery, equipment or labour. The Company expects to rely on third-party owned infrastructure in order to develop and operate its projects, such as power, utility and transportation infrastructure. Any failure of this infrastructure without adequate replacement or alternatives may have a material impact on the Company.
Insurance may not be available to insure against all such risks, or the costs of such insurance may be uneconomic. Losses from uninsured and underinsured losses have the potential to materially affect the Company’s financial position and prospects.
In the course of exploration, development and production of mineral properties, certain risks (in particular, risks related to operational and environmental incidents) may occur. Insurance may not be available to insure against all such risks, or the costs of such insurance may be uneconomic. The Company may also elect not to obtain insurance for other reasons. Should such liabilities arise, they could reduce or eliminate any future profitability and result in increasing costs and a decline in the value of the Company. The Company maintains liability insurance in accordance with industry standards, however, the nature of these types of risks is such that liabilities could exceed policy limits and the Company could incur significant costs that could have a material adverse effect on its business, results of operations and financial condition. Losses from uninsured and underinsured liabilities have the potential to materially affect the Company’s financial position and prospects.
The Company is subject to risks associated with securing title and property interests.
There can be no assurance the Company’s property mineral tenure interests, or that such title interests will ultimately be secured. No assurance can be given that applicable governments will not revoke or significantly alter the conditions of the applicable exploration and mining authorizations nor that such exploration and mining authorizations will not be challenged or impugned by third parties. The Company’s property interests may also be subject to prior unregistered agreements or transfers or other land claims, and title may be affected by undetected defects and adverse laws and regulations.
The Company cannot guarantee that title to its properties will not be challenged. A successful challenge to the precise area and location of the Company’s mineral claims could result in the Company being unable to develop its mineral properties or being unable to enforce its rights with respect to its mineral properties.
While the Company has the surface rights, Servidão Mineral, for Production Phase 1, as described above, there can be no assurance that the Company will obtain such rights for Production Phase 2 or thereafter.
The Company is subject to strong competition in Brazil and in the global mining industry.
The mining industry is competitive in all of its phases and requires significant capital, as well as technical and operational resources. Competition is also intense for mining equipment, supplies and qualified service providers, particularly in Brazil where mining personnel are in high demand and short supply. If qualified expertise cannot be sourced and at cost effective rates within Brazil, the Company may need to procure those services outside of Brazil, which could result in additional delays and higher costs to obtain work permits, particularly during the COVID-19 pandemic. Because of the high costs associated with exploration, the expertise required to analyze a project’s potential and the capital required to develop a mine, larger companies with significant resources may have a competitive advantage over the Company. The Company faces strong competition from other mining companies, some with greater financial resources, operational experience and technical capabilities. As a result of this competition, the Company may be unable to maintain or acquire financing, personnel, technical resources or attractive mining properties on terms it considers acceptable.
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The Company may become subject to government orders, investigations, inquiries or other proceedings (including civil claims) relating to health and safety matters, which could result in consequences material to its business and operations.
The mineral exploration, development and production business carries inherent risk of liability related to worker and surrounding population health and safety, including the risk of government-imposed orders to remedy unsafe conditions, potential penalties for contravention of health and safety laws, licenses, permits and other approvals, and potential civil liability. Compliance with health and safety laws (and any future changes) and the requirements of licenses, permits and other approvals remain material to the Company’s business, and will continue to remain material at all stages of the development and operation of the Project. The Company may become subject to government orders, investigations, inquiries or other proceedings (including civil claims) relating to health and safety matters. Mining, like many other extractive natural resource industries, is subject to potential risks and liabilities due to accidents that could result in serious injury or death. The impact of such accidents could affect the profitability of the operations, potentially result in fines, penalties or other prosecutions, cause an interruption to operations, lead to a loss of licenses, affect the reputation of the Company and its ability to obtain further licenses, damage community relations and reduce the perceived appeal of the Company as an employer. The occurrence of any of these events or any changes, additions to or more rigorous enforcement of health and safety laws, licenses, permits or other approvals could have a significant impact on development or operations and result in additional material expenditures. As a consequence, no assurances can be given that additional workers’ health and safety issues relating to presently known or unknown matters will not require unanticipated expenditures, or result in fines, penalties or other consequences (including changes to operations) material to its business and operations.
The Company’s mineral resource and mineral reserve estimates are estimates only and no assurance can be given that any particular level of recovery of minerals will in fact be realized or that identified mineral resources or mineral reserves will ever qualify as a commercially mineable (or viable) deposit.
The Company’s Mineral Resource and Mineral Reserve estimates are estimates only. No assurance can be given that any particular level of recovery of minerals will in fact be realized or that identified mineral resources or mineral reserves will ever be mined or processed profitably. In addition, the grade of mineralization which may ultimately be mined may differ from that indicated by drilling results and such differences could be material. By their nature, mineral resource and mineral reserve estimates are imprecise and depend, to a certain extent, on analyses of drilling results and statistical inferences that may ultimately prove to be inaccurate. These estimated mineral resources and mineral reserves should not be interpreted as assurances of certain commercial viability or of the profitability of any future operations. Investors are cautioned not to place undue reliance on these estimates.
Mineral Resources are not Mineral Reserves and have a greater degree of uncertainty as to their feasibility and prospects for economic extraction. Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability. Mineral Resources that are in the Inferred category are even more risky. An Inferred Mineral Resource is that part of a Mineral Resource for which quantity and grade or quality are estimated on the basis of limited geological evidence and sampling. Geological evidence is sufficient to imply but not verify geological and grade or quality continuity. An Inferred Mineral Resource has a lower level of confidence than that applying to any other category of Mineral Resource. It is reasonably expected that the majority of Inferred Mineral Resources could be upgraded to Indicated Mineral Resources with continued exploration. However, the estimate of Inferred Mineral Resources may be materially affected by environmental, permitting, legal, title, taxation, socio-political, marketing, or other relevant issues.
The PEA relating to the Barreiro deposit is preliminary in nature, and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized. The Company has not yet made a production decision in respect of the Barreiro deposit. The economic viability of the Mineral Resources of the Barreiro deposit has not been demonstrated. The Company expects that it will assess the results of a preliminary feasibility study and a definitive feasibility study before making a production decision in respect of the Barreiro deposit.
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The Company’s operations and the development of its projects may be adversely affected if it is unable to maintain positive community relations.
The Company’s relationships with host communities are critical to ensure the success of its existing operations and the construction and development of new operations. There is an increasing level of public concern relating to the perceived effects of mining activities on the environment and on host communities due to events that happened with other companies in the recent past. The evolving expectations related to human rights, indigenous rights, and environmental protection may result in opposition to the Company’s current and future operations or further development of the Project. Such opposition may be directed through legal or administrative proceedings or expressed in public opposition such as protests, roadblocks or other forms of expression against the Company’s activities, and may have a negative impact on the Company’s reputation and operations.
Opposition by any of the aforementioned groups to the Company’s operations may require modification of, or preclude the operation or development of, the Company’s projects or may require the Company to enter into agreements with such groups or local governments with respect to the Company’s projects, in some cases causing increased cost and considerable delays to the advancement of the Company’s projects. Further, publicity adverse to the Company, its operations or extractive industries generally could have an adverse effect on the Company and may impact relationships with the communities in which the Company operates and other stakeholders. There can be no assurance that its efforts to operate in a socially responsible manner will mitigate this potential risk.
The Project may also be impacted by relations with various community stakeholders, and the Company’s ability to develop related mining assets may still be affected by unforeseen outcomes from such community relations.
The Company is exposed to risks associated with doing business with counterparties, which may impact the Company’s operations and financial condition.
The Company is exposed to various counterparty risks including, but not limited to: (i) financial institutions that hold the Company’s cash and short-term investments; (ii) companies that are expected to have payables to the Company; (iii) third party contractors engaged for the development of the Project; (iv) the Company’s insurance providers; and (v) the Company’s lenders. The risks associated with doing business with several counterparties, including any defaults or other breaches of any agreements entered into by the Company with such counterparties, may impact the Company’s operations and financial condition.
Any limitation on the transfer of cash or other assets between the Company and the Company’s subsidiaries, or among such entities, could restrict the Company’s ability to fund its operations efficiently.
The Company conducts operations through subsidiaries, including a foreign subsidiary located in Brazil. Accordingly, any limitation on the transfer of cash or other assets between the parent corporation and such entities, or among such entities, could restrict the Company’s ability to fund its operations efficiently. Any such limitations, or the perception that such limitations may exist now or in the future, could have an adverse impact on the Company’s valuation and stock price.
The Company is subject to risks associated with its reliance on consultants and others for mineral exploration and exploitation expertise.
The Company has relied on, and is expected to continue to rely on, consultants and others for mineral exploration and exploitation expertise. If the work conducted by those consultants is ultimately found to be incorrect or inadequate in any material respect, the Company may experience delays or increased costs in developing its properties.
Risks Related to the Company’s Business and Securities
The current COVID-19 pandemic could have a material adverse effect on the Company’s business, operations, financial condition and stock price.
The Company faces risks related to pandemics and epidemics, such as the outbreak of COVID-19 that surfaced in December 2019 and has spread around the world, including Canada, the United States and Brazil, which could significantly disrupt the Company’s operations and may materially and adversely affect its business and financial condition. The full extent to which COVID-19 impacts the Company’s business, including its operations and the market for its securities, will depend on future developments that are highly uncertain and will depend on numerous evolving factors that the Company may not be able to accurately predict or assess, including, but not limited to, the duration, severity, the availability of approved vaccines and the timing for completion of vaccine distribution programs around the globe, and the continued governmental, business and individual actions taken in response to the pandemic. Moreover, the actual and threatened continue or spread of COVID-19, especially in Brazil, could materially and adversely impact the Company’s business, including without limitation on the regional economies in which the Company operates, employee health, workforce productivity, increased insurance premiums and medical costs, restrictions on travel by the Company’s personnel and by the personnel of the Company’s various service providers, quarantine, the availability of industry experts and personnel, and other factors that will depend on future developments beyond the Company’s control, all or some of which may have a material adverse effect on the Company’s business, financial condition and stock price.
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Government efforts to curtail the spread of COVID-19 may also result in temporary or long-term suspensions or shut-downs of the Company’s operations. Given the unforeseen conditions resulting from the ongoing evolution of the COVID-19 pandemic and its global impact, there can be no assurance that the Company’s future response and business continuity plans will continue to be effective in managing the pandemic and changing conditions could result in a material adverse effect on the Company's business, financial condition and/or results of operations. Travel restrictions to and from Brazil, currently implemented by governments, as well as quarantine, isolation and physical distancing requirements during this period, may have a negative impact on workforce mobility. Further, the protective measures implemented by the Company may cause higher operating costs, combined with a decrease in workforce productivity, lower production outputs and in some cases, temporary cessation of mining development, could have a material adverse effect on the Company’s business and financial conditions.
In addition, the outbreak has caused a worldwide health crisis that has adversely affected economies and financial markets resulting in a global economic downturn that has impacted lithium markets and, therefore, been negative for lithium mining companies.
If the Company is unable to ultimately generate sufficient revenues to become profitable and have positive cash flows, it could have a material adverse effect on its prospects, business, financial condition, results of operations or overall viability as an operating business.
The Company has a history of operating losses and it can be expected to generate continued operating losses and negative cash flows in the future while the Company carries out its current business plan to further develop and expand its business. The Company has made significant up-front investments in order to rapidly develop and expand its business. The Company is currently incurring expenditures related to its operations that have generated negative operating cash flows from operations. The successful development and commercialization of these operations will depend on a number of significant financial, logistical, technical, marketing, legal, regulatory, competitive, economic and other factors, the outcome of which cannot be predicted. There is no guarantee that such operations will become profitable or produce positive cash flow or that the Company will be successful in generating significant revenues in the future or at all. The Company’s inability to ultimately generate sufficient revenues to become profitable and have positive cash flows could have a material adverse effect on its prospects, business, financial condition, results of operations or overall viability as an operating business.
The Company is subject to liquidity risk and therefore may have to include a “going concern” note in its financial statements.
The Company’s ability to continue as a going concern is dependent upon the ability to ultimately generate future profitable operations and to obtain the necessary financing to meet its obligations and repay its liabilities arising from normal business operations when they come due. The Company has reported net losses and comprehensive losses for the three and nine months ended September 30, 2021 and for the year ended December 31, 2020. The Company’s business does not currently operate on a self-sustaining basis and until it is successfully able to fund its expenditures from its revenues, its ability to continue as a going concern is dependent on raising additional funds. The Company expects to continue to sustain operating losses in the future until it generates revenue from the commercial production of its mineral properties. There is no guarantee that the Company will ever be profitable.
The Company may not be able to obtain sufficient financing in the future on acceptable terms, which could have a material adverse effect on the Company’s business, results of operations and financial condition. In order to obtain additional financing, the Company may conduct additional (and possibly dilutive) equity offerings or debt issuances in the future.
There is no assurance that the Company will be able to obtain sufficient financing in the future on terms acceptable to meet the Company’s capital requirements. The ability of the Company to arrange additional financing in the future will depend, in part, on prevailing capital market conditions as well as the business performance of the Company. Failure to obtain additional financing on a timely basis may cause the Company to postpone, abandon, reduce or terminate its operations and could have a material adverse effect on the Company’s business, results of operations and financial condition. A likely source of future financing is the sale of additional Common Shares, which would mean that each existing shareholder would own a smaller percentage of the Common Shares then outstanding. In addition, the Company may issue or grant convertible securities (such as warrants or stock options) in the future pursuant to which additional Common Shares may be issued. The exercise of such securities would result in dilution of equity ownership to the Company’s existing shareholders.
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Alternatively, the Company may rely on debt financing and assume debt obligations that require it to make substantial interest and principal payments and which may be secured against the Company’s assets, including the Project. Failure to meet debt obligations as they become due may result in loss of the Project. The Company may also sell additional royalties on the Project, which would mean that the Company’s share of returns from the Project would decrease.
The Company may be unable to achieve cash flow from operating activities sufficient to permit it to pay the principal, premium, if any, and interest on the Company’s indebtedness, or maintain its debt covenants.
The Company’s ability to make scheduled payments on or refinance its debt obligations (if necessary) depends on its financial condition and operating performance, which are subject to prevailing economic and competitive conditions and to certain financial, business, legislative, regulatory and other factors beyond the Company’s control, including the market prices of lithium. The Company may be unable to achieve cash flow from operating activities sufficient to permit it to pay the principal, premium, if any, and interest on the Company’s indebtedness, or maintain its debt covenants. If the Company’s cash flows and capital resources are insufficient to fund its debt service obligations, or there is a contravention of its debt covenants, the Company could face substantial liquidity problems and could be forced to reduce or delay investments and capital expenditures or to dispose of material assets or operations, seek additional debt or equity capital or restructure or refinance its indebtedness. The Company may not be able to affect any such alternative measures, if necessary, on commercially reasonable terms or at all and, even if successful, those alternative actions may not allow it to meet its scheduled debt service obligations. The Company’s inability to generate sufficient cash flows to satisfy its debt obligations, or to refinance its indebtedness on commercially reasonable terms or at all, would materially and adversely affect its financial position and results of operations and its ability to satisfy its obligations.
The Company has not declared or paid dividends in the past and may not declare or pay dividends in the future.
The Company has not paid dividends since incorporation and presently has no ability to generate earnings as its mineral properties are in the exploration and development stage. If the Project is successfully developed, the Company anticipates that it will retain future earnings and other cash resources for the future operation and development of its business. The Company does not intend to declare or pay any cash dividends in the foreseeable future. Payment of any future dividends is solely at the discretion of the Board, which will take into account many factors, including the Company’s operating results, financial condition and anticipated cash needs. The Company may never pay dividends.
The Company will incur increased costs as a result of being a public company both in Canada listed on the TSXV and in the United States listed on the Nasdaq, and its management will be required to devote substantial further time to United States public company compliance efforts.
As a public company in the United States, the Company will incur additional legal, accounting, Nasdaq, reporting and other expenses. The additional demands associated with being a U.S. public company may disrupt regular operations of the Company’s business by diverting the attention of some of its senior management team away from revenue-producing activities to additional management and administrative oversight, adversely affecting the Company’s ability to attract and complete business opportunities and increasing the difficulty in both retaining professionals and managing and growing its business. Any of these effects could harm the Company’s business, results of operations and financial condition.
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If the Company’s efforts to comply with new United States laws, regulations and standards differ from the activities intended by regulatory or governing bodies, such regulatory bodies or third parties may initiate legal proceedings against the Company and its business may be adversely affected. As a public company in the United States, it is more expensive for the Company to obtain director and officer liability insurance, and it will be required to accept reduced coverage or incur substantially higher costs to continue its coverage. These factors could also make it more difficult for the Company to attract and retain qualified directors.
In addition to the Canadian securities laws requirements to which the Company has already been subject, U.S. Sarbanes-Oxley Act 2002, as amended (the “U.S. Sarbanes-Oxley Act”) requires that the Company maintain effective disclosure controls and procedures and internal control over financial reporting. Pursuant to Section 404 of the U.S. Sarbanes-Oxley Act (“Section 404”), the Company will be required to furnish a report by its management on its internal control over financial reporting (“ICFR”), which, if or when the Company is no longer an emerging growth company, must be accompanied by an attestation report on ICFR issued by the Company’s independent registered public accounting firm.
To achieve compliance with Section 404 within the prescribed period, the Company will document and evaluate its ICFR, which is both costly and challenging. In this regard, the Company will need to continue to dedicate internal resources, potentially engage outside consultants and adopt a detailed work plan to assess and document the adequacy of its ICFR, continue steps to improve control processes as appropriate, validate through testing that controls are functioning as documented and implement a continuous reporting and improvement process for ICFR. Despite the Company’s efforts, there is a risk that neither the Company nor its independent registered public accounting firm will be able to conclude within the prescribed timeframe that the Company’s ICFR is effective as required by Section 404. This could result in a determination that there are one or more material weaknesses in the Company’s ICFR, which could cause an adverse reaction in the financial markets due to a loss of confidence in the reliability of the Company’s consolidated financial statements. In addition, in the event that the Company is not able to demonstrate compliance with the Sarbanes-Oxley Act, that its internal control over financial reporting is perceived as inadequate, or that it is unable to produce timely or accurate financial statements, investors may lose confidence in the Company’s operating results and the price of its Common Shares may decline. In addition, if the Company is unable to continue to meet these requirements, it may not be able to remain listed on the Nasdaq.
If the Company does not maintain adequate and appropriate internal controls over financial reporting as outlined in accordance with NI 52-109 or the Rules and Regulations of the SEC, the Company will have to report a material weakness and disclose that the Company has not maintained appropriate internal controls over financial reporting.
Internal controls over financial reporting are procedures designed to provide reasonable assurance that transactions are properly authorized, recorded and reported and assets are safeguarded against unauthorized or improper use. A control system, no matter how well designed and operated, can provide only reasonable, and not absolute, assurance with respect to the reliability of financial reporting and financial statement preparation.
As a foreign private issuer, the Company is subject to different U.S. securities laws and rules than a domestic U.S. issuer, which may limit the information publicly available to its shareholders.
The Company is a “foreign private issuer” as such term is defined in Rule 405 under the U.S. Securities Act, and is permitted, under a multijurisdictional disclosure system adopted by the United States and Canada, to prepare its disclosure documents filed under the Exchange Act in accordance with Canadian disclosure requirements. Under the Exchange Act, the Company is subject to reporting obligations that, in certain respects, are less detailed and less frequent than those of U.S. domestic reporting companies. As a result, the Company will not file the same reports that a U.S. domestic issuer would file with the SEC, although it will be required to file or furnish to the SEC the continuous disclosure documents that it is required to file in Canada under Canadian securities laws. In addition, the Company’s officers, directors, and principal shareholders are exempt from the reporting and “short swing” profit recovery provisions of Section 16 of the Exchange Act. Therefore, the Company’s shareholders may not know on as timely a basis when its officers, directors and principal shareholders purchase or sell shares, as the reporting deadlines under the corresponding Canadian insider reporting requirements are longer.
As a foreign private issuer, the Company is exempt from the rules and regulations under the Exchange Act related to the furnishing and content of proxy statements. The Company is also exempt from Regulation FD, which prohibits issuers from making selective disclosures of material non-public information. While the Company expects to comply with the corresponding requirements relating to proxy statements and disclosure of material non-public information under Canadian securities laws, these requirements differ from those under the Exchange Act and Regulation FD and shareholders should not expect to receive in every case the same information at the same time as such information is provided by U.S. domestic companies.
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In addition, as a foreign private issuer, the Company has the option to follow certain Canadian corporate governance practices, except to the extent that such laws would be contrary to U.S. securities laws, and provided that the Company discloses the requirements the Company is not following and describe the Canadian practices it follows instead. As a result, the Company’s shareholders may not have the same protections afforded to shareholders of U.S. domestic companies that are subject to all U.S. corporate governance requirements. If the Company ceases to qualify as a foreign private issuer, it will be subject to the same reporting requirements and corporate governance requirements as a U.S. domestic issuer which may increase its costs of being a public company in the United States.
Failure to retain key officers, consultants and employees or to attract, and, if attracted, retain additional key individuals with necessary skills could have a materially adverse impact upon the Company’s success.
The success of the Company will be largely dependent upon the performance of its key officers, consultants and employees. Failure to retain key individuals or to attract, and, if attracted, retain additional key individuals with necessary skills could have a materially adverse impact upon the Company’s success. The Company has not purchased any “key-man” insurance with respect to any of its directors, officers or key employees and has no current plans to do so.
The Company is subject to currency fluctuation risks.
Business is transacted by the Company primarily in Brazilian, U.S. and Canadian currencies. The majority of the Project’s operating costs are denominated in the Brazilian currency. Certain costs associated with imported equipment and international supplies and consultants and sales prices for product are denominated in U.S. dollars. Fluctuations in exchange rates may have a significant effect on the cash flows of the Company. Future changes in exchange rates could materially affect the Company’s results in either a positive or negative direction. The Company has not hedged its exposure to any exchange rate fluctuations applicable to its business and is therefore exposed to currency fluctuation risks.
Currently, the Brazilian Real is permitted to float against the US Dollar and allows the purchase and sale of foreign currency and the international transfer of Reais There can be no assurance that the Brazilian Central Bank or the Brazilian government will continue to permit the Real to float freely and not intervene in the exchange rate market through the return of a currency band system or otherwise.
From time to time, the Company may become involved in litigation, which may have a material adverse effect on its business, financial condition, and prospects.
Due to the nature of the Company’s business and status as a publicly traded entity, it may be subject to a variety of regulatory investigations, claims, lawsuits and other proceedings in the ordinary course of its business. The results of these legal proceedings cannot be predicted with certainty due to the uncertainty inherent in litigation, including the effects of discovery of new evidence or advancement of new legal theories, the difficulty of predicting decisions of judges and juries and the possibility that decisions may be reversed on appeal. Defense and settlement costs of legal claims can be substantial, even with respect to claims that have no merit.
Litigation may be costly and time-consuming and can divert the attention of management and key personnel from business operations. If the Company is unsuccessful in its defense of claims or unable to settle claims in a manner satisfactory to it, it may be faced with significant monetary damages or injunctive relief against it that could have a material adverse effect on its business and financial condition. To the extent the Company is involved in any active litigation, the outcome of such matters may not be currently determinable nor is it possible to accurately predict the outcome or quantum of any such proceedings at this time.
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Certain directors and officers of the Company are, or may become, associated with other natural resource companies which may give rise to conflicts of interest.
Certain directors and officers of the Company are, or may become, associated with other natural resource companies which may give rise to conflicts of interest. In accordance with the Canada Business Corporations Act, directors who have a material interest in any person who is a party to a material contract, or a proposed material contract, with the Company are required, subject to certain exceptions, to disclose that interest and generally abstain from voting on any resolution to approve the contract.
The market price for the Company’s shares may be volatile and subject to wide fluctuations in response to numerous factors beyond its control and the Company may be subject to securities litigation as a result.
The market price of publicly traded shares, especially of a resource issuer such as the Company, is affected by many variables outside of the Company’s control and are not necessarily related to exploration or operational successes or failures of the Company. Factors such as general market conditions for resource issuers, the strength of the economy generally, the availability and attractiveness of alternative investments, and analysts’ recommendations may all contribute to volatility in the price of the Company’s shares, which are not necessarily related to the operating performance, underlying asset values or prospects of the Company. Investors could suffer significant losses if the Common Shares are depressed or illiquid when an investor seeks liquidity. Securities class action litigation has often been brought against companies following periods of volatility in the market price of their securities. The Company may be the target of similar litigation in the future. Securities litigation could result in substantial costs and damages and divert management's attention and resources.
If securities or industry analysts do not publish research or reports about the Company’s business, or if they downgrade the Common Shares, the price of the Common Shares could decline.
The trading market for the Company’s Common Shares depends, in part, on the research and reports that securities or industry analysts publish about the Company or its business. The Company does not have any control over these analysts. If one or more of the analysts who cover the Company downgrade its stock or publish inaccurate or unfavorable research about its business, the price of the Company’s Common Shares would likely decline. In addition, if the Company’s results of operations fail to meet the forecast of analysts, the price of its Common Shares would likely decline. If one or more of these analysts cease coverage of the Company or fail to publish reports on the Company regularly, demand for Common Shares could decrease, which might cause the price and trading volume of Common Shares to decline.
The Company will have broad discretion over the use of the net proceeds from offerings of securities.
While information regarding the use of proceeds from the sale of Common Shares or other securities will be described in the applicable prospectus supplement, the Company will have broad discretion over the use of the net proceeds from offerings of its securities. Because of the number and variability of factors that will determine the use of such proceeds, the Company’s ultimate use might vary substantially from its planned use. Purchasers may not agree with how the Company allocates or spends the proceeds from an offering of its securities. The Company may pursue acquisitions, collaborations or other opportunities that do not result in an increase in the market value of the Common Shares, including the market value of the Common Shares, and that may increase losses.
There is no guarantee that the Common Shares will earn any positive return in the short term or long term.
A holding of Common Shares is speculative and involves a high degree of risk and should be undertaken only by holders whose financial resources are sufficient to enable them to assume such risks and who have no need for immediate liquidity in their investment. A holding of Common Shares is appropriate only for holders who have the capacity to absorb a loss of some or all of their holdings.
The Company has a major shareholder which owns 55.5% of the outstanding Common Shares and, as such, for as long as such shareholder directly or indirectly maintains a significant interest in the Company, it may be in a position to affect the Company’s governance, operations and the market price of the Common Shares.
To the Company’s knowledge, as of the date hereof, A10 FIA holds approximately 55.5% of the outstanding Common Shares. For as long as it directly or indirectly maintains a significant interest in the Company, A10 FIA may be in a position to affect the Company’s governance and operations. As a result of its shareholdings, A10 FIA has the ability, among other things, to approve significant corporate transactions and delay or prevent a change of control of the Company that could otherwise be beneficial to minority shareholders. A10 FIA generally will have the ability to control the outcome of any matter submitted for the vote or consent of the Company’s shareholders. In some cases, the interests of A10 FIA may not be the same as those of the other minority shareholders, and conflicts of interest may arise from time to time that may be resolved in a manner detrimental to the Company or minority shareholders. The effect of this influence may be to limit the price that investors are willing to pay for Common Shares.
2020 ANNUAL INFORMATION FORM | 76 |
In addition, the potential that A10 FIA may sell Common Shares in the public market, as well as any actual sales of Common Shares in the public market, could adversely affect the market price of the Common Shares.
As the Company is a Canadian corporation but most of its directors and officers are not citizens or residents of Canada or the U.S., it may be difficult or impossible for an investor to enforce judgements against the Company and its directors and officers outside of Canada and the U.S. which may have been obtained in Canadian or U.S. courts or initiate court action outside Canada or the U.S. against the Company and its directors and officers in respect of an alleged breach of securities laws or otherwise. Similarly, it may be difficult for U.S. shareholders to effect service on the Company to realize on judgments obtained in the United States.
The Company is incorporated under the laws of Canada and headquartered in British Columbia, Canada, but a majority of its directors and officers are not citizens or residents of Canada. In addition, a substantial part of the Company’s assets is located outside Canada. As a result, it may be difficult or impossible for an investor to (i) enforce judgments against the Company and its directors and officers outside of Canada which may have been obtained in Canadian courts or (ii) initiate court action outside Canada against the Company and its directors and officers in respect of an alleged breach of securities laws or otherwise.
The majority of the Company’s assets and all or a substantial portion of the assets of its directors and officers may be located outside the United States. Consequently, it may be difficult for investors who reside in the United States to effect service of process in the United States upon the Company or upon such persons who are not residents of the United States, or to realize upon judgments of courts of the United States predicated upon the civil liability provisions of the U.S. federal securities laws. A judgment of a U.S. court predicated solely upon such civil liabilities may be enforceable in Canada by a Canadian court if the U.S. court in which the judgment was obtained had jurisdiction, as determined by the Canadian court, in the matter. Investors should not assume that Canadian courts: (i) would enforce judgments of U.S. courts obtained in actions against the Company or such persons predicated upon the civil liability provisions of the U.S. federal securities laws or the securities or blue sky laws of any state within the United States, or (ii) would enforce, in original actions, liabilities against the Company or such persons predicated upon the U.S. federal securities laws or any such state securities or blue sky laws.
In addition, in the event of a dispute involving the foreign operations of the Company, the Company may be subject to the exclusive jurisdiction of foreign courts. The Company's ability to enforce its rights in Canada or locally of judgments from foreign courts could have an adverse effect on its future cash flows, earnings, results of operations and financial condition.
The Company is governed by the corporate and securities laws of the Province of British Columbia and gof Canada, which in some cases have a different effect on shareholders than the U.S. corporate laws and U.S. securities laws.
The Company is governed by the Canada Business Corporations Act and other relevant laws, which may affect the rights of shareholders differently than those of a company governed by the laws of a U.S. jurisdiction, and may, together with the Company’s constating documents, have the effect of delaying, deferring or discouraging another party from acquiring control of the Company by means of a tender offer, a proxy contest or otherwise, or may affect the price an acquiring party would be willing to offer in such an instance. For example, the material differences between the CBCA and the Delaware General Corporation Law (the “DGCL”), the applicable statutory regime for many U.S. companies, that may have the greatest such effect include, but are not limited to, the following: (i) for material corporate transactions (such as mergers and amalgamations, other extraordinary corporate transactions or amendments to the Company’s articles) the CBCA generally requires a two-thirds majority vote by shareholders, whereas the DGCL generally requires only a majority vote; and (ii) under the CBCA, holders of 5% or more of the Company’s shares that carry the right to vote at a meeting of shareholders can requisition a special meeting of shareholders, whereas such right does not exist under the DGCL.
2020 ANNUAL INFORMATION FORM | 77 |
The Company is subject to risks associated with its information technology systems and cyber-security.
Threats to information technology systems associated with cyber-security risks and cyber incidents or attacks continue to grow. It is possible that the business, financial and other systems of the Company or other companies with which it does business could be compromised, which might not be noticed for some period of time. Risks associated with these threats include, among other things, loss of intellectual property, disruption of business operations and safety procedures, loss or damage to worksite data delivery systems, and increased costs to prevent, respond to or mitigate cyber-security events.
The Company may be a Passive Foreign Investment Company, which may result in adverse U.S. federal income tax consequences for U.S. holders of Common Shares.
Generally, if for any taxable year 75% or more of the Company’s gross income is passive income, or at least 50% of the average quarterly value of the Company’s assets are held for the production of, or produce, passive income, the Company would be characterized as a passive foreign investment company (“PFIC”) for U.S. federal income tax purposes. Based on the current profile of the Company’s gross income, gross assets, the nature of its business, and its anticipated market capitalization, the Company believes that it was likely a PFIC for the 2020 taxable year. While it has not made a determination of expected PFIC status for the current taxable year, there is a risk that it may be a PFIC in the current taxable year and in the foreseeable future. Because PFIC status is determined on an annual basis and generally cannot be determined until the end of the taxable year, there can be no assurance that the Company will not be a PFIC for the current or future taxable years. If the Company is characterized as a PFIC, the Company’s shareholders who are U.S. holders may suffer adverse tax consequences, including the treatment of gains realized on the sale of the Common Shares as ordinary income, rather than as capital gain.
DESCRIPTION OF CAPITAL STRUCTURE
Common Shares
The Company is authorized to issue an unlimited number of Common Shares without par value of which, as of the date of this AIF, 87,368,212 Common Shares are issued and outstanding. All rights and restrictions in respect of the Common Shares are set out in the Company’s articles and the CBCA and its regulations. The Common Shares have no pre-emptive, redemption, purchase or conversion rights. Neither the CBCA nor the constating documents of the Company impose restrictions on the transfer of Common Shares on the register of the Company, provided that the Company receives the certificate(s) representing the Common Shares to be transferred together with a duly endorsed instrument of transfer and payment of any fees and taxes which may be prescribed by the Board from time to time. There are no sinking fund provisions in relation to the Common Shares and they are not liable to further calls or assessment by the Company. The CBCA and the Company’s articles provides that the rights and restrictions attached to any class of shares may not be modified, amended or varied unless consented to by special resolution passed by not less than two-thirds of the votes cast in person or by proxy by holders of shares of that class.
The Common Shares entitle the holders to: (i) notice of and to attend any meetings of shareholders and one vote per Common Share at any meeting of shareholders; (ii) dividends, if as and when declared by the Board; and (iii) upon liquidation, dissolution or winding up of the Company, on a pro rata basis, the net assets of the Company after payment of debts and other liabilities.
DIVIDENDS AND DISTRIBUTIONS
The Company has no fixed dividend policy and the Company has not declared any dividends on its Common Shares since its incorporation. The Company anticipates that all available funds will be used to undertake exploration and development programs on its mineral properties as well as for the acquisition of additional mineral properties. The payment of dividends in the future will depend, among other things, upon the Company’s earnings, capital requirements and operating and financial condition. Generally, dividends can only be paid if a corporation has retained earnings. There can be no assurance that the Company will generate sufficient earnings to allow it to pay dividends.
2020 ANNUAL INFORMATION FORM | 78 |
MARKET FOR SECURITIES
Market
The Common Shares are traded on the TSXV and the Nasdaq under the symbol “SGML”. On November 30, 2021, the closing price of the Common Shares on the TSXV was Cdn$12.07 and on the Nasdaq was US$9.35.
Trading Price and Volume
The table below sets forth the high and low market prices and the volume of the Common Shares traded on the TSXV during the financial year ended December 31, 2020. The Common Shares did not trade on the Nasdaq during the financial year ended December 31, 2020.
| Month (2020) | High (Cdn$) | Low (Cdn$) | Volume |
| January | 1.960 | 1.800 | 11,837 |
| February | 2.010 | 1.700 | 216,179 |
| March | 2.080 | 1.400 | 76,280 |
| April | 1.890 | 1.600 | 169,620 |
| May | 1.890 | 1.600 | 7,350 |
| June | 1.850 | 1.300 | 111,267 |
| July | 3.000 | 1.600 | 155,812 |
| August | 2.700 | 2.150 | 91,601 |
| September | 2.600 | 2.050 | 124,652 |
| October | 2.900 | 2.490 | 163,885 |
| November | 2.950 | 2.400 | 166,122 |
| December | 3.020 | 2.400 | 1,629,926 |
2020 ANNUAL INFORMATION FORM | 79 |
PRIOR SALES
The Company did not issue any unlisted securities during the financial year ended December 31, 2020.
DIRECTORS AND OFFICERS
Name and Occupation
The name, province or state of residence, position with and principal occupation within the five preceding years for each of the directors and executive officers of the Company as at the date hereof are set out in the following table:
Calvyn
Gardner 58 years
Director Since:
|
Position(s) Held at the Company |
| Co-Chair, Co-Chief Executive Officer and also a member of the Technical Committee of the Board. | |
| Principal Occupation for the Past Five Years | |
| Chief Executive Officer of the Company since May 1, 2018; Chief Executive Officer of Sigma Holdings since June 2017 | |
| Biography | |
| For nearly 20 years, Mr. Gardner has held executive positions at global and junior mining companies such as Anglo American Group and Trans Hex Group. Mr. Gardner also was a co-founder and managing partner of Hardac Investments, a private equity firm focused on investing in junior mining companies in Africa. Hardac’s major co-investors included Lazare Kaplan International in New York (one of DeBeers’ largest customers in the US) and Mvelaphanda Holdings (South Africa’s largest Black Economic Empowerment Group) in Johannesburg. Mr. Gardner’s extensive global career also includes positions such as General Manager of Operations at Highveld Steel and CEO at Trans Hex Group. Mr. Gardner has an MBA from the University of South Africa as well as a Bachelor of Science Degree in Electrical Engineering from the University of the Witwatersrand. | |
| Common Shares Held | |
| Nil (1) | |
| RSUs Granted(2) | |
| 3,000,000 |
Ana
Cristina Cabral-Gardner
Director Since:
|
Position(s) Held at the Company |
| Co-Chair, Co-Chief Executive Officer, and Chair of the ESG Committee, and also a member of the Finance and Corporate Governance, Nomination and Compensation Committees of the Board. | |
| Principal Occupation for the Past Five Years | |
| Managing Partner at A10 Investimentos | |
| Biography | |
| Mrs. Cabral-Gardner has over 20 years of experience as a senior banker at global investment banks in New York, London and São Paulo. Mrs. Cabral-Gardner is a former Head of Lat. Am. Capital Markets at Goldman Sachs in New York and a former Managing Director at the firm. Mrs. Cabral-Gardner has been involved in a large number of transactions over her career, totaling more than US$100 billion, five of which won the prestigious IFR “Deal of the Year” award, including the privatization of Vale in 1996 and the acquisition of Inco by Vale in 2006. Mrs. Cabral-Gardner has an MBA degree from Columbia Business School and a Master in Finance degree from London Business School. Mrs. Cabral-Gardner serves on the Advisory Board of Columbia University Global Centers and is a board member of The American School of São Paulo. | |
| Common Shares Held | |
| Nil (1) | |
| RSUs Granted(2) | |
| 3,000,000 |
Note:
(1) Mr. Gardner and Ms. Cabral are quota holders in A10 FIA. A10 Investimentos Ltda., which is the portfolio manager of A10 FIA, has the sole and independent voting decision regarding the holdings of the A10 FIA.
(2) Out of the total 3,000,000 RSUs granted to each co-CEO, 2,500,000 RSUs will vest in four tranches upon the achievement of specified market capitalization targets as follows:
| Tranche | No.RSUs | Marketing Condition Vesting Milestone |
| I | 1,000,000 | Increase of market cap to C$ 1.3 billion |
| II | 1,000,000 | Increase of market cap to C$ 1.55 billion |
| III | 1,000,000 | Increase of market cap to C$ 1.8 billion |
| IV | 1,000,000 | Increase of market cap to C$ 2 billion |
| 5,000,000 |
The remaining aggregate 1,000,000 RSUs granted (500,000 RSUs per Co-CEO) will vest upon successful execution of a plan to achieve a net zero carbon target.
2020 ANNUAL INFORMATION FORM | 80 |
Gary
Litwack
Director Since:
|
Position(s) Held at the Company |
| Director (Lead Independent Director) and also the chairman of the Audit Committee of the Board. | |
| Principal Occupation for the Past Five Years | |
| Counsel at McCarthy Tétrault LLP. | |
| Biography | |
| Gary Litwack has over 30 years of experience advising public and private companies on financing, mergers & acquisitions, governance and commercial matters, with a focus on the mining industry. Mr. Litwack is a Canadian lawyer, Counsel at McCarthy Tétrault LLP in Toronto, Canada. Mr. Litwack received his LL.B. from the University of Ottawa, his LL.M. (International Business Transactions) from Osgoode Hall Law School in 1992, and was called to the Ontario bar in 1990. Mr. Litwack is a member of the Canadian Bar Association and the Law Society of Ontario. Mr. Litwack has been an Adjunct Professor of Advanced Securities Law at Osgoode Hall Law School. | |
| Common Shares Held | |
| 50,000 | |
| RSUs Granted | |
| 400,000 |
Frederico
Marques
Director Since:
|
Position(s) Held at the Company |
| Director, Chair of the Corporate Governance, Nomination and Compensation Committee and also a member of the Audit and Finance Committees of the Board. | |
| Principal Occupation for the Past Five Years | |
| Founder and Director of 4B Mining Corp; Head Canada’s Office of Cescon, Barrieu, Flesch e Barreto Advogados; Partner at S4G – Strategy for Growth since September 2020; prior thereto, Partner and foreign legal consultant at McCarthy Tétrault LLP from February 2014 until August 2020. | |
| Biography | |
| Frederico Marques has over 25 years of experience in structuring and implementing international transactions, including going public transactions, international joint ventures and strategic alliances, public and private M&A transactions, debt and equity capital raisings. Throughout his career, Frederico was involved in over US$30 Billion in M&A, financings, joint ventures and other sophisticated transactions. Frederico is a Founding Partner of 4B Mining Corp. and S4G - Strategy for Growth and a Director and former Chairman of the BOD of the Brazil-Canada Chamber. Frederico combines 15 years of professional experience in Brazil, working for some of the leading and largest Brazilian companies, with 14+ years of experience working in Canada, including as a Partner of two of the largest Canadian law firms, leading their Latin America practice. Frederico is a lawyer with LLM and PhD degrees in International Law and Head Canada’s Office of Cescon, Barrieu, Flesch e Barreto Advogados. | |
| Common Shares Held | |
| 60,000 | |
| RSUs Granted | |
| 406,500 |
Marcelo
Paiva
48 years
Director Since:
|
Position(s) Held at the Company |
| Director, Chair of the Finance Committee, and also member of the Audit, ESG and the Corporate Governance, Nomination and Compensation Committees of the Board. | |
| Principal Occupation for the Past Five Years | |
| Managing Partner at A10 Investimentos. | |
| Biography | |
| Mr. Paiva is the Managing Partner and Co-Founder of A10 Investimentos. He is the portfolio manager of A10 FIA, the Company’s largest shareholder. Mr. Paiva has over 20 years of experience in asset management and investment banking in New York, London and São Paulo. Prior to A10 Investimentos, Mr. Paiva was a Portfolio Manager at the Mittal Family Office in São Paulo. Previously, he was a Vice-President at the U.K. asset manager Millennium Global in London, which, at the time, had over US$15 billion in assets under management and was one of the largest hedge funds in Europe. Mr. Paiva also held investment banking positions at Credit Suisse in London and UBS in New York. He has a Master in Business Administration from INSEAD in France and is a CFA Charterholder. | |
| Common Shares Held | |
| 406,550 | |
| RSUs Granted | |
| 670,500 |
2020 ANNUAL INFORMATION FORM | 81 |
Felipe
Peres
Officer Since: September 2021
|
Position(s) Held at the Company |
| Chief Financial Officer | |
| Principal Occupation for the Past Five Years | |
| Internal Controls & Accounting at Sigma Lithium Corporation; prior to thereto, Budgeting & Accounting Manager at Vale | |
| Biography | |
| Mr. Peres has over twenty-four years of experience working in corporate positions and large multinational companies in the oil, steel, and mining sectors, in a global environment in Brazil and Switzerland. Mr. Peres is a former leader of consolidation and reporting at Vale, where he worked for fourteen years and participated in the IFRS adoption of this company. Prior to Vale, Mr. Peres worked for Shell and CSN being in both companies in USGAAP reporting key positions. His main areas of expertise are USA and International accounting, finance performance management, internal controls, process design, and systems design and implementation. Mr. Peres graduated in accounting with honors from Universidade Federal do Rio de Janeiro and has specializations in merger and acquisitions from Chicago Booth University and analytics for business from IMD – Switzerland. Mr. Peres serves as an advisor to the board of the Brazil-Switzerland Chamber of Commerce. | |
| Common Shares Held | |
| Nil |
Each director’s term of office expires at the next annual general meeting of the Company.
Shareholdings of Directors and Officers
As of the date of this AIF, the directors and executive officers of the Company, as a group, beneficially owned, directly or indirectly, or exercised control or direction over an aggregate of 49,309,659 Common Shares, representing approximately 56.4% of the issued and outstanding Common Shares (on a non-diluted basis).
Cease Trade Orders, Bankruptcies, Penalties or Sanctions
No director or executive officer of the Company is, as at the date of this AIF, or was, within ten years before the date of this AIF, a director, chief executive officer or chief financial officer of any company (including the Company), that (a) was subject to a cease trade or similar order or an order that denied the relevant company access to any exemption under the securities legislation, for a period of more than 30 consecutive days, or (b) was subject to an order that was issued after the director or executive officer ceased to be a director, chief executive officer or chief financial officer and which resulted from an event that occurred while that person was acting in the capacity as director, chief executive officer or chief financial officer.
No director or executive officer of the Company, or a shareholder holding a sufficient number of securities of the Company to affect materially the control of the Company (a) is, as at the date of this AIF, or has been within the 10 years before the date of this AIF, a director or executive officer of any company (including the Company) that, while that person was acting in that capacity, or within a year of that person ceasing to act in that capacity, became bankrupt, made a proposal under any legislation relating to bankruptcy or insolvency or was subject to or instituted any proceedings, arrangement or compromise with creditors or had a receiver, receiver manager or trustee appointed to hold its assets, or (b) has, within the 10 years before the date of this AIF, become bankrupt, made a proposal under any legislation relating to bankruptcy or insolvency, or become subject to or instituted any proceedings, arrangement or compromise with creditors, or had a receiver, receiver manager or trustee appointed to hold the assets of the director, executive officer or shareholder.
2020 ANNUAL INFORMATION FORM | 82 |
No director, or executive officer of the Company, or a shareholder holding a sufficient number of securities of the Company to affect materially the control of the Company, has been subject to (a) any penalties or sanctions imposed by a court relating to securities legislation or by a securities regulatory authority or has entered into a settlement agreement with a securities regulatory authority; or (b) any other penalties or sanctions imposed by a court or regulatory body that would likely be considered important to a reasonable investor in making an investment decision.
Committees of the Board
| Audit Committee | Gary Litwack, Chair
Frederico Marques
Marcelo Paiva
|
| Corporate Governance, Nomination and Compensation Committee | Frederico Marques, Chair
Marcelo Paiva
Ana Cristina Cabral-Gardner
|
| Technical Committee | Vicente Lobo, Co-Chair
Wes Roberts, Co-Chair
Calvyn Gardner
|
| Finance Committee | Marcelo Paiva, Chair
Ana Cristina Cabral-Gardner
Frederico Marques
|
| ESG Committee | Ana Cristina Cabral-Gardner, Chair
Marcelo Paiva
Maria José Gazzi Salum, Senior Advisor
|
Information concerning the Audit Committee is provided under “Audit Committee Information” below.
Conflicts of Interest
To the best of the Company’s knowledge, except as otherwise noted in the Company’s public disclosure documents, there are no existing or potential conflicts of interest among the Company, its directors, officers, or other members of management of the Company except that certain of the directors, officers and other members of management serve as directors, officers and members of management of other public companies and therefore it is possible that a conflict may arise between their duties as a director, officer or member of management of such other companies and their duties as a director, officer or member of management of the Company.
The directors and officers of the Company are aware of the existence of laws governing accountability of directors and officers for corporate opportunity and requiring disclosure by directors of conflicts of interest. The Company relies upon its directors and officers to disclose any such conflicts or other aspects of accountability in accordance with the CBCA.
2020 ANNUAL INFORMATION FORM | 83 |
The Company has adopted a Code of Business Conduct and Ethics that applies to all directors, officers, employees and consultants of the Company and its subsidiaries. A copy of the Company’s Code of Business Conduct and Ethics may be found on SEDAR at www.sedar.com.
AUDIT COMMITTEE INFORMATION
Audit Committee Charter
The Company must, pursuant to NI 52-110, have a written charter which sets out the duties and responsibilities of its Audit Committee. The terms of reference of the Audit Committee are substantially reproduced at Schedule “A” hereto.
Composition of the Audit Committee
As of the date hereof, the Audit Committee is comprised of:
| Name of Director | Independent (Yes/No) |
| Gary Litwack | YES |
| Frederico Marques | YES |
| Marcelo Freire de Paiva | NO |
Notes:
(1) Pursuant to Section 6.1.1. of NI 52-110, independence for the purposes of the Audit Committee means the director is not an executive officer, employee or control person of the Company or an affiliate of the Company.
Relevant Education and Experience
Collectively, the Audit Committee has the education and experience to fulfill the responsibilities outlined in the Audit Committee Charter.
Mr. Litwack has more than 25 years of experience advising boards and management of public companies on their financial and other reporting obligations, and has worked extensively in reviewing and assisting in the preparation of MD&A and other financial reporting. He has extensive experience with both commercial industry and capital markets arrangements entered into by resource companies.
Mr. Marques has more than 25 years of experience on global transactions, particularly in the natural resources, renewable energy, agribusiness, and construction sectors. He has previously worked as an in-house counsel for some of the leading and largest Brazilian public companies and was a former member of the executive committee and co-head of the mining committee of the Brazil-Canada Chamber of Commerce.
Mr. Paiva has more than 20 years of experience in asset management and investment banking at leading global institutions. His education includes an MBA and a Masters in International Securities, Investment and Banking, and he is a CFA Charterholder.
Each member of the Audit Committee has:
| (a) | an understanding of the accounting principles used by the Company to prepare its financial statements |
| (b) | the ability to assess the general application of those principles in connection with the estimates, accruals and reserves |
| (c) | experience in preparing, auditing, analyzing or evaluating financial statements that present a breadth and level of complexity of accounting issues that are generally comparable to the breadth and complexity of issues that can reasonably be expected to be raised by the issuer’s financial statements, or experience actively supervising individuals engaged in such activities |
| (d) | an understanding of internal controls and procedures for financial reporting |
2020 ANNUAL INFORMATION FORM | 84 |
Audit Committee Oversight
Since the commencement of the Company’s most recently completed financial year, the Audit Committee has not made any recommendations to nominate or compensate an external auditor which were not adopted by the Board.
Reliance on Certain Exemptions
At no time since the commencement of the Company’s most recently completed financial year has it relied on an exemption from NI 52-110, in whole or in part, granted under Part 8 of NI 52 110 (securities regulatory authority exemption).
The Company is relying on the exemption in Section 6.1 of NI 52-110 from the requirements of Part 3 (Composition of the Audit Committee) although in any event a majority of the members of the Audit Committee are independent.
Pre-Approval Policies and Procedures
The Audit Committee is authorized by the Board to review the performance of the Company’s external auditors, and approve in advance the provision of services other than audit services and to consider the independence of the external auditors, including reviewing the range of services provided in the context of all consulting services bought by the Company. The Audit Committee is authorized to approve any non-audit services or additional work, which the Chairman of the Audit Committee deems as necessary.
Audit Fees
The fees for auditor services billed by the Company’s external auditors for the last two fiscal years are as follows:
| Financial Year(1) (2) | Audit Fees | Audit-related Fees | Tax Fees | All Other Fees | ||||||||||||
| 2019 | $ | 189,754 | $ | - | $ | 15,000 | $ | - | ||||||||
| 2020 | $ | 199,070 | $ | - | $ | 16,240 | $ | - | ||||||||
LEGAL PROCEEDINGS AND REGULATORY ACTIONS
The Company is not a party to, nor are any of the Company’s properties subject to, any pending legal proceedings or regulatory actions the outcome of which would have a material adverse effect on the Company. Management of the Company is not aware of any material legal proceedings or regulatory actions in which the Company may be a party which are contemplated by governmental authorities or otherwise.
INTEREST OF MANAGEMENT AND OTHERS IN MATERIAL TRANSACTIONS
Other than as disclosed in documents filed by the Company on SEDAR, management of the Company is not aware of any material interest, direct or indirect, of any insider of the Company, or any associate or affiliate of any such person, in any transaction within the Company’s three most recently completed financial years, or during the current financial year that has materially affected or is reasonably expected to materially affect the Company.
TRANSFER AGENT AND REGISTRAR
The Company’s registrar and transfer agent of the Common Shares is Computershare Investor Services Inc. located at its principal offices in Toronto, Ontario.
MATERIAL CONTRACTS
Other than contracts entered into in the ordinary course of business, and except as noted below (the material terms of which are further described herein), the Company has not entered into any material contracts within the most recently completed financial year or previous to the most recently completed financial year, that are still in effect.
2020 ANNUAL INFORMATION FORM | 85 |
| 1. | Amilcar Royalty Agreement dated December 11, 2017 |
| 2. | Share Exchange Agreement dated December 22, 2017 |
| 3. | Amended and Restated Royalty dated February 11, 2019 |
INTERESTS OF EXPERTS
As at the date of this AIF, each of the FS Qualified Persons holds less than one percent of the Company’s outstanding securities of the Company or of any of the Company’s associates or affiliates.
The Company’s auditors are KPMG LLP, Chartered Professional Accountants, who have prepared an independent auditor’s report dated May 3, 2021 in respect of the Company’s consolidated financial statements as at December 31, 2020. KPMG LLP has advised that they are independent with respect to the Company within the meaning of the Chartered Professional Accountants of Ontario Code of Professional Conduct.
ADDITIONAL INFORMATION
Additional information including corporate governance policies of the Company, directors’ and officers’ remuneration and indebtedness, principal holders of the Company’s securities and options to purchase Common Shares, and securities authorized for issuance under equity compensation plans is contained in the management proxy circular dated May 28th, 2021 for the annual and special meeting of the Company held on June 29th, 2021, which is available on SEDAR. Additional financial information is contained in the Company’s comparative financial statements and MD&A and the Company’s most recently filed financial statements and MD&A for a subsequent interim period, as at and for the years ended December 31, 2020 and 2019, which are available on SEDAR.
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SCHEDULE
“A”
8 September 2021 |
|
1. | THE BOARD OF DIRECTORS’ MANDATE FOR THE AUDIT COMMITTEE |
The Board of Directors (the “Board”) has responsibility for the stewardship of Sigma Lithium Corporation (together with its subsidiaries, as applicable, the “Corporation”). To discharge that responsibility, the Board is obligated by the Canada Business Corporations Act to supervise the management of the business and affairs of the Corporation. The Board’s supervisory function involves Board oversight or monitoring of all significant aspects of the management of the Corporation’s business and affairs.
Public financial reporting and disclosure by the Corporation are fundamental to the Corporation’s business and affairs. The objective of the Board’s monitoring of the Corporation’s financial reporting and disclosure is to gain reasonable assurance of the following:
| (a) | that the Corporation complies with all applicable laws, regulations, rules, policies and other requirement of governments, regulatory agencies and stock exchanges, if applicable, relating to financial reporting and disclosure; |
| (b) | that the accounting principles, significant judgements and disclosures which underlie or are incorporated in the Corporation’s financial statements are appropriate in the prevailing circumstances; |
| (c) | that the Corporation’s quarterly and annual financial statements are accurate within a reasonable level of materiality and present fairly the Corporation’s financial position and performance in accordance with generally accepted accounting principles; and |
| (d) | that appropriate information concerning the financial position and performance of the Corporation is disseminated to the public, to the extent required by applicable securities laws, in a timely manner in accordance with corporate and securities law and with stock exchange regulations, if applicable. |
The Board is of the view that monitoring of the Corporation’s financial reporting and disclosure policies and procedures cannot be reliably met unless the following activities (the “Fundamental Activities”) are, in all material respects, conducted effectively:
| (a) | the Corporation’s accounting functions are performed in accordance with a system of internal financial controls designed to capture and record properly and accurately all of the Corporation’s financial transactions and consistent with internal financial controls implemented by companies of similar size and peer group as the Corporation; |
| (b) | the internal financial controls are regularly assessed for effectiveness and efficiency consistent with assessments performed by company’s of similar size and peer group as the Corporation; |
| (c) | the Corporation’s quarterly and annual financial statements are properly prepared by management to comply with International Financial Reporting Standards (“IFRS”); and |
| (d) | the Corporation’s annual financial statements (and, if determined necessary by the Board, its quarterly financial statements) are reported on by an external auditor appointed by the shareholders of the Corporation. |
To assist the Board in its monitoring of the Corporation’s financial reporting and disclosure, and to conform to applicable corporate and securities law, the Board has established the Audit Committee (the “Committee”) of the Board.
The role of the Committee is to assist the Board in its oversight of the integrity of the financial and related information of the Corporation, including its consolidated financial statements, the internal controls and procedures for financial reporting and the processes for monitoring compliance with legal and regulatory requirements and to review the independence, qualifications and performance of the external auditor of the Corporation. Management is responsible for establishing and maintaining those controls, procedures and processes and the Committee is appointed by the Board to review and monitor them.
| 2. | COMPOSITION OF COMMITTEE |
The Committee shall be appointed annually by the Board and consist of at least three members from among the directors of the Corporation, at least a majority of whom (or, if required by applicable law or stock exchange rules, each of whom) shall be an independent director, subject to applicable grace periods provided by The Nasdaq Stock Market, and must not have participated in the preparation of the financial statements of the Corporation or any current subsidiary of the Corporation at any time during the past three years. Officers of the Corporation who are also directors may not serve as members of the Committee. In accordance with National Instrument 58-101, a director is considered “independent” to the Corporation if he or she has no direct or indirect “material relationship” with the Corporation or any of its subsidiaries which could, in the view of the Board, reasonably interfere with the exercise of his or her independent judgment. Notwithstanding the foregoing, a director will be deemed to have a “material relationship” with the Corporation (and therefore be considered as not independent) if he or she falls in one of the categories listed in Schedule “A” attached hereto. All members of the Committee must also be “financially literate” (meaning that he or she has the ability to read and understand a set of financial statements that present a breadth and level of complexity of accounting issues that are generally comparable to the breadth and complexity of the issues that can reasonably be expected and be raised by the Corporation’s financial statements).
The Board shall designate a chairperson of the Committee (the “Chair”).
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In the event of a vacancy arising in the Committee or a loss of independence of any member (if previously independent and as a result the composition of the Committee no longer meets applicable independence requirements), the Committee will fill the vacancy within six months or by the following annual shareholders’ meeting if sooner.
| 3. | RELIANCE ON EXPERTS |
In contributing to the Committee’s discharging of its duties under this Charter, each member of the Committee shall be entitled to rely in good faith upon:
| (a) | financial statements of the Corporation represented to him by an officer of the Corporation or in a written report of the external auditors to present fairly the financial position of the Corporation in accordance with generally accepted accounting principles; and |
| (b) | any report of a lawyer, accountant, engineer, appraiser or other person whose profession lends credibility to a statement made by any such person. |
| 4. | LIMITATIONS ON COMMITTEE’S DUTIES |
In contributing to the Committee’s discharging of its duties under this Charter, each member of the Committee shall be obliged only to exercise the care, diligence and skill that a reasonably prudent person would exercise in comparable circumstances. Nothing in this Charter is intended, or may be construed, to impose on any member of the Committee a standard of care or diligence that is in any way more onerous or extensive than the standard to which all Board members are subject. The essence of the Committee’s duties is monitoring and reviewing to endeavor to gain reasonable assurance (but not to ensure) that the Fundamental Activities are being conducted effectively and that the objectives of the Corporation’s financial reporting are being met and to enable the Committee to report thereon to the Board.
| 5. | AUDIT COMMITTEE RESPONSIBILITIES (GENERAL) |
This Charter outlines how the Committee will satisfy the requirements set forth by the Board in its mandate, reflecting the following:
| § | Operating principles; |
| § | Operating procedures; and |
| § | Specific responsibilities and duties. |
While the Committee has the responsibilities set forth in this Charter, it is not the duty of the Committee to prepare the financial statements, plan or conduct audits or to determine that the Corporation’s financial statements and disclosures are complete and accurate and are in accordance with IFRS and applicable rules and regulations. Primary responsibility for the financial reporting, information systems, risk management, and disclosure controls and internal controls of the Corporation is vested in management.
| (a) | Operating Principles |
The Committee shall fulfill its responsibilities within the context of the following principles:
| (i) | Committee Values |
The Committee expects management of the Corporation to operate in compliance with corporate policies; reflecting laws and regulations governing the Corporation; and to maintain strong financial reporting and control processes.
| (ii) | Communications |
The Committee, and its members, expect to have direct, open and frank communications throughout the year with management, other committee chairs, the external auditors, and other key Committee advisors or Corporation staff members, as applicable.
| (iii) | Delegation |
The Committee may delegate from time to time to any person or committee of persons any of the Committee’s responsibilities that may be lawfully delegated.
| (iv) | Financial Literacy |
All Committee members should be sufficiently versed in financial matters to read and understand the Corporation’s financial statements and also to understand the Corporation’s accounting practices and policies and the major judgements involved in preparing the financial statements.
| (v) | Annual Committee Work Plan |
The Committee, in consultation with management and the external auditors, shall develop an annual Committee work plan responsive to the Committee’s responsibilities as set out in this Charter. In addition, the Committee, in consultation with management and the external auditors, shall participate in a process for review of important financial topics that have the potential to impact the Corporation’s financial disclosure.
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The work plan will be focused primarily on the annual and interim financial statements of the Corporation; however, the Committee may at its sole discretion, or the discretion of the Board, review such other matters as may be necessary to satisfy the obligations set out in this Charter.
| (vi) | Meeting Agenda |
Committee meeting agendas shall be the responsibility of the Chair of the Committee in consultation with other Committee members, senior management and the external auditors.
| (vii) | Committee Expectations and Information Needs |
The Committee shall communicate its expectations to management and the external auditors with respect to the nature, timing and extent of its information needs. The Committee expects that written materials will be received from management and the external auditors at a reasonable time in advance of meeting dates.
| (viii) | Access to Committee |
Representatives of the external auditor and management of the Corporation shall have access to the Committee each in the absence of the other.
| (ix) | External Resources |
To assist the Committee in discharging its responsibilities, the Committee may at its discretion, in addition to the external auditors, at the expense of the Corporation, retain one or more persons having special expertise, including independent counsel.
| (x) | In Camera Meetings |
At the discretion of the Committee, the members of the Committee shall meet in private session with the external auditors. In addition, at the discretion of the Committee, the members of the Committee shall meet in private with management of the Corporation, without the auditors being present at such meeting.
| (xi) | Reporting to the Board |
The Committee, through its Chair, shall report after each Committee meeting to the Board at the Board’s next regular meeting.
| (xii) | The External Auditors |
The Committee expects that, in discharging their responsibilities to the shareholders, the external auditors shall report directly to and be accountable to the Committee. The external auditors shall report all material issues or potentially material issues, either specific to the Corporation or to the financial reporting environment in general, to the Committee.
| (xiii) | Funding |
The Corporation shall provide for appropriate funding, as determined by the Committee, in its capacity as a committee of the board of directors, for payment of:
| (A) | Compensation to any registered public accounting firm engaged for the purpose of preparing or issuing an audit report or performing other audit, review or attest services for the listed issuer; | |
| (B) | Compensation to any advisers employed by the Committee; and | |
| (C) | Ordinary administrative expenses of the Committee that are necessary or appropriate in carrying out its duties. |
| (b) | Operating Procedures |
| (i) | The Committee shall meet at least four times annually, or more frequently as circumstances dictate. Meetings shall be held at the call of the Chair, upon the request of two members of the Committee or at the request of the external auditors. |
| (ii) | A quorum shall be a majority of the members. |
| (iii) | Unless the Committee otherwise specifies, the Corporate Secretary (or her or his deputy) of the Corporation shall act as Corporate Secretary of all meetings of the Committee. |
| (iv) | In the absence of the Chair of the Committee, the members shall appoint an acting Chair. |
| (v) | A copy of the minutes of each meeting of the Committee shall be provided to each member of the Committee and to each director of the Corporation in a timely fashion. |
| (vi) | Notice of the time and place of every meeting shall be given in writing by any means of transmitted or recorded communication, including facsimile, email or other electronic means that produces a written copy, to each member of the Committee at least 24 hours prior to the time fixed for such meeting; provided, however, that a member of the Committee may in any manner waive a notice of the meeting. Attendance of a member of the Committee at a meeting constitutes waiver of notice of the meeting, except where the member attends the meeting for the express purpose of objecting to the transaction of any business on the grounds that the meeting has not been lawfully called. |
| (vii) | Subject to any law or the articles and by-laws of the Corporation, the Committee shall fix its own procedures at meetings, keep records of its proceedings and report to the Board when the Committee may deem appropriate (but not later than the next regularly scheduled meeting of the Board). |
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| 6. | SPECIFIC RESPONSIBILITIES AND DUTIES OF AUDIT COMMITTEE |
To fulfill its responsibilities and duties, the Committee shall:
| (a) | Financial Reporting |
| (i) | Review, prior to public release, the Corporation’s annual and quarterly financial statements with management and the external auditors (with respect to quarterly financial statements, if they are to be reviewed by the external auditors) with a view to gaining reasonable assurance that the statements (A) are accurate within reasonable levels of materiality, (B) complete, and (C) represent fairly the Corporation’s financial position and performance in accordance with IFRS. The Committee shall report thereon to the Board before such financial statements are approved by the Board (with respect to quarterly financial statements, if they are to be prepared and approved by the Board, and not just the Committee). |
| (ii) | Receive from the external auditors reports of their review of the annual and quarterly financial statements (with respect to quarterly financial statements, if they are to be reviewed by the external auditors) and any management letters issued to the management of the Corporation. |
| (iii) | Receive from management a copy of any representation letter provided to the external auditors and receive from management any additional representations required by the Committee. |
| (iv) | Review, prior to public release, to the extent required pursuant to applicable securities laws, and, if appropriate, recommend approval to the Board, of news releases, to the extent required pursuant to applicable securities laws, and reports to shareholders issued by the Corporation with respect to the Corporation’s annual and quarterly financial statements. |
| (v) | Review and, if appropriate, recommend approval to the Board of financial statements included in prospectuses, material change disclosures of a financial nature, management discussion and analysis, annual information forms and similar components of disclosure documents that may be issued by the Corporation. |
| (vi) | Establish procedures for the receipt, retention and treatment of complaints received by the Corporation from any party regarding accounting, auditing or internal controls and the confidential, anonymous submission by employees of the Corporation of concerns regarding questionable accounting or auditing matters. For greater certainty, the Committee’s responsibilities in this area will not include complaints about minor operational issues. Examples of minor operational issues include late payment of invoices, minor disputes over accounts owing or receivable, revenue and expense allocations and other similar items characteristic of the normal daily operations of the accounting department of a mining company. |
| (b) | Accounting Policies |
| (i) | Review with management and the external auditors the appropriateness of the Corporation’s accounting policies, disclosures, reserves, key estimates and judgements, including changes or variations thereto. |
| (ii) | Obtain reasonable assurance that they are in compliance with IFRS from management and external auditors and report thereon to the Board. |
| (iii) | Review with management and the external auditors the degree of conservatism of the Corporation’s underlying accounting policies, key estimates and judgements and provisions along with quality of financial reporting. |
| (iv) | Participate, if requested, in the resolution of disagreements, between management and the external auditors. |
| (v) | If applicable, review with management the policies and procedures used for the categorization of flow-through expenditures and the qualification of such expenditures to satisfy the Corporation’s existing obligations. |
| (c) | Risk and Uncertainty |
| (i) | Acknowledging that it is the responsibility of the Board, in consultation with management, to identify the principal business risks facing the Corporation, determine the Corporation’s tolerance for risk and approve risk management policies. The Committee shall focus on financial risk and gain reasonable assurance that financial risk is being effectively managed or controlled by: |
| (A) | reviewing with management the Corporation’s tolerance for financial risks; |
| (B) | reviewing with management its assessment of the significant financial risks facing the Corporation; |
| (C) | reviewing with management the Corporation’s policies and any proposed changes thereto for managing those significant financial risks; and |
| (D) | reviewing with management its plans, processes and programs to manage and control such risks. |
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| (ii) | Review policies and compliance therewith that require significant actual or potential liabilities, contingent or otherwise, to be reported to the Board in a timely fashion. |
| (iii) | Review foreign currency, interest rate and commodity price risk mitigation strategies, including the use of derivative financial instruments. |
| (iv) | Review the adequacy of insurance coverages maintained by the Corporation. |
| (v) | Review regularly with management, the external auditors and the Corporation’s legal counsel, any legal claims or other contingencies, including tax assessments, that could have a material effect upon the financial position or operating results of the Corporation and the manner in which these matters have been disclosed in the financial statements. |
| (d) | Financial Controls and Control Deviations |
| (i) | Review the plans of the external auditors to gain reasonable assurance that the evaluation and testing of applicable internal financial controls is comprehensive, coordinated and cost-effective. |
| (ii) | Receive regular reports from management and the external auditors on all significant deviations or indications/detection of fraud and the corrective activity undertaken in respect thereof. |
| (iii) | Institute a procedure that will permit any employee of the Corporation, including management employees, to bring to the attention of the Chair, under conditions of confidentiality, concerns relating to financial controls and reporting which are material in scope and which cannot be addressed, in the employee’s judgement, through existing reporting structures in the Corporation. |
| (iv) | Receive and periodically assess reports from management on the policies and procedures used to asses and ensure the adequacy of controls over financial information disclosed to the public, which is extracted or derived from the Corporation’s financial statements. |
| (e) | Compliance with Laws and Regulations |
| (i) | Review regular reports from management and others (e.g. external auditors) with respect to the Corporation’s compliance with laws and regulations having a material impact on the financial statements including: |
| (A) | tax and financial reporting laws and regulations; |
| (B) | legal withholding requirements; and |
| (C) | other laws and regulations which expose directors to liability. |
| (ii) | Review the filing status of the Corporation’s tax returns, (if applicable) flow-through share renunciation filings and those of its subsidiaries. |
| (f) | Relationship with External Auditors |
| (i) | Be directly responsible for the appointment and retention any external auditors engaged. |
| (ii) | Approve the remuneration and the terms of engagement of the external auditors as set forth in the relevant engagement letter. The Chair has the authority to pre-approve non-audit services which may be required from time to time. |
| (iii) | Review the performance of the external auditors annually or more frequently as required (including resolution of disagreements between management and the auditors regarding financial reporting). |
| (iv) | Receive annually from the external auditors an acknowledgement in writing that the shareholders, as represented by the Board and the Committee, are their primary client. |
| (v) | Receive a report annually from the external auditors with respect to their independence, such report to include a disclosure of all engagements (and fees related thereto) for non-audit services by the Corporation. |
| (vi) | Review with the external auditors the scope of the audit, the areas of special emphasis to be addressed in the audit, and the materiality levels which the external auditors propose to employ. |
| (vii) | Meet with the external auditors in the absence of management to determine, inter alia, that no management restrictions have been placed on the scope and extent of the audit examinations by the external auditors or the reporting of their findings to the Committee. |
| (viii) | Establish effective communication processes with management and the Corporation’s external auditors to assist the Committee to monitor objectively the quality and effectiveness of the relationship among the external auditors, management and the Committee. |
| (ix) | Establish a reporting relationship between the external auditors and the Committee such that the external auditors can bring directly to the Committee matters that, in the judgement of the external auditors, merit the Committee’s attention. In particular, the external auditors will advise the Committee as to disagreements between management and the external auditors regarding financial reporting and how such disagreements were resolved. |
| (x) | Receive a formal written statement delineating all relationships between the external auditors and the Corporation, actively engage in a dialogue with the external auditors with respect to any disclosed services or relationships that might impact their objectivity and independence, and as needed, take or recommend the Board take appropriate action to oversee the independence of the external auditors. |
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| (g) | Other Responsibilities |
| (i) | After consultation with the Chief Financial Officer and the external auditors, consider at least annually, the quality and sufficiency of the Corporation’s accounting and financial personnel and other resources. |
| (ii) | Approve in advance non-audit services, including tax advisory and compliance services, provided by the external auditors. However, the Committee can establish a threshold amount for fees for non-audit services to be provided by the external auditors without advance approval of the Committee. The nature of such services and the associated cost will be provided to the Committee at the next following meeting. |
| (iii) | Investigate any matters that, in the Committee’s discretion, fall within the Committee’s duties. |
| (iv) | Perform such other functions as may from time to time be assigned to the Committee by the Board. |
| (v) | Review this Charter on a regular basis and prepare any appropriate updates for approval by the Board. |
| (vi) | Review disclosures regarding the organization and duties of the Committee to be included in any public document, including quarterly and annual reports to shareholders, information circulars and annual information forms. |
| (vii) | Review and reassess the adequacy of this Charter on an annual basis. |
| (viii) | Conduct an appropriate review and oversight of all related party transactions for potential conflict of interest situations on an ongoing basis. |
EXHIBIT “A” TO THE AUDIT COMMITTEE CHARTER
Meaning of “material relationship”
A “material relationship” is a relationship that could, in the view of the issuer’s board of directors, be reasonably expected to interfere with the exercise of a member’s independent judgment.
The following individuals are considered to have a material relationship with the issuer:
| (A) | an individual who is, or has been within the last three years, an employee or executive officer of the issuer; |
| (B) | an individual whose immediate family member is, or has been within the last three years, an executive officer of the issuer; |
| (C) | an individual who: (i) is a partner of a firm that is the issuer’s internal or external auditor, |
| (D) | (ii) is an employee of that firm, or (iii) was within the last three years a partner or employee of that firm and personally worked on the issuer’s audit within that time; |
| (E) | an individual whose spouse, minor child or stepchild, or child or stepchild who shares a home with the individual: (i) is a partner of a firm that is the issuer’s internal or external auditor; (ii) is an employee of that firm and participates in its audit, assurance or tax compliance (but not tax planning) practice, or (iii) was within the last three years a partner or employee of that firm and personally worked on the issuer’s audit within that time; |
| (F) | an individual who, or whose immediate family member, is or has been within the last three years, an executive officer of an entity if any of the issuer’s current executive officers serves or served at that same time on the entity’s compensation committee; and |
| (G) | an individual who received, or whose immediate family member who is employed as an executive officer of the issuer received, more than $75,000 in direct compensation from the issuer during any 12 month period within the last three years. |
An individual will not be considered to have a material relationship with the issuer solely because (a) he or she had a relationship identified above if that relationship ended before March 30, 2004; or (b) he or she had a relationship identified above by virtue of such relationship being with a subsidiary entity or a parent of that issuer, if that relationship ended before June 30, 2005.
An individual will not be considered to have a material relationship with the issuer solely because the individual or his or her immediate family member (a) has previously acted as an interim chief executive officer of the issuer, or (b) acts, or has previously acted, as a chair or vice-chair of the board of directors or of any board committee of the issuer on a part-time basis.
For the purposes of “C” and “D” above, a partner does not include a fixed income partner whose interest in the firm that is the internal or external auditor is limited to the receipt of fixed amounts of compensation (including deferred compensation) for prior service with that firm if the compensation is not contingent in any way on continued service.
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For the purposes of “F” above, direct compensation does not include: (a) remuneration for acting as a member of the board of directors or of any board committee of the issuer, and (b) the receipt of fixed amounts of compensation under a retirement plan (including deferred compensation) for prior service with the issuer if the compensation is not contingent in any way on continued service.
Despite any determination made whether an individual has a material relationship with an issuer, an individual who (a) accepts directly or indirectly, any consulting, advisory or other compensatory fee from the issuer or any subsidiary entity of the issuer, other than as remuneration for acting in his or her capacity as a member of the board of directors or any board committee, or as a part-time chair or vice-chair of the board or any board committee; or (b) is an affiliated entity of the issuer or any of its subsidiary entities, is considered to have a material relationship with the issuer. The indirect acceptance by an individual of any such consulting, advisory or other compensatory fee includes acceptance of a fee by (a) an individual’s spouse, minor child or stepchild, or a child or stepchild who shares the individual’s home; or (b) an entity in which such individual is a partner, member, an officer such as a managing director occupying a comparable position or executive officer, or occupies a similar position (except limited partners, non-managing members and those occupying similar positions who, in each case, have no active role in providing services to the entity) and which provides accounting, consulting, legal, investment banking or financial advisory services to the issuer or any subsidiary entity of the issuer. Compensatory fees do not include the receipt of fixed amounts of compensation under a retirement plan (including deferred compensation) for prior service with the issuer if the compensation is not contingent in any way on continued service.
“company” - any corporation, incorporated association, incorporated syndicate or other incorporated organization;
“control” - the direct or indirect power to direct or cause the direction of the management and policies of a person or company, whether through ownership of voting securities or otherwise;
“executive officer” of an entity – means an individual who is (a) a chair of the entity; (b) a vice- chair of the entity; (c) the president of the entity; (d) a vice-president of the entity in charge of a principal business unit, division or function including sales, finance or production; (e) an officer of the entity or any of its subsidiary entities who performs a policy-making function in respect of the entity; or (f) any other individual who performs a policy-making function in respect of the entity;
“issuer” includes a subsidiary entity of the issuer and a parent of the issuer;
“person” - an individual partnership, unincorporated association, unincorporated syndicate, unincorporated organization, trust, trustee, executor, administrator, or other legal representative; and
“subsidiary entity” - a person or company is considered to be a subsidiary entity of another person or company if (a) it is controlled by (i) that other, or (ii) that other and one or more persons or companies each of which is controlled by that other, or (iii) two or more persons or companies, each of which is controlled by that other; or (b) it is a subsidiary entity of a person or company that is the other's subsidiary entity.
Approved by the Board on September 8, 2021
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| SCHEDULE
“B” DEFINITIONS |
The following is a glossary of certain defined terms used in this AIF. Where the context requires, (i) words importing the singular include the plural and vice versa and (ii) words importing any gender include all genders.
| “A10 FIA” | means A10 Investimentos Fundo de Investimento de Ações – Investimento no Exterior. |
| “A10 Group” | means a group of companies owned by certain directors of the Company |
| “Board” | means the board of directors of the Company. |
| “Capex” | means the capital expenditure defined in the Updated Feasibility Study Report. |
| “CBCA” | means the Canada Business Corporations Act. |
| “CIM Definition Standards” | means the Canadian Institute of Mining, Metallurgy and Petroleum (CIM) Definition Standards for Mineral Resources and Mineral Reserves. |
| “cm” | means centimeters. |
| “Common Shares” | means common shares in the capital of the Company. |
| “Company” or “Sigma” | means Sigma Lithium Corporation (formerly named Sigma Lithium Resources Corporation) and, as the context requires, its subsidiaries. |
| “DMS” | means dense media separation. |
| “Feasibility Study Report” | means the technical report titled “Grota do Cirilo Lithium Project, Araçuaí and Itinga Regions, Minas Gerais, Brazil, NI 43-101 Technical Report on Feasibility Study, Final Report” dated October 18, 2019, with an effective date of September 16, 2019. |
| “First Mine” | means the Xuxa deposit located in the Project. |
| “FS Qualified Persons” | has the meaning given under “Description of the Business - Summary of Updated Feasibility Study Report”. |
| “GAAP” | means Generally Accepted Accounting Principles. |
| “IFRS” | means International Financial Reporting Standards. |
| “kg” | means kilograms. |
| “km” | means kilometers. |
| “km2” | means square kilometers. |
| “Kv” | means kilovolts. |
| “LCE” | means lithium carbonate equivalent. Lithium is converted to lithium carbonate (Li2CO3) by multiplying lithium metal mass by 5.323. |
| “Li2O” | means lithium oxide. |
| “m” | means meters. |
| “m3” | means cubic meters. |
| “MD&A” | means management discussion and analysis. |
| “mm” | means millimeters. |
| “mg/L” | means milligrams per liter. |
| “NI 43-101” | means National Instrument 43-101 Standards of Disclosure for Mineral Projects of the Canadian Securities Administrators. |
| “NI 52-110” | means National Instrument 52-110 Audit Committees of the Canadian Securities Administrators. |
| “ppm” | means parts per million. |
| “Production Phase 1” | means the first phase of production that will produce 220,000 tonnes per year of Battery Grade Green and Sustainable Lithium (33,000 tonnes per year of LCE) in the First Mine |
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| “Production Phase 2” | means the second phase of production that, if warranted after the ongoing feasibility study, will increase production to 440,000 tonnes per year of Battery Grade Green and Sustainable Lithium (66,000 tonnes per year of LCE) in the Second Mine |
| “Production Plant” | means the commercial production plant as described in the Updated Feasibility Study Report. |
| “Qualified Person” | means a qualified person for purposes of NI 43-101. |
| “SEC” | means the U.S. Securities and Exchange Commission. |
| “Second Mine” | means the Barreiro deposit located in the Project. |
| “SEDAR” | means the System for Electronic Document Analysis and Retrieval developed for the Canadian Securities Administrators (www.sedar.com). |
| “Sigma Holdings” | means Sigma Lithium Resources Inc., the wholly-owned British Columbia subsidiary of the Company through which Sigma Brazil is held. |
| “Sigma Brazil” | means Sigma Mineração S.A., the indirect wholly-owned Brazilian subsidiary of the Company. |
| “t” | means tonnes. |
| “TSXV” | means the TSX Venture Exchange. |
| “Updated Feasibility Study Report” | means the technical report titled “Grota do Cirilo Lithium Project Araçuaí and Itinga Regions, Minas Gerais, Brazil, Amended and Restated Phase 2 (Barreiro) Update of the NI 43-101 Technical Report on Feasibility Study”, dated November 22, 2021, and with an effective date of June 2, 2021, prepared by the FS Qualified Persons. |
| “Var” | means variability. |
Certain Other Definitions
| “material relationship” | A “material relationship” is a relationship that could, in the view of the issuer’s board of directors, be reasonably expected to interfere with the exercise of a member’s independent judgment. The following individuals are considered to have a material relationship with the issuer: | |
| A. | an individual who is, or has been within the last three years, an employee or executive officer of the issuer; | |
| B. | an individual whose immediate family member is, or has been within the last three years, an executive officer of the issuer; | |
| C. | an individual who: (i) is a partner of a firm that is the issuer’s internal or external auditor, (ii) is an employee of that firm, or (iii) was within the last three years a partner or employee of that firm and personally worked on the issuer’s audit within that time; | |
| D. | an individual whose spouse, minor child or stepchild, or child or stepchild who shares a home with the individual: (i) is a partner of a firm that is the issuer’s internal or external auditor; (ii) is an employee of that firm and participates in its audit, assurance or tax compliance (but not tax planning) practice, or (iii) was within the last three years a partner or employee of that firm and personally worked on the issuer’s audit within that time; | |
| E. | an individual who, or whose immediate family member, is or has been within the last three years, an executive officer of an entity if any of the issuer’s current executive officers serves or served at that same time on the entity’s compensation committee; and | |
| F. | an individual who received, or whose immediate family member who is employed as an executive officer of the issuer received, more than $75,000 in direct compensation from the issuer during any 12-month period within the last three years. | |
| An individual will not be considered to have a material relationship with the issuer solely because (a) he or she had a relationship identified above if that relationship ended before March 30, 2004; or (b) he or she had a relationship identified above by virtue of such relationship being with a subsidiary entity or a parent of that issuer, if that relationship ended before June 30, 2005. | ||
| An individual will not be considered to have a material relationship with the issuer solely because the individual or his or her immediate family member (a) has previously acted as an interim chief executive officer of the issuer, or (b) acts, or has previously acted, as a chair or vice-chair of the board of directors or of any board committee of the issuer on a part-time basis. | ||
| For the purposes of “C” and “D” above, a partner does not include a fixed income partner whose interest in the firm that is the internal or external auditor is limited to the receipt of fixed amounts of compensation (including deferred compensation) for prior service with that firm if the compensation is not contingent in any way on continued service. | ||
2020 ANNUAL INFORMATION FORM | 95 |
| For the purposes of “F” above, direct compensation does not include: (a) remuneration for acting as a member of the board of directors or of any board committee of the issuer, and (b) the receipt of fixed amounts of compensation under a retirement plan (including deferred compensation) for prior service with the issuer if the compensation is not contingent in any way on continued service. | |
| Despite any determination made whether an individual has a material relationship with an issuer, an individual who (a) accepts directly or indirectly, any consulting, advisory or other compensatory fee from the issuer or any subsidiary entity of the issuer, other than as remuneration for acting in his or her capacity as a member of the board of directors or any board committee, or as a part-time chair or vice-chair of the board or any board committee; or (b) is an affiliated entity of the issuer or any of its subsidiary entities, is considered to have a material relationship with the issuer. The indirect acceptance by an individual of any such consulting, advisory or other compensatory fee includes acceptance of a fee by (a) an individual’s spouse, minor child or stepchild, or a child or stepchild who shares the individual’s home; or (b) an entity in which such individual is a partner, member, an officer such as a managing director occupying a comparable position or executive officer, or occupies a similar position (except limited partners, non-managing members and those occupying similar positions who, in each case, have no active role in providing services to the entity) and which provides accounting, consulting, legal, investment banking or financial advisory services to the issuer or any subsidiary entity of the issuer. Compensatory fees do not include the receipt of fixed amounts of compensation under a retirement plan (including deferred compensation) for prior service with the issuer if the compensation is not contingent in any way on continued service. | |
| “company” | any corporation, incorporated association, incorporated syndicate or other incorporated organization. |
| “control” | the direct or indirect power to direct or cause the direction of the management and policies of a person or company, whether through ownership of voting securities or otherwise. |
| “executive officer” | of an entity – means an individual who is (a) a chair of the entity; (b) a vice-chair of the entity; (c) the president of the entity; (d) a vice-president of the entity in charge of a principal business unit, division or function including sales, finance or production; (e) an officer of the entity or any of its subsidiary entities who performs a policy-making function in respect of the entity; or (f) any other individual who performs a policy-making function in respect of the entity. |
| “issuer” | includes a subsidiary entity of the issuer and a parent of the issuer. |
| “person” | an individual, partnership, unincorporated association, unincorporated syndicate, unincorporated organization, trust, trustee, executor, administrator, or other legal representative. |
| “subsidiary entity” | a person or company is considered to be a subsidiary entity of another person or company if (a) it is controlled by (i) that other, or (ii) that other and one or more persons or companies each of which is controlled by that other, or (iii) two or more persons or companies, each of which is controlled by that other; or (b) it is a subsidiary entity of a person or company that is the other's subsidiary entity. |
2020 ANNUAL INFORMATION FORM | 96 |
Exhibit 99.2
NI 43-101 TECHNICAL REPORT
GROTA DO CIRILO LITHIUM PROJECT
GROTA DO CIRILO LITHIUM PROJECT
ARAÇUAÍ AND ITINGA REGIONS, MINAS GERAIS, BRAZIL
AMENDED AND RESTATED PHASE 2 (BARREIRO) UPDATE OF THE NI 43-101
TECHNICAL REPORT ON FEASIBILITY STUDY
Prepared for: Sigma Lithium Corporation
Prepared by:
Homero Delboni Jr., MAusIMM, Promon Engenharia
Guilherme Gomides Ferreira (MEng) MAIG, GE21 Consultoria Mineral
Marc-Antoine Laporte, P.Geo, SGS Canada Inc
Stephane Normandin, P.Eng., Primero Group Americas
Jacques Parent, P.Eng., Primero Group Americas
Jarrett Quinn, P.Eng., Primero Group Americas
Porfirio Cabaleiro Rodriguez, (MEng), FAIG, GE21 Consultoria Mineral
Jacqueline Wang, P.Eng., DRA Global
Effective Date: 2nd June 2021
Issue Date: 22nd November 2021
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IMPORTANT NOTICE
This report was prepared as National Instrument 43-101 Technical Report for Sigma Lithium Corporation (Sigma) by Primero Group Americas Inc. (a subsidiary of Primero Group Ltd), SGS Geological Services, GE21 Consultoria Mineral and Promon Engenharia Ltda. (collectively the Report Authors). The quality of information, conclusions, and estimates contained herein is consistent with the level of effort involved in the Report Authors’ services, based on i) information available at the time of preparation, ii) data supplied by outside sources, and iii) the assumptions, conditions, and qualifications set forth in this report. This report is intended for use by Sigma subject to terms and conditions of its individual contracts with the Report Authors. Except for the purposed legislated under Canadian provincial and territorial securities law, any other uses of this report by any third party is at that party’s sole risk.
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TABLE OF CONTENTS
| 1 | SUMMARY | 24 | |
| 1.1 | INTRODUCTION | 24 | |
| 1.2 | PROPERTY DESCRIPTION AND LOCATION | 24 | |
| 1.3 | ACCESSIBILITY, CLIMATE, LOCAL RESOURCES, INFRASTRUCTURE AND PHYSIOGRAPHY | 25 | |
| 1.4 | HISTORY | 25 | |
| 1.5 | GEOLOGICAL SETTING AND MINERALIZATION | 25 | |
| 1.6 | EXPLORATION | 26 | |
| 1.7 | DRILLING | 27 | |
| 1.8 | SAMPLE PREPARATION, ANALYSES AND SECURITY | 27 | |
| 1.9 | DATA VERIFICATION | 29 | |
| 1.10 | MINERAL PROCESSING AND METALLURGICAL TESTING | 29 | |
| 1.11 | MINERAL RESOURCE ESTIMATES | 30 | |
| 1.12 | MINERAL RESERVE ESTIMATES | 34 | |
| 1.13 | MINING METHODS | 35 | |
| 1.14 | RECOVERY METHODS | 36 | |
| 1.15 | PROJECT INFRASTRUCTURE | 37 | |
| 1.16 | MARKET STUDIES AND CONTRACTS | 38 | |
| 1.17 | ENVIRONMENTAL STUDIES, PERMITTING AND SOCIAL OR COMMUNITY IMPACT | 39 | |
| 1.18 | CAPITAL AND OPERATING COSTS | 42 | |
| 1.19 | ECONOMIC ANALYSIS | 44 | |
| 1.20 | INTERPRETATION AND CONCLUSIONS | 49 | |
| 1.21 | RECOMMENDATIONS | 50 | |
| 2 | INTRODUCTION | 52 | |
| 2.1 | TERMS OF REFERENCE | 52 | |
| 2.2 | EFFECTIVE DATES | 53 | |
| 2.3 | QUALIFIED PERSONS | 53 | |
| 2.4 | SITE VISITS | 53 | |
| 2.5 | UNITS AND CURRENCY | 54 | |
| 2.6 | INFORMATION SOURCE | 54 | |
| 3 | RELIANCE ON OTHER EXPERTS | 55 | |
| 3.1 | MARKETING | 55 | |
| 3.2 | ENVIRONMENTAL, PERMITTING AND SOCIAL LICENCE | 55 | |
| 3.3 | TAXATION | 56 | |
| 3.4 | MINERAL TENURE | 56 | |
| 4 | PROPERTY DESCRIPTION AND LOCATION | 57 | |
| 4.1 | PROPERTY DESCRIPTION AND LOCATION | 57 | |
| 4.2 | MINERAL TENURE | 58 | |
| 4.3 | SURFACE RIGHTS | 60 | |
| 4.4 | AGREEMENTS | 61 | |
| 4.5 | ROYALTIES AND ENCUMBRANCES | 61 | |
| 4.6 | QP COMMENT | 61 | |
| 5 | ACCESSIBILITY, CLIMATE, LOCAL RESOURCES, INFRASTRUCTURE AND PHYSIOGRAPHY | 62 | |
| 5.1 | ACCESSIBILITY | 62 | |
| 5.2 | CLIMATE | 62 | |
| 5.3 | LOCAL RESOURCES AND INFRASTRUCTURE | 62 | |
| 5.4 | PHYSIOGRAPHY | 65 |
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| 6 | HISTORY | 66 | |
| 6.1 | PROJECT HISTORY | 66 | |
| 6.2 | PRODUCTION | 66 | |
| 7 | GEOLOGICAL SETTING AND MINERALIZATION | 67 | |
| 7.1 | REGIONAL GEOLOGY | 67 | |
| 7.2 | LOCAL GEOLOGY | 69 | |
| 7.3 | PROPERTY GEOLOGY | 72 | |
| 8 | DEPOSIT TYPES | 82 | |
| 9 | EXPLORATION | 84 | |
| 9.1 | INTRODUCTION | 84 | |
| 9.2 | GRIDS AND SURVEYS | 84 | |
| 9.3 | GEOLOGICAL MAPPING | 84 | |
| 9.4 | CHANNEL MAPPING | 84 | |
| 9.5 | TRENCH SAMPLING | 86 | |
| 9.6 | EXPLORATION POTENTIAL | 87 | |
| 10 | DRILLING | 91 | |
| 10.1 | INTRODUCTION | 91 | |
| 10.2 | DRILL TYPE | 91 | |
| 10.3 | SIGMA DRILLING CAMPAIGNS | 91 | |
| 10.4 | DRILL HOLE LOGGING | 101 | |
| 10.5 | RECOVERY | 101 | |
| 10.6 | DRILL SURVEYS | 101 | |
| 10.7 | QP COMMENT | 101 | |
| 11 | SAMPLE PREPARATION, ANALYSES AND SECURITY | 102 | |
| 11.1 | INTRODUCTION | 102 | |
| 11.2 | SAMPLING | 102 | |
| 11.3 | DENSITY DETERMINATIONS | 103 | |
| 11.4 | ANALYTICAL AND TEST LABORATORIES | 104 | |
| 11.5 | SAMPLE PREPARATION AND ANALYSIS | 104 | |
| 11.6 | QUALITY ASSURANCE AND QUALITY CONTROL | 105 | |
| 11.7 | SAMPLE SECURITY | 113 | |
| 11.8 | SAMPLE STORAGE | 113 | |
| 11.9 | QP COMMENTS | 113 | |
| 12 | DATA VERIFICATION | 115 | |
| 12.1 | DRILLING DATABASE | 115 | |
| 12.2 | WITNESS SAMPLING | 115 | |
| 12.3 | QP COMMENTS | 119 | |
| 13 | MINERAL PROCESSING AND METALLURGICAL TESTING | 120 | |
| 13.1 | XUXA METALLURGICAL TEST WORK (2018-19) | 120 | |
| 13.2 | BARREIRO METALLURGICAL TEST WORK (2020-21) | 131 | |
| 14 | MINERAL RESOURCE ESTIMATES | 141 | |
| 14.1 | XUXA DEPOSIT | 141 | |
| 14.2 | BARREIRO DEPOSIT | 151 | |
| 14.3 | MURIAL DEPOSIT | 161 | |
| 14.4 | LAVRA DO MEIO DEPOSIT | 170 | |
| 15 | MINERAL RESERVE ESTIMATES | 181 | |
| 15.1 | INTRODUCTION | 181 | |
| 15.2 | MINERAL RESERVE STATEMENT | 182 | |
| 15.3 | MINERAL RESERVE ESTIMATION | 183 |
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| 15.4 | FACTORS THAT MAY AFFECT THE MINERAL RESERVE ESTIMATES | 187 | |
| 15.5 | PHASE 2 BARREIRO PROJECT MINERAL RESERVES ESTIMATE | 188 | |
| 16 | MINING METHODS | 189 | |
| 16.1 | OPEN PIT MINING XUXA | 189 | |
| 16.2 | MINE OPERATION AND LAYOUT XUXA | 189 | |
| 16.3 | GEOTECHNICAL ASSUMPTIONS XUXA | 189 | |
| 16.4 | ENGINEERED PIT DESIGNS XUXA | 200 | |
| 16.5 | MINE SCHEDULING XUXA | 202 | |
| 16.6 | MINING FLEET XUXA | 203 | |
| 16.7 | PIT DEWATERING XUXA | 205 | |
| 16.8 | MINE PERSONNEL | 205 | |
| 16.9 | PHASE 2 BARREIRO PROJECT MINING METHODS | 207 | |
| 16.10 | PIT OPTIMIZATION BARREIRO | 207 | |
| 16.11 | PIT DESIGN BARREIRO | 213 | |
| 16.12 | MINE SCHEDULE BARREIRO | 214 | |
| 16.13 | WASTE DISPOSAL BARREIRO | 225 | |
| 16.14 | PHASE 2 MINE FLEET SELECTING AND SIZING BARREIRO | 227 | |
| 17 | RECOVERY METHODS | 240 | |
| 17.1 | PROCESSING PLANT DESCRIPTION | 240 | |
| 17.2 | XUXA PROCESS PLANT | 240 | |
| 18 | PROJECT INFRASTRUCTURE | 250 | |
| 18.1 | XUXA GENERAL SITE PLAN | 250 | |
| 18.2 | ROADS | 253 | |
| 18.3 | EARTHWORKS AND BURIED SERVICES | 254 | |
| 18.4 | WATER BALANCE (STORM WATER, WATER TREATMENT) XUXA | 254 | |
| 18.5 | SEWAGE | 257 | |
| 18.6 | BUILT INFRASTRUCTURE | 258 | |
| 18.7 | STOCKPILES | 260 | |
| 18.8 | WASTE ROCK AND DRY TAILINGS CO-DISPOSAL | 261 | |
| 18.9 | FUEL | 263 | |
| 18.10 | POWER SUPPLY | 263 | |
| 18.11 | WATER SUPPLY | 263 | |
| 18.12 | COMPRESSED AIR | 264 | |
| 18.13 | CONTROL SYSTEMS | 264 | |
| 18.14 | COMMUNICATION SYSTEMS | 264 | |
| 18.15 | CAMPS AND ACCOMMODATION | 264 | |
| 18.16 | PORT FACILITIES | 264 | |
| 19 | MARKET STUDIES AND CONTRACTS | 266 | |
| 19.1 | LITHIUM DEMAND AND CONSUMPTION | 266 | |
| 19.2 | LITHIUM PRODUCTION | 268 | |
| 19.3 | LITHIUM PRICES | 273 | |
| 19.4 | CONTRACTS AND OFF-TAKE AGREEMENTS | 278 | |
| 20 | ENVIRONMENTAL STUDIES, PERMITTING AND SOCIAL OR COMMUNITY IMPACT | 280 | |
| 20.1 | ENVIRONMENTAL CONSIDERATIONS | 280 | |
| 20.2 | PERMITTING CONSIDERATIONS | 284 | |
| 20.3 | SOCIAL CONSIDERATIONS | 286 | |
| 20.4 | EVALUATION OF ENVIRONMENTAL IMPACTS AND MITIGATION ACTIONS | 287 | |
| 20.5 | WASTE AND WATER MANAGEMENT | 289 | |
| 20.6 | RELATIONS WITH STAKEHOLDERS | 289 |
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| 20.7 | REHABILITATION AND CLOSURE PLANNING | 290 | |
| 20.8 | PHASE 2 BARREIRO PEGMATITE ENVIRONMENTAL WORK | 292 | |
| 21 | CAPITAL AND OPERATING COSTS | 303 | |
| 21.1 | BASIS OF ESTIMATE FOR XUXA PHASE 1 | 303 | |
| 21.2 | WORK BREAKDOWN STRUCTURE | 303 | |
| 21.3 | ESTIMATE PLAN FOR XUXA PHASE 1 | 303 | |
| 21.4 | XUXA OPERATING COSTS | 314 | |
| 21.5 | BARREIRO PLANT AND INFRASTRUCTURE CAPITAL AND OPERATING COSTS PHASE 2 | 323 | |
| 21.6 | BARREIRO MINING CAPEX AND OPEX PHASE 2 | 324 | |
| 22 | ECONOMIC ANALYSIS | 329 | |
| 22.1 | METHODOLOGY USED FOR XUXA PHASE 1 | 329 | |
| 22.2 | ASSUMPTIONS/BASIS XUXA | 329 | |
| 22.3 | FINANCIAL MODEL XUXA | 331 | |
| 22.4 | SENSITIVITY ANALYSIS XUXA | 334 | |
| 22.5 | METHODOLOGY USED FOR BARREIRO PHASE 2 | 338 | |
| 22.6 | ASSUMPTIONS/BASIS BARREIRO | 339 | |
| 22.7 | FINANCIAL MODEL BARREIRO | 341 | |
| 22.8 | SENSITIVITY ANALYSIS BARREIRO | 342 | |
| 23 | ADJACENT PROPERTIES | 343 | |
| 24 | OTHER RELEVANT DATA AND INFORMATION | 344 | |
| 24.1 | SCHEDULE FOR XUXA PHASE 1 | 344 | |
| 24.2 | SCHEDULE FOR BARREIRO PHASE 2 | 345 | |
| 24.3 | PROJECT EXECUTION PLAN | 345 | |
| 25 | INTERPRETATION AND CONCLUSIONS | 348 | |
| 25.1 | CONCLUSIONS | 348 | |
| 25.2 | RISK EVALUATION | 354 | |
| 25.3 | OPPORTUNITIES | 355 | |
| 26 | RECOMMENDATIONS | 356 | |
| 26.1 | GEOLOGY AND RESOURCES | 356 | |
| 26.2 | XUXA | 356 | |
| 26.3 | BARREIRO PROJECT RECOMMENDATIONS | 368 | |
| 27 | REFERENCES | 359 |
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LIST OF TABLES
| TABLE 1-1 – XUXA DEPOSIT MINERAL RESOURCE ESTIMATE | 32 |
| TABLE 1-2 – BARREIRO DEPOSIT MINERAL RESOURCE ESTIMATE | 33 |
| TABLE 1-3 – MURIAL DEPOSIT MINERAL RESOURCE ESTIMATE | 33 |
| TABLE 1-4 – LAVRA DO MEIO DEPOSIT MINERAL RESOURCE ESTIMATE | 34 |
| TABLE 1-5 – PARAMETERS USED IN XUXA PIT OPTIMIZATION | 34 |
| TABLE 1-6 – XUXA MINERAL RESERVES | 35 |
| TABLE 1-7 – WASTE PILE STORAGE | 38 |
| TABLE 1-8 – CAPITAL COST ESTIMATE SUMMARY XUXA | 42 |
| TABLE 1-9 – OPERATING COST ESTIMATE SUMMARY XUXA | 43 |
| TABLE 1-10 – CAPEX SUMMARY BARREIRO | 44 |
| TABLE 1-11: OPEX SUMMARY BARREIRO | 44 |
| TABLE 1-12 – BASE CASE ECONOMIC ANALYSIS RESULTS XUXA | 44 |
| TABLE 1-13 – MAIN MACROECONOMIC ASSUMPTIONS XUXA | 45 |
| TABLE 1-14 – TECHNICAL ASSUMPTIONS (BASE CASE) XUXA | 45 |
| TABLE 1-15 – BASE CASE ECONOMIC ANALYSIS RESULTS BARREIRO | 48 |
| TABLE 1-16 – MAIN MACROECONOMIC ASSUMPTIONS BARREIRO | 48 |
| TABLE 1-17 – TECHNICAL ASSUMPTIONS (BASE CASE) BARREIRO | 48 |
| TABLE 1-18: SENSITIVITY ANALYSIS ON NPV WITH DIFFERENT RECOVERY AND PRICING BARREIRO | 49 |
| TABLE 4-1 – MINERAL RIGHTS DESCRIPTION | 58 |
| TABLE 4-2 – PROPERTY TENURE SUMMARY | 60 |
| TABLE 6-1 – PROJECT HISTORY | 66 |
| TABLE 9-1 – CHANNEL SAMPLING SUMMARY | 85 |
| TABLE 9-2 – GROTA DO CIRILO TRENCH SAMPLING SUMMARY | 86 |
| TABLE 9-3 – GROTA DO CIRILO PROPERTY PROSPECTS | 87 |
| TABLE 9-4 – GENIPAPO PROPERTY PROSPECTS | 89 |
| TABLE 9-5 – SANTA CLARA PROPERTY PROSPECTS | 90 |
| TABLE 10-1 – TOTAL SIGMA DRILL HOLES | 91 |
| TABLE 10-2 – TOTAL XUXA DRILLING | 91 |
| TABLE 10-3 – XUXA EXAMPLE DRILL INTERCEPT TABLE | 92 |
| TABLE 10-4 – TOTAL BARREIRO DRILLING | 93 |
| TABLE 10-5 – BARREIRO EXAMPLE DRILL INTERCEPT TABLE | 94 |
| TABLE 10-6 – TOTAL LAVRA DO MEIO DRILLING | 95 |
| TABLE 10-7 – LAVRA DO MEIO EXAMPLE DRILL INTERCEPT TABLE | 96 |
| TABLE 10-8 – TOTAL MURIAL DRILLING | 97 |
| TABLE 10-9 – MURIAL EXAMPLE DRILL INTERCEPT TABLE | 97 |
| TABLE 10-10 – TOTAL NEZINHO DO CHICAO DRILLING | 99 |
| TABLE 10-11 – NEZINHO DO CHICAO EXAMPLE DRILL INTERCEPT TABLE | 99 |
| TABLE 10-12 – TOTAL MAXIXE DRILLING | 100 |
| TABLE 11-1 – XUXA DENSITY TEST RESULTS SUMMARY | 103 |
| TABLE 11-2 – BARREIRO DENSITY TEST RESULTS SUMMARY | 103 |
| TABLE 11-3 – MURIAL DENSITY TEST RESULTS SUMMARY | 104 |
| TABLE 11-4 – LAVRA DO MEIO DENSITY TEST RESULTS SUMMARY | 104 |
| TABLE 11-5 – STANDARD AVERAGE LI VALUES WITH ANALYTICAL ERROR | 106 |
| TABLE 11-6: CHECK ASSAY ORIGINAL VS CONTROL SAMPLES | 112 |
| TABLE 11-7: CHECK ASSAY ORIGINAL AND CONTROL DESCRIPTIVE STATISTICS | 112 |
| TABLE 12-1 – WITNESS SAMPLE MINERALIZED INTERVAL COMPARISON BETWEEN SGS GEOSOL AND SGS LAKEFIELD | 116 |
| TABLE 12-2 – WITNESS SAMPLE ORIGINAL VS CONTROL DIFFERENCES | 117 |
| TABLE 12-3 – WITNESS SAMPLE ORIGINAL AND CONTROL DESCRIPTIVE STATISTICS | 117 |
| TABLE 13-1 – CHEMICAL ANALYSIS AND WRA RESULTS | 122 |
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| TABLE 13-2 – BOND ABRASION AND BALL MILL WORK INDEX TEST WORK SUMMARY | 123 |
| TABLE 13-3 – AVERAGE UCS AND CWI | 123 |
| TABLE 13-4 – SUMMARY OF ORE SORTER TEST WORK RESULTS | 124 |
| TABLE 13-5 – SUMMARY OF HLS TEST RESULTS ON VARIABILITY SAMPLES | 125 |
| TABLE 13-6 – COARSE FRACTION DMS RESULTS | 126 |
| TABLE 13-7 – FINES FRACTION DMS 2ND PASS SG CUT-POINTS | 127 |
| TABLE 13-8 – ULTRA-FINE FRACTION DMS RESULTS | 127 |
| TABLE 13-9 – ESTIMATES OF DMS CIRCUIT RECOVERY | 130 |
| TABLE 13-10 – DESCRIPTION OF BARREIRO VARIABILITY SAMPLES | 132 |
| TABLE 13-11 – VARIABILITY SAMPLE AND COMPOSITE SAMPLE ASSAYS | 133 |
| TABLE 13-12 – SEMI-QUANTITATIVE XRD ANALYSIS OF THE FOUR VARIABILITY SAMPLES AND THE COMPOSITE SAMPLE | 133 |
| TABLE 13-13 – ESTIMATES OF LITHIUM DEPORTMENT TO SPODUMENE | 134 |
| TABLE 13-14 – HLS INTERPOLATED STAGE AND GLOBAL LITHIUM RECOVERIES (6% LI2O CONCENTRATE) FOR EACH CRUSH SIZE | 135 |
| TABLE 13-15 – SEMI-QUANTITATIVE XRD ANALYSIS FOR SELECTED SAMPLES (-10 MM CRUSH SIZE) | 137 |
| TABLE 13-16 – HLS INTERPOLATED STAGE AND GLOBAL COMBINED LITHIUM RECOVERIES (6% LI2O CONCENTRATE) FOR EACH VARIABILITY SAMPLE | 137 |
| TABLE 13-17 – VARIABILITY SAMPLE 1 GLOBAL HLS RESULTS | 139 |
| TABLE 13-18 – VARIABILITY SAMPLE 2 GLOBAL HLS RESULTS | 139 |
| TABLE 13-19 – VARIABILITY SAMPLE 3 GLOBAL HLS RESULTS | 140 |
| TABLE 13-20 – VARIABILITY SAMPLE 4 GLOBAL HLS RESULTS | 140 |
| TABLE 14-1 – XUXA ASSAY STATISTICS INSIDE MINERALIZED SOLIDS | 142 |
| TABLE 14-2 – XUXA 1 M COMPOSITE STATISTICS | 143 |
| TABLE 14-3 – XUXA RESOURCE BLOCK MODEL PARAMETERS | 145 |
| TABLE 14-4 – XUXA PARAMETERS FOR REASONABLE PROSPECTS FOR EVENTUAL ECONOMIC EXTRACTION | 150 |
| TABLE 14-5 – XUXA DEPOSIT MINERAL RESOURCE ESTIMATE | 150 |
| TABLE 14-6 – BARREIRO ASSAY STATISTICS INSIDE MINERALIZED SOLIDS | 153 |
| TABLE 14-7 – BARREIRO 1 M COMPOSITE STATISTICS | 153 |
| TABLE 14-8 – BARREIRO RESOURCE BLOCK MODEL PARAMETERS | 155 |
| TABLE 14-9 – BARREIRO PARAMETERS FOR REASONABLE PROSPECTS OF EVENTUAL ECONOMIC EXTRACTION | 160 |
| TABLE 14-10 – BARREIRO DEPOSIT MINERAL RESOURCE ESTIMATE | 161 |
| TABLE 14-11 – MURIAL ASSAY STATISTICS INSIDE MINERALIZED SOLIDS | 162 |
| TABLE 14-12 – MURIAL 1 M COMPOSITE STATISTICS | 163 |
| TABLE 14-13 – MURIAL RESOURCE BLOCK MODEL PARAMETERS | 164 |
| TABLE 14-14 – MURIAL PARAMETERS FOR REASONABLE PROSPECT FOR EVENTUAL ECONOMIC EXTRACTION | 169 |
| TABLE 14-15 – MURIAL DEPOSIT MINERAL RESOURCE ESTIMATE | 170 |
| TABLE 14-16 – LAVRA DO MEIO ASSAY STATISTICS INSIDE MINERALIZED SOLIDS | 172 |
| TABLE 14-17 – LAVRA DO MEIO 1 M COMPOSITE STATISTICS | 172 |
| TABLE 14-18 – LDM RESOURCE BLOCK MODEL PARAMETERS | 174 |
| TABLE 14-19 – LAVRO DO MEIO PARAMETERS FOR REASONABLE PROSPECT FOR EVENTUAL ECONOMIC EXTRACTION | 179 |
| TABLE 14-20 – LAVRA DO MEIO DEPOSIT MINERAL RESOURCE ESTIMATE | 179 |
| TABLE 15-1 – MINERAL RESERVE STATEMENT | 182 |
| TABLE 15-2 – PIT OPTIMIZATION PARAMETERS | 185 |
| TABLE 15-3 – SENSITIVITY PARAMETERS | 188 |
| TABLE 15-4 – SENSITIVITY ANALYSIS RESULTS RELATIVE TO BASE CASE | 188 |
| TABLE 16-1 – SAMPLE PLAN OF GEOTECHNICAL TESTS | 194 |
| TABLE 16-2 – UCS TEST RESULTS | 196 |
| TABLE 16-3 – OPERATIONAL MINE SCHEDULING | 202 |
| TABLE 16-4 – MAJOR OPEN PIT EQUIPMENT REQUIREMENTS | 204 |
| TABLE 16-5 – DRILL AND BLASTING DATA | 205 |
| TABLE 16-6 – MANPOWER PEAK NUMBERS | 205 |
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| TABLE 16-7 – TECHNICAL AND ECONOMIC PARAMETERS USED IN THE FINAL PIT OPTIMIZATION | 208 |
| TABLE 16-8 – GEOTECHNICAL SECTORS | 209 |
| TABLE 16-9 – RESULTS OF THE FINAL PIT OPTIMIZATION | 211 |
| TABLE 16-10 – PARAMETERS FOR THE OPERATIONAL MINE DESIGN | 213 |
| TABLE 16-11 – RESULTS - FINAL OPERATIONAL PIT | 214 |
| TABLE 16-12 – RESULTS ANNUAL PRODUCTION PLAN | 216 |
| TABLE 16-13 – RESULTS - OPERATIONAL MINE SCHEDULING | 216 |
| TABLE 16-14 – CLASSIFIED RESULTS - OPERATIONAL MINE SCHEDULING | 217 |
| TABLE 16-15 – WASTE DUMP DESIGN PARAMETERS | 226 |
| TABLE 16-16 – CAPACITIES AND SURFACE AREA FOR EACH WASTE DUMP | 226 |
| TABLE 16-17 – AVERAGE HAULAGE DISTANCES | 228 |
| TABLE 16-18 – BASIC PROJECT PARAMETERS | 230 |
| TABLE 16-19 – DRILLING SIZING FOR ROM | 232 |
| TABLE 16-20 – DRILLING SIZING FOR WASTE | 233 |
| TABLE 16-21 – HYDRAULIC EXCAVATOR - ROM | 234 |
| TABLE 16-22 – HYDRAULIC EXCAVATOR - WASTE | 235 |
| TABLE 16-23 – TRUCK - ROM | 236 |
| TABLE 16-24 – TRUCK - WASTE | 237 |
| TABLE 16-25 – BULLDOZER | 238 |
| TABLE 16-26 –PHASE 2 FLEET SCALING SUMMARY MINING | 239 |
| TABLE 16-27 – FLEET SCALING SUMMARY PRE-STRIPPING | 239 |
| TABLE 17-1 – OPERATING PARAMETERS | 246 |
| TABLE 17-2 – DESIGN BASIS AND MASS BALANCE SUMMARY | 246 |
| TABLE 17-3 – OPERATING HOURS FOR MAIN FACILITIES | 248 |
| TABLE 17-4 – KEY EQUIPMENT AND CAPACITY | 248 |
| TABLE 18-1 – INFRASTRUCTURE SUMMARY TABLE | 258 |
| TABLE 18-2 – INFRASTRUCTURE SUMMARY TABLE | 259 |
| TABLE 18-3 – WASTE PILE STORAGE | 261 |
| TABLE 18-4 – TOTAL PROCESS PLANT POWER DEMAND | 263 |
| TABLE 19-1 – WORLD MINE PRODUCTION OF LITHIUM BY COUNTRY, 2010-2018 (T LCE) | 269 |
| TABLE 19-2 – WORLD FORECAST, EXPANDED AND UNDER CONSTRUCTION LITHIUM NAMEPLATE CAPACITY BY COMPANY, 2010-2018 (T LCE) | 272 |
| TABLE 19-3 – COMPARISON: BATTERY-GRADE AND TECHNICAL-GRADE LITHIUM CARBONATE AVG ANNUAL CONTRACT AND SPOT PRICE, 2009-18 (US$/T) | 275 |
| TABLE 19-4 – ANNUAL AVERAGE PRICE FORECAST TREND FOR CHEMICAL GRADE SPODUMENE, 2017-2040 (US$/T CIF) | 276 |
| TABLE 20-1 – GRANTED LICENCES AND LEASES | 281 |
| TABLE 20-2 – BASELINE STUDIES | 282 |
| TABLE 20-3 – APPLICABLE ENVIRONMENTAL COMPENSATION | 284 |
| TABLE 20-4 – ENVIRONMENTAL IMPACT MINIMIZATION MEASURES | 287 |
| TABLE 20-5 – ENVIRONMENTAL IMPACT MINIMIZATION MEASURES | 291 |
| TABLE 21-1 – QUOTED CURRENCY EXCHANGE RATES | 304 |
| TABLE 21-2 – CAPITAL COST ESTIMATE SUMMARY | 304 |
| TABLE 21-3 – CAPEX SPLIT BY CURRENCY | 305 |
| TABLE 21-4 – TAX SUMMARY | 306 |
| TABLE 21-5 – PROCESS PLANT KEY QUANTITY SUMMARY | 306 |
| TABLE 21-6 – EARTHWORKS AND NPI KEY QUANTITY SUMMARY | 306 |
| TABLE 21-7 – CAPITAL COST ESTIMATE BASIS - PROCESS PLANT | 307 |
| TABLE 21-8 – CONTINGENCY REQUIREMENTS | 308 |
| TABLE 21-9 – SUMMARY OF TAX APPLIED TO THE CAPEX | 309 |
| TABLE 21-10 – ALLOWANCES | 311 |
| TABLE 21-11 – ESTIMATED CAPITAL COST DURING PRE-STRIPPING (IN THOUSAND US$) | 313 |
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| TABLE 21-12 – OWNER’S COST (IN US$) | 314 |
| TABLE 21-13 – PLANT OPEX PROCESSING COST SUMMARY | 315 |
| TABLE 21-14 – PLANT OPEX PROCESSING COST SUMMARY BREAKDOWN | 315 |
| TABLE 21-15 – LABOUR SUMMARY | 317 |
| TABLE 21-16 – OPEX SUMMARY NPI (OVER LOM) | 320 |
| TABLE 21-17 – MINING OPERATING COST | 322 |
| TABLE 21-18 – PHASE 2 CAPITAL COST ESTIMATE | 323 |
| TABLE 21-19 – MINING CAPEX SUMMARY BARREIRO | 325 |
| TABLE 21-20 – ESTIMATED OWNER’S COST BARREIRO | 325 |
| TABLE 21-21 – SUSTAINING CAPITAL FOR PRE-STRIPPING BARREIRO | 326 |
| TABLE 21-22 – UNIT COSTS BARREIRO | 327 |
| TABLE 21-23 – TOTAL ANNUAL MINE OPERATING COSTS BARREIRO | 328 |
| TABLE 22-1 – BASE CASE SCENARIO RESULTS XUXA | 329 |
| TABLE 22-2 – MAIN MACROECONOMIC ASSUMPTIONS XUXA | 329 |
| TABLE 22-3 – MAIN TECHNICAL ASSUMPTIONS XUXA | 330 |
| TABLE 22-4 – XUXA ESTIMATED REVENUE AND OPERATING COSTS FOR 1.5 MTPA PRODUCTION XUXA | 332 |
| TABLE 22-5 – AFTER-TAX CASH FLOW AND CUMULATIVE CASH FLOW PROFILES XUXA | 333 |
| TABLE 22-6 – AFTER-TAX NPV SENSITIVITY INPUT ASSUMPTIONS FOR EACH SCENARIO (+20% AND -20%) XUXA | 335 |
| TABLE 22-7 – AFTER-TAX NPV SENSITIVITY ANALYSIS FOR EACH SCENARIO XUXA | 336 |
| TABLE 22-8 – COMBINED SENSITIVITY OF XUXA NPV TO PRICES AND DISCOUNT RATE XUXA | 336 |
| TABLE 22-9 – AFTER-TAX IRR SENSITIVITY TO SPODUMENE PRICE (CIF) XUXA | 337 |
| TABLE 22-10 – BASE CASE SCENARIO RESULTS | 339 |
| TABLE 22-11: MAIN MACROECONOMIC ASSUMPTIONS BARREIRO | 339 |
| TABLE 22-12: MAIN TECHNICAL ASSUMPTIONS BARREIRO | 340 |
| TABLE 22-13: BARREIRA ESTIMATED REVENUE AND OPERATING COSTS FOR 1.68 MTPA PRODUCTION | 341 |
| TABLE 22-14: SENSITIVITY ANALYSIS ON NPV WITH DIFFERENT RECOVERY AND PRICING | 342 |
| TABLE 24-1 – KEY DATES SUMMARY | 344 |
| TABLE 24-2 – MAJOR CONTRACTS LIST | 346 |
| TABLE 25-1 – CAPEX SUMMARY XUXA | 351 |
| TABLE 25-2 – XUXA OPERATING COST ESTIMATE SUMMARY | 351 |
| TABLE 25-3 – CAPEX SUMMARY BARREIRO | 353 |
| TABLE 25-4: OPEX SUMMARY BARREIRO | 353 |
| TABLE 25-5 – BASE CASE ECONOMIC STUDY RESULTS | 354 |
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LIST OF FIGURES
| FIGURE 1-1 – AFTER-TAX CASH FLOW AND CUMULATIVE CASH FLOW XUXA | 46 |
| FIGURE 1-2 – PRE-TAX NPV (US$ MILLION) XUXA | 47 |
| FIGURE 1-3 – AFTER-TAX NPV (US$ MILLION) XUXA | 47 |
| FIGURE 2-1 – PROJECT LOCATION | 52 |
| FIGURE 4-1 – PROJECT PROPERTIES - GENIPAPO, GROTA DO CIRILO, SANTA CLARA AND SÃO JOSÉ | 57 |
| FIGURE 4-2 – PROJECT MINERAL RIGHTS, NORTH AND SOUTH COMPLEXES | 59 |
| FIGURE 5-1 – AERIAL VIEW, CURRENT PROJECT INFRASTRUCTURE | 63 |
| FIGURE 5-2 – FIELD OFFICE (LOCATION 6 IN FIGURE 5-2) | 63 |
| FIGURE 5-3 – SMSA PILOT PLANT | 64 |
| FIGURE 5-4 – FIRST PHASE PRODUCTION PLANT | 64 |
| FIGURE 5-5 – PHOTO SHOWING TYPICAL VEGETATION WITHIN PROJECT AREA | 65 |
| FIGURE 7-1 – REGIONAL GEOLOGIC MAP (AFTER PEDROSA-SOARES ET AL., 2001) | 70 |
| FIGURE 7-2 – LOCAL GEOLOGY MAP, NORTHERN COMPLEX | 71 |
| FIGURE 7-3 – HISTORIC WORKINGS AND PEGMATITE DIKE SWARMS WITHIN GROTA DO CIRILO PROPERTY | 72 |
| FIGURE 7-4 – XUXA CROSS SECTION (LOOKING NORTHEAST) | 73 |
| FIGURE 7-5 – BARREIRO CROSS SECTION (LOOKING NORTHEAST) | 74 |
| FIGURE 7-6 – LAVRA DO MEIO CROSS SECTION (LOOKING NORTH) | 75 |
| FIGURE 7-7 – NEZINHO DO CHICAO PLAN MAP | 76 |
| FIGURE 7-8 – MURIAL CROSS SECTION (LOOKING NORTH) | 77 |
| FIGURE 7-9 – HISTORICAL WORKINGS WITHIN SÃO JOSÉ PROPERTY | 78 |
| FIGURE 7-10 – MACRO CRYSTALS AT LAVRA RAMON | 79 |
| FIGURE 7-11 – SAMAMBAIA PLAN MAP | 80 |
| FIGURE 7-12 – ANANIAS PLAN MAP | 81 |
| FIGURE 8-1 – GENERALIZED SCHEMATIC REPRESENTATION LCT PEGMATITE | 83 |
| FIGURE 9-1 – GROTA DO CIRILO SATELLITE IMAGE | 85 |
| FIGURE 9-2 – CHANNEL SAMPLES AT MURIAL MINE | 86 |
| FIGURE 10-1 – PLAN VIEW OF THE DRILLING AT XUXA | 92 |
| FIGURE 10-2 – LONGITUDINAL VIEW OF THE DRILLING AT XUXA | 93 |
| FIGURE 10-3 – PLAN VIEW OF THE DRILLING AT BARREIRO | 94 |
| FIGURE 10-4 – LONGITUDINAL VIEW OF THE DRILLING AT BARREIRO | 95 |
| FIGURE 10-5 – PLAN VIEW OF THE DRILLING AT LAVRA DO MEIO | 96 |
| FIGURE 10-6 – LONGITUDINAL VIEW OF THE DRILLING AT LAVRA DO MEIO | 96 |
| FIGURE 10-7 – PLAN VIEW OF THE DRILLING AT MURIAL | 98 |
| FIGURE 10-8 – LONGITUDINAL VIEW OF THE DRILLING AT MURIAL | 98 |
| FIGURE 10-9 – PLAN VIEW OF THE DRILLING AT NEZINHO DO CHICAO | 99 |
| FIGURE 10-10 – MAXIXE DRILL HOLE LOCATION PLAN | 100 |
| FIGURE 11-1 – STANDARD SAMPLE ANALYSIS RESULTS FOR THE 2017–2018 BATCH WITH STANDARD AMIS0338 | 106 |
| FIGURE 11-2 – STANDARD SAMPLE ANALYSES RESULTS FOR THE 2017–2018 BATCH WITH STANDARD AMIS0339 | 107 |
| FIGURE 11-3 – STANDARD SAMPLE ANALYSES RESULTS FOR THE 2017–2018 BATCH WITH STANDARD AMIS0341 | 107 |
| FIGURE 11-4 – STANDARD SAMPLE ANALYSES RESULTS FOR THE 2017–2018 BATCH WITH STANDARD AMIS0342 | 108 |
| FIGURE 11-5 – STANDARD SAMPLE ANALYSES RESULTS FOR THE 2017–2018 BATCH WITH STANDARD AMIS0343 | 108 |
| FIGURE 11-6 – STANDARD SAMPLE ANALYSES RESULTS FOR THE 2017–2018 BATCH WITH STANDARD AMIS0408 | 109 |
| FIGURE 11-7 – BLANK SAMPLE ANALYSES FROM THE 2017–2018 CAMPAIGN | 110 |
| FIGURE 11-8 – SCATTERPLOT OF CORE DUPLICATES | 111 |
| FIGURE 11-9 – CORRELATION BETWEEN ORIGINAL SAMPLES AND PULP DUPLICATES | 111 |
| FIGURE 11-10: CHECK ASSAY CORRELATION BETWEEN ORIGINAL SAMPLES AND PULP DUPLICATES | 112 |
| FIGURE 11-11: CHECK ASSAY DISTRIBUTION OF THE DIFFERENCE BETWEEN ORIGINAL RESULTS AND PULP DUPLICATES | 113 |
| FIGURE 12-1 – WITNESS SAMPLE ORIGINAL VS CONTROL SAMPLE DIFFERENCES | 117 |
| FIGURE 12-2 – WITNESS SAMPLE ORIGINAL VS CONTROL SAMPLE DIFFERENCES FREQUENCY DISTRIBUTION | 118 |
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| FIGURE 12-3 – WITNESS SAMPLE ORIGINAL VS CONTROL SAMPLE DIFFERENCES CORRELATION ANALYSIS | 118 |
| FIGURE 13-1 – OVERVIEW OF TYPICAL STAGE 1 TEST WORK FLOWSHEET | 120 |
| FIGURE 13-2 – SAMPLE PREPARATION DIAGRAM FOR STAGE 1 VARIABILITY SAMPLES | 121 |
| FIGURE 13-3 – EFFECT OF COMBINING COARSE DMS AND -3.3 MM MIDDS HLS CONCENTRATES | 126 |
| FIGURE 13-4 – LITHIUM (LI2O) GRADE AND LOCALIZATION OF THE DRILL HOLES USED TO PRODUCE THE BARREIRO VARIABILITY SAMPLES | 131 |
| FIGURE 13-5 – BWI OF THE COMPOSITE SAMPLE COMPARED TO THE SGS DATABASE | 134 |
| FIGURE 13-6 – AI OF VAR 3 COMPARED TO THE SGS DATABASE | 135 |
| FIGURE 13-7 – CUMULATIVE LITHIUM GRADE - STAGE RECOVERY CURVES FOR HLS TESTS | 136 |
| FIGURE 13-8 – CUMULATIVE LITHIUM GRADE - RECOVERY CURVES FOR HLS TESTS | 136 |
| FIGURE 14-1 – XUXA DRILL HOLE COLLAR LOCATIONS | 142 |
| FIGURE 14-2 – XUXA 1 M COMPOSITE HISTOGRAM | 143 |
| FIGURE 14-3 – XUXA PEGMATITE SOLID (LOOKING SOUTHEAST) | 145 |
| FIGURE 14-4 – XUXA COMBINED CORRELOGRAM | 146 |
| FIGURE 14-5 – ISOMETRIC VIEW OF XUXA SEARCH ELLIPSOIDS | 147 |
| FIGURE 14-6 – ISOMETRIC VIEW OF THE XUXA INTERPOLATED BLOCK MODEL | 147 |
| FIGURE 14-7 – STATISTICAL COMPARISON OF XUXA ASSAY, COMPOSITE AND BLOCK DATA | 148 |
| FIGURE 14-8 – COMPARISON XUXA BLOCK VALUES VERSUS COMPOSITES INSIDE BLOCKS | 148 |
| FIGURE 14-9 – XUXA BLOCK MODEL CLASSIFICATION | 149 |
| FIGURE 14-10 – BARREIRO DRILLHOLE COLLAR LOCATIONS | 152 |
| FIGURE 14-11 – BARREIRO 1 M COMPOSITE HISTOGRAM | 154 |
| FIGURE 14-12 – SECTIONAL INTERPRETATION OF THE BARREIRO PEGMATITE UNIT (LOOKING NORTH) | 155 |
| FIGURE 14-13 – BARREIRO COMBINED CORRELOGRAM | 156 |
| FIGURE 14-14 – ISOMETRIC VIEW OF BARREIRO SEARCH ELLIPSES | 157 |
| FIGURE 14-15 – ISOMETRIC VIEW OF THE BARREIRO INTERPOLATED BLOCK MODEL | 157 |
| FIGURE 14-16 – STATISTICAL COMPARISON OF BARREIRO ASSAY, COMPOSITE AND BLOCK DATA | 158 |
| FIGURE 14-17 – BARREIRO BLOCK VALUES VERSUS COMPOSITES INSIDE THOSE BLOCKS | 159 |
| FIGURE 14-18 – BARREIRO BLOCK MODEL CLASSIFICATION | 160 |
| FIGURE 14-19 – MURIAL DRILL HOLE COLLAR LOCATIONS | 162 |
| FIGURE 14-20 – MURIAL 1 M COMPOSITE HISTOGRAM | 163 |
| FIGURE 14-21 – MURIAL PEGMATITE SOLID (LOOKING WEST) | 164 |
| FIGURE 14-22 – ISOMETRIC VIEW OF MURIAL SEARCH ELLIPSOIDS | 166 |
| FIGURE 14-23 – ISOMETRIC VIEW OF MURIAL INTERPOLATED BLOCK MODEL | 166 |
| FIGURE 14-24 – STATISTICAL COMPARISON OF MURIAL ASSAY, COMPOSITE AND BLOCK DATA | 167 |
| FIGURE 14-25 – MURIAL BLOCK VALUES VERSUS COMPOSITES INSIDE THOSE BLOCKS | 167 |
| FIGURE 14-26 – MURIAL BLOCK MODEL CLASSIFICATION | 168 |
| FIGURE 14-27 – LAVRA DO MEIO DRILL HOLE COLLAR LOCATIONS | 171 |
| FIGURE 14-28 – LAVRA DO MEIO 1 M COMPOSITE HISTOGRAM | 173 |
| FIGURE 14-29 – LAVRA DO MEIO PEGMATITE SOLID (LOOKING WEST) | 174 |
| FIGURE 14-30 – LAVRA DO MEIO COMBINED CORRELOGRAM | 175 |
| FIGURE 14-31 – ISOMETRIC VIEW OF LAVRA DO MEIO SEARCH ELLIPSES | 176 |
| FIGURE 14-32 – ISOMETRIC VIEW OF LAVRA DO MEIO INTERPOLATED BLOCK MODEL | 176 |
| FIGURE 14-33 – STATISTICAL COMPARISON OF LAVRO DO MEIO ASSAY, COMPOSITE AND BLOCK DATA | 177 |
| FIGURE 14-34 – LAVRA DO MEIO BLOCK VALUES VERSUS COMPOSITES INSIDE THOSE BLOCKS | 177 |
| FIGURE 14-35 – LAVRA DO MEIO BLOCK MODEL CLASSIFICATION | 178 |
| FIGURE 15-1 – XUXA SITE GENERAL LAYOUT | 182 |
| FIGURE 15-2 – INTERNAL DILUTION | 184 |
| FIGURE 15-3 – HAULAGE COST PROFILE FOR WASTE AND ORE ESTIMATED BY THE CONTRACTOR | 186 |
| FIGURE 15-4 – PIT OPTIMIZATION RESULTS | 187 |
| FIGURE 16-1 – LOCATION OF GEOTECHNICAL SECTIONS | 190 |
| FIGURE 16-2 – WEATHERING GRADE VERTICAL DRILL HOLES SECTION - XUXA NORTH TARGET | 191 |
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| FIGURE 16-3 – WEATHERING GRADE VERTICAL DRILL HOLES SECTION - XUXA SOUTH TARGET | 192 |
| FIGURE 16-4 – ROCDATA SOFTWARE RESULTS | 197 |
| FIGURE 16-5 – PIT 1: SECTION LOCATIONS | 198 |
| FIGURE 16-6 – PIT 2: SECTION LOCATIONS | 198 |
| FIGURE 16-7 – SAFETY FACTORS - SECTION 3 PIT 1 | 199 |
| FIGURE 16-8 – SAFETY FACTORS - SECTION 3 PIT 2 | 200 |
| FIGURE 16-9 – FINAL PIT DESIGNS - 3D VIEW | 201 |
| FIGURE 16-10 – FINAL PIT DESIGNS - SECTION VIEW (A-A’) | 201 |
| FIGURE 16-11 – FINAL PIT DESIGNS - SECTION VIEW (B-B’) | 202 |
| FIGURE 16-12 – PIT 1: GEOTECHNICAL SECTORS | 209 |
| FIGURE 16-13 – PIT 1: RESULTS OF THE SET OF GENERATED MATHEMATICAL PITS | 210 |
| FIGURE 16-14 – PIT 1: SELECTED MATHEMATICAL PIT - RAF 1.00 | 212 |
| FIGURE 16-15 – FINAL OPERATIONAL PIT (ULTIMATE PIT DESIGN) | 214 |
| FIGURE 16-16 – MINE PLAN YEAR 1 | 218 |
| FIGURE 16-17 – MINE PLAN YEAR 1 - BLOCK MODEL | 218 |
| FIGURE 16-18 – MINE PLAN YEAR 2 | 219 |
| FIGURE 16-19 – MINE PLAN YEAR 2 - BLOCK MODEL | 219 |
| FIGURE 16-20 – MINE PLAN YEAR 3 | 220 |
| FIGURE 16-21 – MINE PLAN YEAR 3 - BLOCK MODEL | 220 |
| FIGURE 16-22 – MINE PLAN YEAR 4 | 221 |
| FIGURE 16-23 – MINE PLAN YEAR 4 - BLOCK MODEL | 221 |
| FIGURE 16-24 – MINE PLAN YEAR 5 | 222 |
| FIGURE 16-25 – MINE PLAN YEAR 5 - BLOCK MODEL | 222 |
| FIGURE 16-26 – MINE PLAN YEAR 10 | 223 |
| FIGURE 16-27 – MINE PLAN YEAR 10 - BLOCK MODEL | 223 |
| FIGURE 16-28 – MINE PLAN YEAR 13 | 224 |
| FIGURE 16-29 – MINE PLAN YEAR 13 - BLOCK MODEL | 224 |
| FIGURE 16-30 – ROM STOCKPILE AFTER YEAR 5 | 225 |
| FIGURE 16-31 – FINAL MINE LAYOUT | 227 |
| FIGURE 17-1 – PROCESS PLANT: IN-HOUSE CRUSHING AND DMS PLANT | 240 |
| FIGURE 17-2 – BLOCK FLOW DIAGRAM FOR CRUSHING CIRCUIT AND DMS PLANT | 242 |
| FIGURE 17-3 – SIMPLIFIED PROCESS FLOWSHEET | 243 |
| FIGURE 17-4 – SIGMA DMS PLANT AND PRODUCT STOCKPILES | 244 |
| FIGURE 18-1 – SIGMA LITHIUM PROJECT GENERAL LAYOUT PLAN FOR XUXA | 250 |
| FIGURE 18-2 – OVERALL SITE PLAN | 252 |
| FIGURE 18-3 – BRIDGE LOCATION | 253 |
| FIGURE 18-4 – WATER BALANCE | 256 |
| FIGURE 18-5 – INTAKE WATER / WATER TREATMENT | 257 |
| FIGURE 18-6 – PRODUCT TRANSPORT ROUTING FROM XUXA TO ILHÉUS | 265 |
| FIGURE 19-1 – WORLD CONSUMPTION AND DEMAND FORECAST FOR LITHIUM, 2014-2033 | 266 |
| FIGURE 19-2 – WORLD LI-ION BATTERY USE BY MARKET, 2018-2028 (GWH) | 267 |
| FIGURE 19-3 – FORECAST LI-ION BATTERY, CATHODE AND LITHIUM CONSUMPTION, BASE-CASE, 20012-2028 | 267 |
| FIGURE 19-4 – WORLD FORECAST CONSUMPTION OF LITHIUM BY PRODUCT, 2018-2033 (000T LCE) | 268 |
| FIGURE 19-5 – WORLD OUTLOOK FOR CONSUMPTION OF LITHIUM BY COUNTRY/REGION, 2018-2033 (T LCE). | 268 |
| FIGURE 19-6 – WORLD REFINED PRODUCTION OF LITHIUM BY TYPE, 2000-2018 (000T LCE) | 269 |
| FIGURE 19-7 – WORLD REFINED PRODUCTION OF LITHIUM BY TYPE, 2000-2018 (000T LCE) | 270 |
| FIGURE 19-8 – MINERAL CONCENTRATE COST CURVE, 2018-2040 (US$/T CIF) | 270 |
| FIGURE 19-9 – WORLD FORECAST MINE CAPACITY FOR LITHIUM, 2014-2023 (000T LCE) | 271 |
| FIGURE 19-10 – WORLD FORECAST MINE SUPPLY FOR LITHIUM, 2014-2023 (000T LCE) | 273 |
| FIGURE 19-11 – CHEMICAL GRADE SPODUMENE CONCENTRATE PRICES BY SUPPLIER, Q1 2017 - Q4 2018 (US$/T CIF CHINA) | 274 |
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| FIGURE 19-12–PRICES FOR CHEMICAL-GRADE SPODUMENE CONCENTRATE AND COMPARISON TO REFINED LITHIUM PRODUCTS 2000-2018 (US$/T LCE) | 274 |
| FIGURE 19-13 – AVERAGE ANNUAL CONTRACT PRICES BATTERY GRADE LITHIUM HYDROXIDE & LITHIUM CARBONATE (2007-2018 (US$/TCIF)) | 275 |
| FIGURE 20-1 – LOCATION OF AREAS OF INTEREST AND PROPERTIES | 285 |
| FIGURE 20-2: AVIFAUNA: A) NEST OF RED OVENBIRD; INDIVIDUAL OF B) RED-COWLED CARDINAL, C) GRASSLAND SPARROW; D) SMOOTH-BILLED ANI; E) RUFOUS-COLLARED SPARROW; F) TROPICAL KINGBIRD; G) BURROWING OWL AND H) YELLOW-CHEVRONED PARAKEET. | 295 |
| FIGURE 20-3: HERPETOFAUNA: A) NEOTROPICAL AMEIVA, B) TROPIDURUS OREADICUS, C) LEPTODACTILUS FUSCUS; D) TEGU; E) RHINELLA GRANULOSA AND F) RHINELLASCHNEIDERI. | 295 |
| FIGURE 20-4: TERRESTRIAL MAMMALIAN FAUNA: A) WILD DOG; B) SKUNK; C) BIG-EARED OPOSSUMS; AND D) FOOTPRINT OF PROCYON CANCRIVORUS. | 296 |
| FIGURE 20-5 – PROJECT STATUS PLAN WITH MINING APPLICATIONS | 297 |
| FIGURE 22-1 – AFTER-TAX CASH FLOW AND CUMULATIVE CASH FLOW PROFILES XUXA | 332 |
| FIGURE 22-2 – PRE-TAX NPV (US$ MILLION) XUXA | 334 |
| FIGURE 22-3 – PRE-TAX IRR XUXA | 335 |
| FIGURE 22-4 – AFTER-TAX NPV (US$ MILLION) XUXA | 335 |
| FIGURE 22-5 – AFTER-TAX IRR XUXA | 336 |
| FIGURE 22-6 – PRE-TAX NPV (US$ MILLION) - EXCLUDING CLOSURE COSTS XUXA | 337 |
| FIGURE 22-7 – PRE-TAX IRR - EXCLUDING CLOSURE COSTS XUXA | 337 |
| FIGURE 22-8 – AFTER-TAX NPV (US$ MILLION) - EXCLUDING CLOSURE COSTS XUXA | 338 |
| FIGURE 22-9 – AFTER-TAX IRR - EXCLUDING CLOSURE COSTS XUXA | 338 |
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CERTIFICATE OF AUTHOR
HOMERO DELBONI JR
I, Homero Delboni Jr, B.E., M.Eng.Sc., Ph.D., of São Paulo, Brazil, do hereby certify:
| 1. | I am a Senior Consultant of HDA Serviços S/S Ltda., Alameda Casa Branca, 755 cj. 161 Sao Paulo, SP 01408-001 Brazil |
| 2. | This certificate applies to the Technical Report entitled “Grota do Cirilo Lithium Project: Araçuaí and Itinga Regions, Minas Gerais, Brazil, Amended and Restated Phase 2 (Barreiro) Update of the NI 43-101 Technical Report Feasibility Study” with an effective date of June 2, 2021. |
| 3. | I graduated with a Bachelor of Engineering Degree in Mining and Minerals Processing from The University of Sao Paulo (Brazil) in 1983, concluded a Masters in Engineering in Minerals Processing in The University of Sao Paulo (Brazil) in 1989 and obtained a Ph.D. in Minerals Processing Engineering at The University of Queensland – Julius Kruttschnitt Mineral Research Centre, Brisbane (Australia) in 1999. |
| 4. | I am a Member (#112813) and Chartered Professional in Metallurgy of the Australian Institute of Mining and Metallurgy – MAusIMM – CP (Metallurgy). I have worked as a Minerals Processing engineer for a total of 38 years since my graduation from university. |
| 5. | I have read the definition of Qualified Person set out in the National Instrument 43-101 (Instrument) and certify that by reason of my education, affiliation with a professional association and past relevant work experiences, I fulfil the requirement to be an independent qualified person for the purposes of NI 43-101. |
| 6. | I have read NI 43-101 and I have participated in the preparation of this Technical Report and I am responsible for sub-sections 18.4.4.1 and 18.8.1.1., which have been prepared in compliance with NI 43-101. |
| 7. | I am independent of Sigma Lithium Resources Corporation as defined by Section 1.5 of the Instrument. I do not have prior involvement with the properties that are the subject of the technical report. |
| 8. | As of the effective date of the Technical Report, to the best of my knowledge, information and belief, the sections of the technical report for which I am responsible contain all scientific and technical information that is required to be disclosed to make the technical report not misleading. |
Signed and dated this November 22, 2021 at São Paulo, SP - Brazil.
“Signed and sealed” Homero Delboni Jr, Ph.D., MAusIMM
| Homero Delboni Jr, B.E., M.Eng.Sc., Ph.D., MAusIMM – CP (Metallurgy) | |
| Senior Consultant, Promon Engenharia, MAusIMM #112813 |
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CERTIFICATE OF AUTHOR
GUILHERME GOMIDES FERREIRA
I, Guilherme Gomides Ferreira, do hereby certify:
| 1. | I am a Mining Engineer and Manager for GE21 Consultoria Mineral, located at Avenida Afonso Pena, 3130, 12º andar, Belo Horizonte, MG, Brazil, CEP 30.130-910. |
| 2. | This certificate applies to the Technical Report entitled “Grota do Cirilo Lithium Project: Araçuaí and Itinga Regions, Minas Gerais, Brazil, Amended and Restated Phase 2 (Barreiro) Update of the NI 43-101 Technical Report Feasibility Study” with an effective date of June 2, 2021 (Technical Report). |
| 3. | I am a member of the Australian Institute of Geoscientists (MAIG #7586). |
| 4. | I am a graduate Mining Engineering from the Federal University of Minas Gerais, in Belo Horizonte, Brazil. I have worked as a Mining Engineer for more than 15 years. |
| 5. | I have read the definition of Qualified Person set out in the National Instrument 43-101 (NI 43-101) and certify that by reason of my education, affiliation with a professional association and past relevant work experiences, I fulfil the requirement to be an independent qualified person for the purposes of NI 43-101. |
| 6. | I have read NI 43-101 and I have participated in the preparation of this Technical Report and am responsible for Sections 18.4.2, 18.4.4.2, 18.8, 18.8.1.2 and the applicable parts of 1, 25 and 26, each of which has been prepared in accordance with NI 43-101. |
| 7. | I am independent of Sigma Lithium Corporation as defined by Section 1.5 of the Instrument. I do not have prior involvement with the properties that are the subject of the technical report. |
| 8. | As of the effective date of the Technical Report, to the best of my knowledge, information and belief, the sections of the technical report for which I am responsible contain all scientific and technical information that is required to be disclosed to make the technical report not misleading. |
Signed and dated this November 22, 2021, at Belo Horizonte.
“Signed and sealed” Guilherme Gomides Ferreira, Meng, MAIG
| Guilherme Gomides Ferreira, BSc. (MEng) | |
| Manager GE21, MAIG #7586 |
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CERTIFICATE OF AUTHOR
MARC-ANTOINE LAPORTE
I, Marc-Antoine Laporte, P.Geo., M.Sc., of Québec, Québec, do hereby certify:
| 1. | I am a senior geologist with SGS Canada Inc (Geological Service) with a business address at 125 rue Fortin, Suite 100, Quebec City, Quebec, G1M 3M2. |
| 2. | This certificate applies to the Technical Report entitled “Grota do Cirilo Lithium Project Araçuaí and Itinga Regions, Minas Gerais, Brazil, Amended and Restated Phase 2 (Barreiro) Update of the NI 43-101 Technical Report on Feasibility Study” with an effective date of June 02, 2021. |
| 3. | I am a graduate of Université Laval (2004 and 2008) in Earth Sciences. I am a member in good standing of Ordre des Géologues du Québec (#1347). I have worked as a geologist continuously since my graduation. |
| 4. | I have read the definition of Qualified Person set out in the National Instrument 43-101 (NI 43-101) and certify that by reason of my education, affiliation with a professional association and past relevant work experiences, I fulfil the requirement to be an independent qualified person for the purposes of NI 43-101. |
| 5. | My most recent personal inspection of the Project was on September 18-23, 2018. |
| 6. | I have read NI 43-101 and I have participated in the preparation of this Technical Report and am responsible for Sections 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 14, 23 and the applicable parts of sections 1, 2, 25, 26 and 27, each of which has been prepared in accordance with NI 43-101. |
| 7. | I am independent of Sigma Lithium Corporation as defined by Section 1.5 of the Instrument. I don’t have any prior involvement with the property that is the subject of the technical report. |
| 8. | As of the effective date of the Technical Report, to the best of my knowledge, information and belief, the sections of the technical report for which I am responsible contain all scientific and technical information that is required to be disclosed to make the technical report not misleading. |
Signed and dated this November 22, 2021 at Quebec City, Quebec.
“Signed and sealed” Marc-Antoine Laporte, P.Geo., M.Sc
| Marc-Antoine Laporte, P.Geo., Senior Geologist | |
| SGS Canada Inc |
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CERTIFICATE OF AUTHOR
STEPHANE NORMANDIN
I, Stephane Normandin, P. Eng., do hereby certify:
| 1. | I am a Study Manager with Primero Group Americas Inc., a division of Primero Group Ltd. with an office at 1450 - 1801 McGill College, Montréal, Québec. |
| 2. | This certificate applies to the Technical Report entitled “Groto do Cirolo Lithium Project: Araçuaí and Itinga Regions, Minas Gerais, Brazil, Amended and Restated Phase 2 (Barreiro) Update of the NI 43-101 Technical Report Feasibility Study” with an effective date of June 2, 2021. |
| 3. | I graduated with a Bachelor of Geological Engineering from Ecole Polytechnique de Montreal, Montreal in 1991. |
| 4. | I am a registered Professional Engineer (#106771) with the Ordre des Ingenieurs du Quebec. |
| 5. | I have worked in many different facets of engineering related to mineral processing since my graduation in 1991. |
| 6. | I have read the definition of “qualified person” set out in the National Instrument 43-101 and certify that by reason of my education, affiliation with a professional association and past relevant work experience, I fulfil the requirements to be an independent qualified person for the purposes of NI 43-101. |
| 7. | I am independent of Sigma Lithium Corporation as defined by Section 1.5 of the Instrument. I don’t have any prior involvement with the property that is the subject of the technical report. |
| 8. | I have read NI 43-101 and have participated in the preparation of this Report and am responsible for Section 21.5, 21.6 22.5 to 22.8 and relevant elements of 25, each of which has been prepared in accordance with NI 43-101. |
| 9. | As of the effective date of the Technical Report, to the best of my knowledge, information and belief, the sections of the technical report for which I am responsible contain all scientific and technical information that is required to be disclosed to make the technical report not misleading. |
Signed and dated this November 22, 2021, at Montreal, Quebec.
“Signed and sealed” Stephane Normandin, P.Eng
| Stephane Normandin, P.Eng., Study Manager | |
| Primero Group Americas Inc |
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CERTIFICATE OF AUTHOR
JACQUES PARENT
I, Jacques Parent, P. Eng., do hereby certify:
| 1. | I am a Senior Advisor with Primero Group Americas Inc., a division of Primero Group Ltd. with an office at 1450 - 1801 McGill College, Montréal, Québec. |
| 2. | This certificate applies to the Technical Report entitled “Groto do Cirolo Lithium Project: Araçuaí and Itinga Regions, Minas Gerais, Brazil, Amended and Restated Phase 2 (Barreiro) Update of the NI 43-101 Technical Report Feasibility Study” with an effective date of June 2, 2021. |
| 3. | I graduated with a Bachelor of Mechanical Engineering from the McGill University, Montreal in 1983. |
| 4. | I am a registered Professional Engineer (#37626) with the Ordre des Ingenieurs du Quebec. |
| 5. | I have worked in many different facets of engineering design and management since my graduation in 1983. |
| 6. | I have read the definition of “qualified person” set out in the National Instrument 43-101 and certify that by reason of my education, affiliation with a professional association and past relevant work experience, I fulfil the requirements to be an independent qualified person for the purposes of NI 43-101. |
| 7. | I have no previous involvement with the project. |
| 8. | I have read NI 43-101 and have participated in the preparation of this Report and am responsible for Sections 21.1 to 21.4, Section 22.1 to 22.4 and relevant elements of Section 25, each of which has been prepared in accordance with NI 43-101. |
| 9. | As of the effective date of the Technical Report, to the best of my knowledge, information and belief, the sections of the technical report for which I am responsible contain all scientific and technical information that is required to be disclosed to make the technical report not misleading. |
Signed and dated this November 22, 2021, at Quebec City, Quebec.
“Signed and sealed” Jacques Parent, P.Eng
| Jacques Parent, P.Eng., Senior Advisor | |
| Primero Group Americas Inc |
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CERTIFICATE OF AUTHOR
JARRETT QUINN
I, Jarrett Quinn, P.Eng., Ph.D., of Montréal, Québec, do hereby certify:
| 1. | I am a Consulting Process Engineer for Primero Group Americas Inc. with a business address at 1450 - 1801 McGill College, Montréal, Québec, H3A 2N4. |
| 2. | This certificate applies to the Technical Report entitled “Groto do Cirolo Lithium Project: Araçuaí and Itinga Regions, Minas Gerais, Brazil, Amended and Restated Phase 2 (Barreiro) Update of the NI 43-101 Technical Report Feasibility Study” with an effective date of June 2, 2021. |
| 3. | I am a graduate of McGill University (B.Eng. 2004, M.Eng. 2006, and Ph.D 2014) in Metallurgical Engineering. I am a member in good standing of the Ordre des Ingénieurs du Québec (#5018119). I have worked as a metallurgist since 2006. |
| 4. | I have read the definition of Qualified Person set out in the National Instrument 43-101 (Instrument) and certify that by reason of my education, affiliation with a professional association and past relevant work experiences, I fulfil the requirement to be an independent qualified person for the purposes of NI 43-101. |
| 5. | I have read NI 43-101 and have participated in the preparation of this Technical Report and am responsible for Section 13 (Mineral Processing and Metallurgical Testing) and content in Chapter 17 (Recovery Methods) related to Barreiro processing, which has been prepared in accordance with NI 43-101. |
| 6. | I am independent of Sigma Lithium Resources Corporation as defined by Section 1.5 of the Instrument. I do not have prior involvement with the properties that are the subject of the technical report. |
| 7. | As of the effective date of the Technical Report, to the best of my knowledge, information and belief, the sections of the technical report for which I am responsible contain all scientific and technical information that is required to be disclosed to make the technical report not misleading. |
Signed and dated this November 22, 2021 at Montréal, Quebec.
“Signed and sealed” Jarrett Quinn
| Jarrett Quinn, P.Eng. (OIQ #5018119), Ph.D., Consulting Process Engineer, | |
| Primero Group Americas Inc. |
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CERTIFICATE OF AUTHOR
PORFÍRIO CABALEIRO RODRIGUEZ
I, Porfirio Cabaleiro Rodriguez, P.Eng., Ph.D., do hereby certify:
| 1. | I am a Mining Engineer and Director for GE21 Consultoria Mineral, located at Avenida Afonso Pena, 3130 - 12º andar, Belo Horizonte, MG, Brazil, CEP 30.130-910. |
| 2. | This certificate applies to the Technical Report entitled “Grota do Cirilo Lithium Project: Araçuaí and Itinga Regions, Minas Gerais, Brazil, Amended and Restated Phase 2 (Barreiro) Update of the NI 43-101 Technical Report Feasibility Study” with an effective date of June 2, 2021 (Technical Report). |
| 3. | I am a graduate in Mining Engineering from the Federal University of Minas Gerais, in Belo Horizonte, Brazil. I have worked as a Mining Engineer for more than 42 years. |
| 4. | I am a Fellow of the Australian Institute of Geoscientists (FAIG #3708). |
| 5. | I have read the definition of Qualified Person set out in the National Instrument 43-101 (Instrument) and certify that by reason of my education, affiliation with a professional association and past relevant work experiences, I fulfil the requirement to be an independent qualified person for the purposes of NI 43-101. |
| 6. | I visited the site between April 17-18, 2019. |
| 7. | I have read NI 43-101 and have participated in the preparation of this Technical Report and am responsible for Sections 15, 16, 18.1 to 18.6, 18.9 to 18.16, 19, 20, 24, and the applicable parts of 1, 25 and 26, each of which has been prepared in accordance with NI 43-101. |
| 8. | I am independent of Sigma Lithium Corporation as defined by Section 1.5 of the Instrument. I do not have prior involvement with the properties that are the subject of the technical report. |
| 9. | As of the effective date of the Technical Report, to the best of my knowledge, information and belief, the sections of the technical report for which I am responsible contain all scientific and technical information that is required to be disclosed to make the technical report not misleading. |
Signed and dated this November 22, 2021, at Belo Horizonte, Minas Gerais State.
“Signed and sealed” Porfirio Cabaleiro Rodriguez, BSc. (MEng), FAIG
| Porfirio Cabaleiro Rodriguez, BSc. (MEng) | |
| Senior Director GE21, FAIG #3708 |
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CERTIFICATE OF AUTHOR
JACQUELINE WANG
I, Jacqueline Wang, P. Eng., do hereby certify:
| 1. | I was a Process Engineer with Primero Group Americas Inc., a division of Primero Group Ltd. with an office at 1450 - 1801 McGill College, Montréal, Québec at the effective date of the Technical Report. |
| 2. | This certificate applies to the Technical Report entitled “Groto do Cirolo Lithium Project: Araçuaí and Itinga Regions, Minas Gerais, Brazil, Amended and Restated Phase 2 (Barreiro) Update of the NI 43-101 Technical Report Feasibility Study” with an effective date of June 2, 2021. |
| 3. | I graduated with a Bachelor of Science degree in Chemical Engineering from the University of Saskatchewan, Saskatoon in 2008 and a Master of Engineering degree in Chemical Engineering from the University of Saskatchewan, Saskatoon in 2016. |
| 4. | I am a registered Professional Engineer (#15447) with the Association of Professional Engineers and Geoscientists in Saskatchewan. |
| 5. | I have worked as a process engineer since 2008. |
| 6. | I have read the definition of “qualified person” set out in the National Instrument 43-101 (Instrument) and certify that by reason of my education, affiliation with a professional association and past relevant work experience, I fulfil the requirements to be an independent qualified person for the purposes of NI 43-101. |
| 7. | I have read NI 43-101 and have participated in the preparation of this Report and am responsible for Section 17, the applicable parts of sections 1, 2, 3, 25 and 26 and sub-sections 18.7, 21.4, 21.4.1, 21.4.2, 21.4.3, 21.4.4 and 21.4.5, I take responsibility for information related to Xuxa only. Each of such sections have been prepared in accordance with NI 43-101. |
| 8. | I am independent of Sigma Lithium Resources Corporation as defined by Section 1.5 of the Instrument. I do not have prior involvement with the properties that are the subject of the technical report. |
| 9. | As of the effective date of the Technical Report, to the best of my knowledge, information and belief, the sections of the technical report for which I am responsible contain all scientific and technical information that is required to be disclosed to make the technical report not misleading. |
Signed and dated this November 22, 2021, at Saskatoon, Saskatchewan.
| /s/ Jacqueline Wang | |
| Jacqueline Wang, P.Eng., Process Engineer | |
| DRA Global |
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ABBREVIATIONS
| AMIS | African Mineral Standards |
| CAPEX | Capital Expenditures |
| CIM | Canadian Institute of Mining, Metallurgy and Petroleum |
| DMS | Dense Medium Separation |
| EPCM | Engineering Procurement Construction Management |
| FOB | Free on Board |
| FS | Feasibility Study |
| GE21 | GE21 Mineral Consultants |
| HDPE | High Density Polyethylene |
| HLS | Heavy Liquid Separation |
| HMI | Human Machine Interface |
| LOM | Life of Mine |
| MEL | Mechanical Equipment List |
| MTO | Material Take-off |
| NPI | Non-Process Infrastructure |
| NPV | Net Present Value |
| OPEX | Operating Expenditures |
| PEP | Project Execution Plan |
| Primero | Primero Group Americas Inc |
| Project | Crota do Cirilo Lithium Project |
| Promon | Promon Engenharia Ltda |
| Property | Sigma Property |
| RFQ | Request for Quotation |
| ROM | Run of Mine |
| Sigma | Sigma Lithium Corporation |
| SGS | SGS Geological Services (SGS Canada) |
| UCS | Unconfined Compressive Strength |
| UPS | Uninterruptible Power Supply |
| WBS | Work Breakdown Structure |
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| 1 | SUMMARY |
| 1.1 | INTRODUCTION |
Sigma Lithium Corporation (Sigma) requested Primero Group Americas Inc. (Primero), a division of Primero Group Ltd, together with SGS Geological Services (SGS), GE21 Consultoria Mineral (GE21) and Promon Engenharia Ltda (Promon) to prepare a NI 43-101 Technical Report (the Report) and Preliminary Economic Assessment (PEA) on the Phase 2 Barreiro project of the Grota do Cirilo Lithium Project (the Project) located in Minas Gerais State, Brazil.
Sigma Mineração S.A. (SMSA) is the Brazilian subsidiary of Sigma and is the owner of the mining rights and the holder of mining concessions ordinance which includes the Xuxa deposit.
The Report supports the disclosure by Sigma in the news release dated June 2nd, 2021, entitled “Sigma Lithium Announces Exceptional PEA Results Supporting Doubling Planned Capacity to 440,000tpa (66,000LCE)”.
Mineral Resources are reported for four pegmatite bodies, Xuxa, Barreiro, Murial and Lavra do Meio. Mineral Reserves are reported for the Xuxa deposit.
A PEA, which is the subject of this Report, has been conducted on the Barreiro deposit.
Mineral Resources and Mineral Reserves (MRMR) are reported using the 2014 Canadian Institute of Mining, Metallurgy and Petroleum (CIM) Definition Standards (2014 CIM Definition Standards) and adhere to the 2019 CIM Estimation of Mineral Resources & Mineral Reserves Best Practice Guidelines (2019 CIM MRMR Guidelines).
| 1.2 | PROPERTY DESCRIPTION AND LOCATION |
The Project is located in Northeastern Minas Gerais State, in the municipalities of Araçuaí and Itinga, approximately 25 km east of the town of Araçuaí and 450 km northeast of Belo Horizonte.
The Project comprises four properties owned by SMSA and is divided into the Northern Complex (the Grota do Cirilo, Genipapo and Santa Clara properties) and the Southern Complex (the São José property).
The Project consists of 27 mineral rights, which include mining concessions, applications for mining concessions and exploration permits, spread over 191 km2, which include nine past producing lithium mines and 11 first-priority exploration targets. Granted mining concessions are in good standing with the Brazilian authorities.
The surface rights in the Grota do Cirilo area, the current primary focus of activity, are held by two companies, Arqueana Minérios e Metais (Arqueana) and Miazga Participações S.A. (Miazga). SMSA has entered into two right-of-way agreements with these companies to support Sigma’s exploration and development activities within the Grota do Cirilo property, as well as third-party surface owners.
Sigma has been granted a flow of 150 m3/h from the Jequitinhonha River for all months of the year for a period of 10 years, which is sufficient for life-of mine (LOM) requirements.
The Brazilian Government levies a Compensação Financeira pela Exploração de Recursos Minerais (CFEM) royalty on mineral production. Lithium production is subject to a 2.0% CFEM royalty, payable on the gross income from sales. The Project is subject to two third-party net smelter return (NSR) royalties of 1% each.
To the extent known to the QP, there are no other significant factors and risks that may affect access, title, or the right or ability to perform work on the Project that have not been discussed in this Report.
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| 1.3 | ACCESSIBILITY, CLIMATE, LOCAL RESOURCES, INFRASTRUCTURE AND PHYSIOGRAPHY |
The Project is easily accessible from regional paved road BR-367, which runs through the northern part of the Project. Within the Project area, accessibility is provided by a network of maintained arterial and back country service roads. A municipal airport services the town of Araçuaí. The closest major domestic airport is located at Montes Claros, 327 km west of Araçuaí.
The Eastern Brazil region is characterized by a dry, semi-arid and hot climate. It is expected that future mining operations could be conducted year-round. Exploration activities are year-round but can be interrupted by short-term rainfall events.
Mining operations have been previously conducted in the Project area. Existing infrastructure includes power supply and substation, an extensive office block equipped with internet and telephones, accommodation for 40 persons on site, dining hall and kitchen, workshop, on-site laboratory and sample storage building, warehouse and a large store, a fuel storage facility with pumping equipment, and a water pumping facility from the Jequitinhonha river with its reservoir. The main 138 kV transmission line from the Irape hydro power station runs through the northern part of the Project area. The town of Araçuaí can supply basic services. Other services must be sourced from Belo Horizonte or São Paulo.
The topography consists of gently rolling hills with less than 100 m difference in elevation. The Project area typically hosts thorn scrub and savannah. Much of the area has been cleared for agriculture. The primary source of water for this project is the Jequitinhonha River.
| 1.4 | HISTORY |
Exploration and mining activities prior to Sigma’s project interest were conducted by Companhia Estanìfera do Brazil (CEBRAS), Arqueana Minérios e Metais (Arqueana), Tanex Resources plc (Tanex; a subsidiary of Sons of Gwalia Ltd (Sons of Gwalia)), and RI-X Mineração S.A. (RI-X). CEBRAS produced a tin/tantalite concentrate from open pit mines from 1957 to the 1980s. Arqueana operated small open pit mines from the 1980s to the 2000s, exploiting pegmatite and alluvial gravel material for tin and tantalite. Tanex Resources obtained a project interest from Arqueana, and undertook channel sampling, air-track, and reverse circulation (RC) drilling. The Project was subsequently returned to Arqueana. In 2012, RI-X obtained a controlling interest in Arqueana, and formed a new subsidiary company to Arqueana called Araçuaí Mineração whose name was later changed to SMSA. SMSA completed mapping, data compilation, a ground magnetic survey, channel sampling, and HQ core drilling. A heavy mineral separation (HMS) pilot plant was built during 2014–2015. Lithium-specific mining activities were conducted over at least five deposits in the Northern Complex, and four deposits in the Southern Complex.
In 2017 Sigma purchased a dense media separation (DMS) unit to produce a 6% Li2O spodumene concentrate. Sigma has completed ground reconnaissance, satellite image interpretation, geological mapping, channel and chip sampling, trenching, core drilling, Mineral Resource and Mineral Reserve estimation, and a feasibility study. Sigma initially focused on a geological assessment of available field data to prioritize the 200 known pegmatites that occur on the various properties for future evaluation. A ranking table that highlighted pegmatite volume, mineralogy and Li2O and Ta2O5 grade was established. Within the more prospective areas, Sigma concentrated its activities on detailed geological and mineralogical mapping of historically mined pegmatites, in particular, on the larger pegmatites.
| 1.5 | GEOLOGICAL SETTING AND MINERALIZATION |
The pegmatites in the Project area are classified as lithium–cesium–tantalum or LCT types. The Project area lies in the Eastern Brazilian Pegmatite Province (EBP) that encompasses a very large region of about 150,000 km2, stretching from the state of Bahia to Rio de Janeiro state.
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The pegmatite swarm is associated with the Neoproterozoic Araçuaí orogeny and has been divided into two main types: anatectic (directly formed from the partial melting of the country rock) or residual pegmatite (fluid rich silicate melts resulting from the fractional crystallization of a parent magma). The pegmatites in the Project area are interpreted to be residual pegmatites and are further classified as LCT types.
Pegmatite bodies are typically hosted in a grey biotite–quartz schist and form bodies that are generally concordant with the schist foliation but can also cross-cut foliation. The dikes are sub-horizontal to shallow-dipping sheeted tabular bodies, typically ranging in thickness from a few metres up to 40 m or more, and display a discontinuous, thin, fine-grained chilled margin. Typical pegmatite mineralogy consists of microcline, quartz, spodumene, albite and muscovite. Spodumene typically comprises about 28–30% of the dike, microcline and albite around 30–35%, and white micas about 5–7%. Locally, feldspar and spodumenes crystals can reach as much as 10–20 cm in length. Tantalite, columbite and cassiterite can occur in association with albite and quartz. The primary lithium-bearing minerals are spodumene and petalite. Spodumene can theoretically contain as much as 3.73% Li, equivalent to 8.03% Li2O, whereas petalite, can contain as much as 2.09% lithium, equivalent to 4.50% Li2O.
Features of the pegmatites where mineral resources have been estimated include:
| • | Xuxa: foliation concordant, strikes northwest–southeast, dips to the southeast at 40º to 45º, and is not zoned. The strike length is 1,700 m, averages 12–13 m in thickness and has been drill tested to 259 m in depth. Xuxa remains open to the west, east, and at depth |
| • | Barreiro: foliation discordant, strikes northeast–southwest, dips to the southeast at 30º to 35º, and is slightly zoned with a distinct spodumene zone as well as an albite zone. The pegmatite is about 600 m long (strike), 30–35 m wide, and 800 m along the dip direction. Barreiro remains open to the northeast and at depth |
| • | Murial: foliation discordant, strikes north–south, and has a variable westerly dip, ranging from 25º to 75º. The strike length is about 750 m, with a thickness of 15–20 m, and the down-dip dimension is 200 m. The pegmatite is zoned with a spodumene-rich intermediate zone and a central zone that contains both spodumene and petalite. The southern section of the pegmatite has lower lithium tenors than the norther portion of the dike. Murial remains open to the north, south, and at depth |
| • | Lavra do Meio: foliation concordant, strikes north–south, dips 75º–80º to the east. The strike length is 300 m with an average thickness of 12–15 m and a down-dip distance of 250 m. The pegmatite is zoned and contains both spodumene and petalite and remains open at depth. |
| 1.6 | EXPLORATION |
Sigma began working on the Project in June 2012, focusing on a geological assessment of available field data to prioritize the 200 known pegmatites that occur on the various properties for future evaluation. A ranking table that highlighted pegmatite volume, mineralogy and Li2O and Ta2O5 grade was established.
Within the more prospective areas, Sigma concentrated its activities on detailed geological and mineralogical mapping of historically mined pegmatites, in particular, on the larger pegmatites, Xuxa and Barreiro. These dikes were channel sampled and subsequently assessed for their lithium, tantalum and cassiterite potential. This work was followed by bulk sampling and drilling. In the southern complex area, Sigma geologists have visited sites of historical workings, and undertaken reconnaissance mapping and sampling activities. The Lavra Grande, Samambaia, Ananias, Lavra do Ramom and Lavra Antiga pegmatites were mined for spodumene and heavy minerals, and in some cases gem-quality crystals were targeted. These pegmatites are considered to warrant additional work.
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| 1.7 | DRILLING |
Drilling completed by Sigma across the Project area consists of 255 core holes totalling 42,959.76 m. To date, this drilling has concentrated on the Grota do Cirilo pegmatites. Drilling was at HQ core size (63.5 mm core diameter) in order to recover enough material for metallurgical testing. Drill spacing is variable by pegmatite, but typically was at 50 m with wider spacing at the edges of the drill pattern. Drill orientations were tailored as practicable to the strike and dip of the individual pegmatites. The drill hole intercepts range in thickness from approximately 85–95% of true width to near true width of the mineralization.
All core was photographed. Drill hole collars were picked up in the field using a Real Time Kinematic (RTK) global positioning system (GPS) instrument with an average accuracy of 0.01 cm. All drill holes were down-hole surveyed by Sigma personnel using the Reflex EZ-Track and Reflex Gyro instruments. Calibrations of tools were completed in 2017 and 2018.
Sampling intervals were determined by the geologist, marked and tagged based on lithology and mineralization observations. The typical sampling length was 1 m but varied according to lithological contacts between the mineralized pegmatite and the host rock. In general, 1-2 m host rock samples were collected from each side that contacts the pegmatite.
Sigma conducted HQ drilling programs in 2014, 2017, and 2018 on selected pegmatite targets. The drill programs have used industry-standard protocols that include core logging, core photography, core recovery measurements, and collar and downhole survey measurements. There are no drilling, sampling or recovery factors that could materially impact the accuracy and reliability of the results in any of the drill campaigns. Drill results from Grota do Cirilo property support the Mineral Resource estimates and the feasibility study.
| 1.8 | SAMPLE PREPARATION, ANALYSES AND SECURITY |
Sampling intervals were determined by the geologist, marked and tagged based on lithology and mineralization observations. The typical sampling length was 1 m but varied according to lithological contacts between the mineralized pegmatite and the host rock. In general, 1 m host rock samples were collected from each side that contacts the pegmatite.
All samples collected by SMSA during the course of the 2012–2018 exploration programs were sent to the SGS Geosol laboratory (SGS Geosol) located in the city of Belo Horizonte, Brazil. A portion of the 2017–2018 sample pulps were prepared by ALS Brazil Ltda. in Vespasiano, Brazil (ALS Vespasiano) and shipped to ALS Canada Inc. Chemex Laboratory (ALS Chemex) in North Vancouver, BC, Canada for cross check validation. A portion of the 2014 samples were resampled by the QP and sent for validation to the SGS Lakefield Laboratory (SGS Lakefield) in Lakefield Canada. All laboratories, including ALS Chemex, ALS Vespasiano, SGS Lakefield and SGS Geosol are ISO/IEC 17025 accredited. The SGS Geosol laboratory is ISO 14001 and 17025 accredited by the Standards Council. All laboratories used for the technical report are independent from SMSA and Sigma and provide services to SMSA pursuant to arm’s length service contracts.
Sample preparation conducted at SGS Geosol consisted of drying, crushing to 75% passing 3 mm using jaw crushers, and pulverizing to 95% passing 150 mesh (106 µm) using a ring and puck mill or a single component ring mill. In 2017, SGS Geosol performed 55-element analysis using sodium peroxide fusion followed by both inductively coupled plasma optical emission spectrometry (ICP-OES) and inductively coupled plasma mass spectrometry (ICP-MS) finish (SGS code ICM90A). This method uses 10 g of the pulp material and returns different detection limits for each element and includes a 10 ppm lower limit detection for Li and a 10,000 ppm upper limit detection for Li. In 2018, SGS Geosol used a 31-element analytical package using sodium peroxide fusion followed by both Inductively Coupled Plasma Atomic Emission Spectrometry (ICP-AES) and ICP-MS finish (SGS code ICP90A).
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Sample preparation at ALS Vespasiano comprised drying, crushing to 70% passing 2 mm using jaw crushers, and pulverizing to 85% passing 200 mesh (75 µm) using a ring and puck mill or a single component ring mill. Lithium and boron were determined by sodium peroxide fusion followed by ICP-AES analysis (ALS Chemex method ME-ICP82b).
The 2017 witness samples collected on the 2014 drill core were analyzed at SGS Lakefield using sodium peroxide fusion followed by both ICP-OES and ICP-MS finish (SGS code ICM90A).
In addition to the laboratory quality assurance quality control (QA/QC) routinely implemented by SGS Geosol and ALS Chemex using pulp duplicate analysis, SMSA developed an internal QA/QC protocol for the Xuxa drilling, which consisted of the insertion of analytical standard reference materials (standards), blanks and core duplicates on a systematic basis with the samples shipped to the analytical laboratories. In 2017, Sigma also sent pulps from selected mineralized intersections to ALS Chemex for reanalysis. No pulp reanalysis was performed by Sigma in 2013 and 2014. A total of 664 pulp samples from the 2017 Xuxa drilling program were sent to ALS Vespasiano for third-party verification.
SMSA inserted standards in sample batches during the 2014 and 2017–2018 sampling programs. During the 2014 campaign, the standard used was made of locally sourced and prepared pegmatite and was not certified. SMSA inserted an uncertified standard into the sample stream for every 25 samples for a total of five uncertified standards inserted. The 2017–2018 campaign used seven certified standards from African Mineral Standards (AMIS), an international supplier of certified reference materials. A total of 88 standards were inserted during the 2017 campaign and 315 were inserted during the 2018 campaign. Results were considered acceptable and no material accuracy issues were noted.
During the 2017–2018 campaign SMSA included insertion of analytical blanks in the sample series as part of their internal QA/QC protocol. The blank samples, which are made of fine silica powder provided by AMIS, are inserted an average of one for every 20 samples by the SMSA geologist and subsequently sent to SGS Geosol. The same procedure was used by SMSA for the 2014 drilling campaign. A total of 647 analytical blanks were analysed during the 2014 and 2017–2018 exploration programs. Results were considered acceptable and no material contamination issues were noted.
SMSA inserted core duplicates every 20th sample in the sample series as part of their internal QA/QC protocol. The sample duplicates correspond to a quarter HQ core from the sample left behind for reference, or a representative channel sample from the secondary channel cut parallel to the main channel. Assay results were considered acceptable between the two sample sets.
Bulk densities of the lithologies were measured by SGS Geosol by pycnometer measurement. Measurements were by lithology with special attention to the lithium bearing pegmatite. Separate measurements were made for the Xuxa and Barreiro deposits.
A total of 188 measurements were made on Xuxa core from 2017–2018. Of the 188 measurements, 24 were made on albite-altered pegmatite, 54 on schist, and 110 on lithium-bearing pegmatite. For Barreiro, a total of 401 measurements were made on core from the 2018 drill program. Of the 401 measurements, 82 were made on albite-altered pegmatite, 177 on schist, and 142 on lithium-bearing pegmatite. For Murial, a total of 134 measurements were made by the same method on core from the 2018 drill program. Of the 134 measurements, 32 were made on the albite-altered pegmatite, 58 on the schist and 44 on the lithium bearing pegmatite. For Lavra do Meio, a total of 51 measurement were made by the same method on core from the 2018 drill program. Of the 51 measurements, nine were made on the albite altered pegmatite, 22 on the schist and 20 on the lithium bearing pegmatite.
In 2017, SGS validated the exploration processes and core sampling procedures used by SMSA as part of an independent verification program. The QP concluded that the drill core handling, logging and sampling protocols are at conventional industry standard and conform to generally accept best practices. The chain of custody was followed by SMSA employees and the sample security procedure showed no flaws. The QP considers that the sample quality is good and that the samples are generally representative.
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As additional QAQC, SMSA sent 664 samples from the 2017-2018 Grota do Cirillo drilling campaign to ALS Chemex for analysis using the protocol ME-ICP82b with sodium peroxide fusion. Preparation was done by ALS Vespasiano and the samples were subsequently shipped to Vancouver. The average Li concentration for the original was 6,411.4 ppm Li while the duplicate average was 6,475.9 ppm Li. This indicates a slight bias of the ALS Chemex duplicates which is well within the accepted margin of error.
Overall, the QP is confident that the system is appropriate for the collection of data suitable for a Mineral Resource estimate and can support Mineral Reserve estimates and mine planning.
| 1.9 | DATA VERIFICATION |
Visits to the Project site were conducted by Marc-Antoine Laporte, P.Geo., M.Sc. from September 11 to September 15, 2017, from July 11 to July 17, 2018 and from September 18 to 23, 2018. These visits enabled the QP to become familiar with the exploration methods used by SMSA, the field conditions, the position of the drill hole collars, the core storage and logging facilities and the different exploration targets.
The database for the Project was first transmitted to SGS by Sigma on September 15, 2017 and was regularly updated by Sigma geologists. The database contains data for: collar locations; downhole surveys; lithologies and lithium assays. Upon importation of the data into the modelling and mineral resources estimation software (Genesis©), SGS conducted a second phase of data validation where all the major discrepancies were removed from the database. Finally, SGS conducted random checks on approximately 5% of the assay certificates, to validate the assay values entered in the database.
Witness samples were taken from previously sampled intervals and the half cores were cut to quarter cores. A total of nine mineralized intervals were sampled to compare the average grade for the two different laboratories. The average for the original samples is 1.61 % Li2O while the average for the control samples is 1.59 % Li2O. The average grade difference is 0.02% which makes a relative difference of 1.28% between the original and the control samples.
Following the data verification process and QA/QC review, the QP is of the opinion that the sample preparation, analysis and QA/QC protocol used by SMSA for the Project follow generally accepted industry standards and that the Project data is of a sufficient quality. However, more attention should be put into the blank material selection in the future in order improve the similarity between the batches.
| 1.10 | MINERAL PROCESSING AND METALLURGICAL TESTING |
Drill core samples from the Xuxa pegmatite deposit were processed at the SGS Lakefield facility in October 2018, while samples from Barreiro were tested between November 2020 and May 2021. Work conducted on the Xuxa samples included comminution, heavy liquid separation (HLS), REFLUX™ classifier, DMS and magnetic separation, while the Barreiro test work program included sample characterization, grindability testing and heavy liquid separation (HLS).
1.10.1 Xuxa
Drill core samples were selected and combined into six variability (Var) samples for a test work program comprising of mineralogical analyses, grindability, HLS, REFLUX™ classifier, DMS, and magnetic separation testing. Flowsheets for lithium beneficiation were developed in conjunction with the testwork. The goal was to produce spodumene concentrate grading a minimum 6% Li2O and maximum 1% Fe2O3 while maximizing lithium recovery.
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Four HLS tests, at four crush sizes (15.9 mm, 12.5 mm, 9.5 mm, and 6.3 mm) were carried out on each of the six variability samples to evaluate the recovery. The 9.5 mm crush size was selected as the optimum crush size for DMS test work, as it results in the highest lithium recovery with minimal fines generation.
The DMS variability samples were each crushed to -9.5 mm and screened into four size fractions: coarse (-9.5/+6.3 mm), fines (-6.3/+1.7 mm), ultrafines (-1.7/+0.5 mm) and hypofines (-0.5 mm). The coarse, fines and ultrafines fractions of each variability sample were then processed separately for lithium beneficiation. The REFLUX™ classifier test work was carried out with a RC-100 unit for mica rejection from the fines and ultrafines fractions only. This test work was conducted at FLSmidth’s Minerals Testing and Research Center in Utah, USA.
The coarse and fines REFLUX™ classifier underflow and ultrafines RC underflow of each variability sample were processed separately through DMS. The DMS concentrate from each of these fractions underwent a magnetic separation step at 10,000 Gauss.
The DMS test work flowsheet for the coarse and fines fractions included two passes through the DMS; the first at a lower specific gravity (SG) cut-point (~2.65) to reject silicate gangue and the second at a higher specific gravity (SG) cut-point (~2.90) to generate spodumene concentrate. The coarse DMS middlings were re-crushed to -3.3 mm and a two stage HLS test conducted. The ultrafines DMS test work flowsheet included only a single pass through the DMS circuit at a high SG cut-point (~2.90) to generate spodumene concentrate.
The DMS test results demonstrated that DMS was able to produce spodumene concentrate with >6% Li2O in most of the tests, for an average recovery of 60.4%.
The Var 3 and Var 4 samples were determined to best represent the deposit.
1.10.2 Barreiro
Four variability and one composite sample were tested for Barreiro, with the goals of the program to provide preliminary process information on the metallurgical performance of mineralized material samples from the Barreiro deposit. The test work program was developed based on previous test work and flowsheet developed for the Xuxa deposit. The aim of the test work program was to produce chemical grade spodumene concentrate (>6% Li2O) with low iron content (<1% Fe2O3), while maximizing lithium recovery.
Two sets of HLS tests were undertaken. The first set was conducted using the Composite to test optimal crush size (i.e., top size of 15.9 mm, 12.5 mm, 10.0 mm, and 6.3 mm). HLS tests were then performed on each variability sample at the optimum crush size. The fine fraction (i.e., -0.5 mm) was screened out from each sub-sample and the oversize fraction was submitted for HLS testing. A crush size of -10 mm was determined to be optimal and variability HLS testing was undertaken at this crush size. Interpolated stage recoveries (6% Li2O concentrate) for the four variability samples ranged from 56.0% to 77.3%.
In all four variability samples, HLS tests produced >6% Li2O spodumene concentrate with low iron content (<1.0% Fe2O3).
| 1.11 | MINERAL RESOURCE ESTIMATES |
Mineral Resources for the Grota do Cirilo pegmatite were estimated using a computerised resource block model. Three-dimensional wireframe solids of the mineralisation were defined using drill hole Li2O analytical data.
Data were composited to 1 m composite lengths, based on the north–south width of the block size defined for the resource block model. Compositing starts at the schist-pegmatite contact. No capping was applied on the analytical composite data. The Xuxa models used a 6 m x 3 m x 5 m block size. Murial and Lavra do Meio models used a 5 m x 3 m x 5 m block size and the Barreiro model used a 5 m x 5 m x 5 m block. Average densities were applied to blocks, which varied by pegmatite, from 2.65 t/m3 at Lavra do Meio to 2.71 t/m3 at Barreiro.
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Variography was undertaken for Xuxa, Barreiro and LDM and the projection and Z-axis rescaling were done according to the mineralization orientation.
The grade interpolation for the Xuxa, Barreiro and Lavra do Meio resource block models were completed using ordinary kriging (OK). The Murial model was estimated using an inverse distance weighting to the second power (ID2) methodology. The interpolation process was conducted using three successive passes with more inclusive search conditions from the first pass to the next until most blocks were interpolated, as follows:
Pass 1:
Xuxa: search ellipsoid distance of 75 m (long axis) by 75 m (intermediate axis) and 25 m (short axis) with an orientation of 130° azimuth and -50° dip to the southeast; minimum of seven composites, a maximum of 15 composites and a minimum of three drill holes
Barreiro: search ellipsoid distance of 55 m (long axis) by 55 m (intermediate axis) and 25 m (short axis) with an orientation of 155° azimuth and -35° dip to the southeast; a minimum of seven composites, a maximum of 15 composites and a minimum of three drill holes
Murial: 75 m (long axis) by 75 m (intermediate axis) and 35 m (short axis) with an orientation of 95° azimuth and -80° dip to the west; minimum of seven composites, a maximum of 15 composites and a minimum of three drill holes
Lavra do Meio: 50 m (long axis) by 50 m (intermediate axis) and 25 m (short axis) with an orientation of 280° azimuth and -75° dip to the east; minimum of five composites, a maximum of 15 composites and a minimum of three drill holes
Pass 2:
Xuxa: twice the search distance of the first pass; minimum of seven composites, a maximum of 15 composites and a minimum of three drill holes
Barreiro: twice the search distance of the first pass; a minimum of seven composites, a maximum of 15 composites and a minimum of three drill holes
Murial: twice the search distance of the first pass; minimum of seven composites, a maximum of 15 composites and a minimum of three drill holes
Lavra do Meio: twice the search distance of the first pass; minimum of five composites, a maximum of 15 composites and a minimum of three drill holes
Pass 3:
Xuxa: 300 m (long axis) by 300 m (intermediate axis) by 100 m (short axis) with a minimum of seven composites, a maximum of 25 composites and a minimum of three drill holes
Barreiro: 250 m (long axis) by 250 m (intermediate axis) by 100 m (short axis) with a minimum of seven composites, a maximum of 25 composites and no minimum number of drill holes
Murial: 200 m (long axis) by 200 m (intermediate axis) by 100 m (short axis) with a minimum of seven composites, a maximum of 20 composites and no minimum number of drill holes
Lavra do Meio: 125 m (long axis) by 125 m (intermediate axis) by 75 m (short axis) with a minimum of five composites, a maximum of 15 composites and no minimum composites required per drill hole.
The estimates and models were validated by statistically comparing block model grades to the assay and composite grades, and by comparing block values to the composite values located inside the interpolated blocks. The estimates were considered reasonable.
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Mineral Resources are classified into Measured, Indicated and Inferred categories. The Mineral Resource classification is based on the density of analytical information, the grade variability and spatial continuity of mineralization. The Mineral Resources were classified in two successive stages: automated classification, followed by manual editing of final classification results. Classifications were based on the following:
Measured Mineral Resources
Xuxa: the search ellipsoid used was 50 m (strike) by 50 m (dip) by 25 m with a minimum of seven composites in at least three different drill holes
Barreiro, Murial, and Lavra do Meio: the search ellipsoid was 55 m (strike) by 55 m (dip) by 35 m with a minimum of five composites in at least three different drill holes
Indicated Mineral Resources
In all deposits, the search ellipsoid was twice the size of the Measured category ellipsoid using the same composites selection criteria
Inferred Mineral Resources
In all deposits, all remaining blocks.
The conceptual economic parameters were used to assess reasonable prospects of eventual economic extraction. A series of economic parameters were estimated to represent the production cost and economic prospectivity of an open pit mining operation in Brazil and came either from SGS Canada or SMSA. These parameters are believed to be sufficient to include all block models in future open pit mine planning, due mostly to the relatively low mining costs in Brazil.
The Mineral Resource estimates for Grota do Cirilo are reported in Table 1-1 to
Table 1-4 using a 0.5% Li2O cut-off. The Mineral Resource estimates are constrained by the topography and are based on the conceptual economic parameters. The estimate has an effective date of January 10, 2019. The QP for the estimate is Mr. Marc-Antoine Laporte, P.Geo., an SGS employee.
Table 1-1 – Xuxa Deposit Mineral Resource Estimate
| Cut-off Grade | Tonnage | Average Grade | |||||||||
| Li2O (%) | Category | (t) | Li2O (%) | ||||||||
| 0.5 | Measured | 10,193,000 | 1.59 | ||||||||
| 0.5 | Indicated | 7,221,000 | 1.49 | ||||||||
| 0.5 | Measured + Indicated | 17,414,000 | 1.55 | ||||||||
| 0.5 | Inferred | 3,802,000 | 1.58 | ||||||||
Notes to accompany Table 1.1 Xuxa Deposit Mineral Resource Estimate:
| 1. | Mineral Resources have an effective date of January 10, 2019 and have been classified using the 2014 CIM Definition Standards. The Qualified Person for the estimate is Mr. Marc-Antoine Laporte, P.Geo., an SGS employee. |
| 2. | Mineral Resources are reported assuming open pit mining methods, and the following assumptions: lithium concentrate (6% Li2O) price of US$1,000/t, mining costs of US$2/t for mineralization and waste, US$1.2/t for overburden, crushing and processing costs of US$12/t, general and administrative (G&A) costs of US$4/t, concentrate recovery of 85%, 2% royalty payment, pit slope angles of 55º, and an overall cut-off grade of 0.5% Li2O. |
| 3. | Tonnages and grades have been rounded in accordance with reporting guidelines. Totals may not sum due to rounding. |
| 4. | Mineral Resources are reported inclusive of those Mineral Resources converted to Mineral Reserves. Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability. |
| 5. | Long-term lithium concentrate price of $1,000/t assumes processing cost of US$12/t and metallurgical recovery of 85%. |
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Table 1-2 – Barreiro Deposit Mineral Resource Estimate
| Cut-off Grade | Tonnage | Average Grade | ||||||||||
| Li2O (%) | Category | (t) | Li2O (%) | |||||||||
| 0.5 | Measured | 10,313,000 | 1.4 | |||||||||
| 0.5 | Indicated | 10,172,000 | 1.46 | |||||||||
| 0.5 | Measured + Indicated | 20,485,000 | 1.43 | |||||||||
| 0.5 | Inferred | 1,909,000 | 1.44 | |||||||||
Notes to accompany Table 1.2 Barreiro Deposit Mineral Resource Estimate
| 1. | Mineral Resources have an effective date of January 10, 2019 and have been classified using the 2014 CIM Definition Standards. The Qualified Person for the estimate is Mr. Marc-Antoine Laporte, P.Geo., an SGS employee. |
| 2. | Mineral Resources are reported assuming open pit mining methods, and the following assumptions: lithium concentrate (6% Li2O) price of US$1,000/t, mining costs of US$2/t for mineralization and waste, US$1.2/t for overburden, crushing and processing costs of US$12/t, general and administrative (G&A) costs of US$4/t, concentrate recovery of 85%, 2% royalty payment, pit slope angles of 55º, and an overall cut-off grade of 0.5% Li2O. |
| 3. | Tonnages and grades have been rounded in accordance with reporting guidelines. Totals may not sum due to rounding. |
| 4. | Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability. |
| 5. | Long-term lithium concentrate price of $1,000/t assumes processing cost of US$12/t and metallurgical recovery of 85%. |
Table 1-3 – Murial Deposit Mineral Resource Estimate
| Cut-off Grade | Tonnage | Average Grade | ||||||||||
| Li2O (%) | Category | (t) | Li2O (%) | |||||||||
| 0.5 | Measured | 4,175,000 | 1.17 | |||||||||
| 0.5 | Indicated | 1,389,000 | 1.04 | |||||||||
| 0.5 | Measured + Indicated | 5,564,000 | 1.14 | |||||||||
| 0.5 | Inferred | 669,000 | 1.06 | |||||||||
Notes to accompany Table 1.3 Murial Deposit Mineral Resource Estimate
| 1. | Mineral Resources have an effective date of January 10, 2019 and have been classified using the 2014 CIM Definition Standards. The Qualified Person for the estimate is Mr. Marc-Antoine Laporte, P.Geo., an SGS employee. |
| 2. | Mineral Resources are reported assuming open pit mining methods, and the following assumptions: lithium concentrate (6% Li2O) price of US$1,000/t, mining costs of US$2/t for mineralization and waste, US$1.2/t for overburden, crushing and processing costs of US$12/t, general and administrative (G&A) costs of US$4/t, concentrate recovery of 85%, 2% royalty payment, pit slope angles of 55º, and an overall cut-off grade of 0.5% Li2O. |
| 3. | Tonnages and grades have been rounded in accordance with reporting guidelines. Totals may not sum due to rounding. |
| 4. | Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability |
| 5. | Long-term lithium concentrate price of $1,000/t assumes processing cost of US$12/t and metallurgical recovery of 85%. |
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Table 1-4 – Lavra do Meio Deposit Mineral Resource Estimate
| Average | |||||||||||
| Cut-off Grade | Tonnage | Grade Li2O | |||||||||
| Li2O (%) | Category | (t) | (%) | ||||||||
| 0.5 | Measured | 1,626,000 | 1.16 | ||||||||
| 0.5 | Indicated | 649,000 | 0.93 | ||||||||
| 0.5 | Measured + Indicated | 2,275,000 | 1.09 | ||||||||
| 0.5 | Inferred | 261,000 | 0.87 | ||||||||
Notes to accompany Table 1.4 Lavra do Meio Deposit Mineral Resource Estimate
| 1. | Mineral Resources have an effective date of January 10, 2019 and have been classified using the 2014 CIM Definition Standards. The Qualified Person for the estimate is Mr. Marc-Antoine Laporte, P.Geo., an SGS employee. |
| 2. | Mineral Resources are reported assuming open pit mining methods, and the following assumptions: lithium concentrate (6% Li2O) price of US$1,000/t, mining costs of US$2/t for mineralization and waste, US$1.2/t for overburden, crushing and processing costs of US$12/t, general and administrative (G&A) costs of US$4/t, concentrate recovery of 85%, 2% royalty payment, pit slope angles of 55º, and an overall cut-off grade of 0.5% Li2O. |
| 3. | Tonnages and grades have been rounded in accordance with reporting guidelines. Totals may not sum due to rounding. |
| 4. | Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability. |
| 5. | Long-term lithium concentrate price of $1,000/tonne assumes processing cost of US$12/t and metallurgical recovery of 85%. |
Factors that can affect Grota do Cirilo Mineral Resource estimates include but are not limited to:
| • | Changes to the modelling method or approach |
| • | Changes to geotechnical assumptions, in particular, the pit slope angles |
| • | Metallurgical recovery assumption that are based on preliminary test results |
| • | Changes to any of the social, political, economic, permitting, and environmental assumptions considered when evaluating reasonable prospects for eventual economic extraction. |
Mineral Resource estimates can also be affected by the market value of lithium and lithium compounds.
| 1.12 | MINERAL RESERVE ESTIMATES |
Xuxa Mineral Reserve estimates have an effective date of 5 June 2019 and have been converted from Measured and Indicated Mineral Resources. The key parameters upon which the 5 June 2019 Mineral Reserve estimates were defined are summarized in Table 1-5.
Table 1-5 – Parameters Used in Xuxa Pit Optimization
| Parameter | Value | |
| Lithium concentrate price | US$700/t concentrate | |
| Royalties (CFEM) | 2% of revenue | |
| Exchange rate | 3.7 BRL/ US$ | |
| Costs | ||
| Mining | US$2.15/t mined | |
| Processing | US$10.51 /t ore | |
| G&A | US$3,809,106/ year |
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| Parameter | Value | |
| Logistics | US$82/t concentrate wet | |
| Plant recovery | 60.4% | |
| Concentrate grade | 6% | |
| Mining recovery | 100% | |
| Dilution | 9.3% | |
| Overall Pit slopes | 33.6° – 53° |
Note: CFEM is the Brazilian government royalty
The total Proven and Probable Mineral Reserves are as presented in Table 1-6.
Table 1-6 – Xuxa Mineral Reserves
| Reserve | Tonnage (t) | Li2O (%) | ||||||
| Proven | 10,270,000 | 1.45 | ||||||
| Probable | 3,520,000 | 1.47 | ||||||
| TOTAL | 13,790,000 | 1.46 | ||||||
Note to accompany Mineral Reserves table:
| 1. | Mineral Reserves have an effective date of 5 June 2019. The Qualified Person for the estimate is Porfirio Cabaleiro Rodriguez, FAIG, an employee of GE21. |
| 2. | Mineral Reserves are confined within an optimized pit shell that uses the following parameters: lithium concentrate price: US$700/t concentrate; mining costs: US$2.15/t mined; processing costs: US$10.51/t processed; general and administrative costs: US$3.8 M/a; logistics costs: US$82/t wet concentrate; process recovery of 60.4%; mining dilution of 9%; pit inter-ramp angles that range from 40.5 – 74.8º. |
| 3. | Tonnages and grades have been rounded in accordance with reporting guidelines. Totals may not sum due to rounding. |
The existing high voltage transmission line at Pit 1 will need to be relocated in Year 2 so as not to interfere with the mining of the pit’s northern part. Sigma has been given the legal authority to relocate the line by 150 m.
Sigma has not purchased the surface rights for Pit 2 but has applied to the ANM (Brazilian mining regulatory agency) for the granting of authority to mine the area. Pit 2 will come into operation 1.5 years after plant start-up.
| 1.13 | MINING METHODS |
1.13.1 Xuxa
Sigma has undertaken a program of resource drilling for the Xuxa deposit. Most of these drill holes have been geotechnically logged for structural data. The geotechnical data logged from these holes has been analyzed to provide estimates of slope stability, using industry standard empirical techniques.
The mine layout and operation are based on the following criteria:
Two independent open pits areas: Pit 1 in the north and Pit 2 in the south
Single access from both pits to the mine infrastructure pad and the processing plant
Low height ore benches to reduce mine dilution and maximize mine recovery
Pre-splitting of the ore zone to reduce mine dilution
Elevated inter-ramp angles for the waste to reduce strip ratio.
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The basis for the scheduling includes:
Six months of pre-stripping to liberate the ore
Mining of Pit 1 first as this is closer to the processing plant and is also included in the current environmental license process
Disposal of the waste rock at the start of operation at pile 1 (close to processing plant) and pile 2
Commence disposal of waste rock at pile 3 after one year and three months from the start of the operation
Commence mining of Pit 2 from Year 3 onwards
Mine both pits in conjunction from Year 3 to Year 6 to reduce the drop-down rate and to facilitate the 1.5 Mtpa production rate
The planned open pit mine life is nine years and three months
The mining fleet is based on off-highway trucks for the waste movement and road trucks for the ore to be operated by a mining contractor.
1.13.2 Barreiro
GE21, based on the Mineral Resource, prepared a Preliminary Economic Assessment (“PEA”) for the Barreiro deposit.
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
It is noted that the Company has not yet made a production decision in respect of the Barreiro deposit. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Barreiro deposit. All statements regarding mine development or production in respect of the Barreiro deposit in this report are expressly qualified by this statement.
The mine layout and operation are based on the following criteria:
| • | A single open pit on the Barreiro pegmatite |
| • | Low height mineralized material benches to reduce mine dilution and maximize mine recovery |
| • | Pre-splitting of the mineralized material to reduce mine dilution |
| • | Elevated inter-ramp angles for the waste to reduce strip ratio |
The basis for the scheduling includes:
| • | Pre-stripping the pit to liberate mineralized material | |
| • | Pit cut-backs in years 5 and 6 to expand and deepen pit | |
| • | Mining at a rate of 1.68 Mtpa |
| • | The planned open pit mine life is 12 years and eight months |
| • | The mining fleet is based on off-highway trucks for the waste movement and road trucks for the mineralized material to be operated by a mining contractor |
| 1.14 | RECOVERY METHODS |
The Xuxa concentrator plant is designed to produce a minimum 6.0% Li2O spodumene concentrate from an ore grade of 1.46% Li2O (diluted) with an average iron content of 0.97%, using DMS.
If a positive production decision is made for Barreiro, a second DMS concentrator plant would be constructed to process the Barreiro mineralized material. This plant would produce a minimum 6.0% Li2O spodumene concentrate from a mineralized material grade of 1.44% Li2O (diluted) with an average iron content of 0.97%.
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1.14.1 Processing Plant Description
The Xuxa plant throughput capacity is based on 1.5 Mtpa (dry) of ore fed to the crushing circuit. The in-house crushing circuit is sized for 3.0 Mtpa, which will accommodate the additional mineralized material from Barreiro, if developed. The Xuxa wet plant (DMS) is sized for 1.5 Mtpa throughput capacity, while the possible Barreiro DMS is based on a 1.68 Mtpa throughput capacity.
The concentrator plants are designed based on a proven DMS circuit and include three-stage conventional crushing and screen circuit, up-flow classification for mica removal, two-stage coarse DMS circuit, two-stage fines DMS circuit, single-stage ultrafines circuit, as well as magnetic separation and optical sorting on the final product stream.
1.14.2 Design Criteria and Utilities Requirements
The data for the feasibility study engineering and design were sourced from metallurgical test-work conducted at SGS Lakefield. Recovery data are based on results from variability samples #3 and #4. The mass balance, process design criteria and process flow diagrams were developed based on these test work data.
The utilities consumption requirements are approximately 6.7 MW for the process plant and 1.5 MW for non-process infrastructure at the process plant.
The raw water consumption for process water is nominal a 23 m3/hr (make-up raw water requirement).
The process water will be recycled within the plant using a thickener, where all fines slurry streams will be directed and recovered. This water will be pumped to the process water tank and recycled to the circuits.
Consumables will include reagents and operational consumables for the crushing circuit and the DMS plant.
| 1.15 | PROJECT INFRASTRUCTURE |
The Xuxa project infrastructure will be constructed on earthworks pads for the mineral processing plant, the mine operation support units, the open pits of the mines and the areas of waste rock and tailings disposal.
If developed, the Barreiro project will utilise the infrastructure developed for the Xuxa project.
1.15.1 Buildings, Roads, Fuel Storage, Power Supply and Water Supply
Access to the processing plant will be by municipal road linking BR367 within the communities of Poço D’antas and Taquaril Seco. The current road will be suitable for truck traffic; however, construction of a new section of the road will be necessary to bypass the plant.
The plant and mine services areas will have administrative buildings such as offices, changeroom, cafeteria, concierge, clinic, fire emergency services and operation support facilities such as workshops and warehouses.
Fuel will be stored and dispensed from a fuel facility located at the mine services area.
Power will be supplied from the existing power grid line. Two main sub-stations (CEMIG and plant) will be installed to supply power to the plant, the mine services area and associated infrastructure.
Raw water will be supplied from the Jequitinhonha River, treated as necessary and reticulated within the plant for process, potable and firewater needs.
1.15.2 Waste Rock and Tailings Disposal and Stockpiles
At Xuxa, waste rock and tailings will be stored in two piles in the initial years of operation. Waste pile 1 will be located near the process area (both in the Olimpio area) and will be used for co-disposal of waste rock and tailings generated from the plant.
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Waste pile 2 will be located to the south, in the Gilson area.
Both piles will have 25m wide access ramps with maximum gradients of 10%.
Waste piles 3 and 4 will be located adjacent to the north and south pits respectively. Table 1-7 provides the projected storage requirements.
Table 1-7 – Waste Pile Storage
| Waste Rock | Tailings | Waste & Tailings Total | ||||||||||||
| m3 | m3 | Mt | Years - Storage | |||||||||||
| Waste pile #1 | 7,845,000 | 567,400 | 17 (Note 1) | 1.3 | ||||||||||
| Waste pile #2 | 456,731 (Note 2) | 39,879 | 1.0 | 1.3 | ||||||||||
| Waste pile #3 | 17,399,267 | 8,582,001 | 88.26 | 4.5 | ||||||||||
| Waste pile #4 | 26,776,556 | - | 101.14 | 5.2 | ||||||||||
Note 1: approximately 6.0 Mt of mine pre-stripping (first 2 quarters of mine production) will be disposed of at waste pile 1
Note 2: 314,072 m3 will be clear and grub from the process area and mine services area and 142,659 m3 from the earthworks cut material.
1.15.3 Control Systems and Communication
A process control system (PCS) including a main plant SCADA system will be installed for monitoring and control purposes.
The telecommunications network will consist of the telecommunications network, access control system and RFID.
| 1.16 | MARKET STUDIES AND CONTRACTS |
The key information contained in the market study was prepared by Roskill Consulting Group Ltd (Roskill).
1.16.1 Demand and Consumption
The short-, medium- and long-term outlook for lithium consumption appears strong, with overall consumption growth forecast at 15.2% per annum, and demand growth 14.5% per annum, to 2033 in the base-case scenario. Growth will be higher in the shorter-term, at 22.7% per annum to 2023, and then slow to 14.0% per annum from 2023 to 2028, and 9% per annum from 2028 to 2033, as the market matures.
There are, however, considerable upside and downside risks to the outlook for growth in consumption of lithium to 2028, dependant on the global economic growth and the demand of Li-ion battery-powered hybrid and electric vehicles (xEVs).
1.16.2 Supply
At end-2018, global nameplate production capacity for mining lithium totalled 588,540 tpa lithium carbonate equivalent (LCE). Based on announced capacity expansions and new project schedules, lithium mine production capacity is forecast to increase to almost 1.0 Mtpa LCE by 2022. The largest additions to mine capacity are in Australia for mineral-based production and Chile for brine-based production. Additional mine capacity will be required from the mid/late-2020s.
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1.16.3 Contracts
Sigma has entered into a binding heads of agreement (the Agreement) for a strategic offtake and funding partnership with Mitsui & Co., Ltd. of Japan (Mitsui) for a significant portion of the funding required for the capital expenditures and project construction.
Pursuant to the Agreement, Mitsui and Sigma have agreed terms on:
Production pre-payment to Sigma of US$30,000,000 for battery-grade lithium concentrate supply of up to 55,000 t annually over six years, extendable for five years plus an off-take agreement supplementary 25,000 t of product annually
Advancement of deposit for long-lead items for the project
Strategic collaboration to leverage Mitsui’s considerable global logistics and battery materials marketing expertise as well as an agreement to continue discussions regarding additional funding for further exploration and development of Sigma’s mineral properties
Mitsui’s right to participate in Sigma’s future capital for production expansion with other deposits conditional to concluding a feasibility study and Mineral Reserves estimates
Sales prices are set quarterly based on the published price of nominal arms-length chemical-spodumene concentrate above 6% Li2O (SC6).
Sigma is currently in negotiations with further potential off-take customers for the balance of its annual production. Currently, Sigma has no other agreements in place.
Sigma has no contracts in place in support of operations. Any future contracts are likely to be negotiated and renewed on an annual or biannual basis. Contract terms are expected to be typical of similar contracts in Minas Gerais State.
1.16.4 Price Forecast
Sigma is using the 10-year Roskill forecast for the average spodumene concentrate nominal arms-length sales price of US$750 US (cost, insurance and freight (CIF) delivered to Port of Shanghai, China) in the economic assessment.
| 1.17 | ENVIRONMENTAL STUDIES, PERMITTING AND SOCIAL OR COMMUNITY IMPACT |
Conselho Estadual de Politica Ambiental (COPAM) granted an Operation License in support of certain SMSA mining concessions on the Grota do Cirilo property on August 25, 1994. The licence was renewed on August 14, 2008 but has subsequently been allowed to lapse as it was not suitable for the new level of mining contemplated by Sigma. Sigma applied and was issued the first phase of the Preliminary License (Licença Previa or LP) and an Installation License (Licença de Instalação or LI) to commence construction at the Xuxa deposit. Mining licenses are for life of mine and environmental licences are timely renewed when due.
Sigma holds approved economic mining plans (Plano de Aproveitamento Econômico or PAE) over the Xuxa, Barreiro, Lavra do Meio, Murial, Maxixe and Nezinho do Chicâo deposits within the Grota do Cirilo property. The PAE for Xuxa was updated and approved in August 2018.
Reclamation plans (referred to as degraded area plans or PRADs) have been developed and implemented for certain past-producing areas within the Grota do Cirilo property. The successful recovery of these areas is managed by SMSA personnel and external consultants in conjunction with the governing regulatory agencies.
Sigma has held regular meetings and consultation sessions with local stakeholders regularly over the last five years. The further development of SMSA mining activities in the Jequitinhonha Valley is viewed by both communities as an important regional economic driver.
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1.17.1 Applicable Legal Requirements for Project Environmental Permitting
CONAMA Resolution N° 237 (1997) defines environmental licensing as an administrative procedure by which the competent environmental agency permits the locating, installation, expansion and operation of enterprises and activities that use environmental resources in a manner considered to be effectively or potentially polluting.
The licensing process in Minas Gerais has been developed in accordance with COPAM Regulatory Deliberation N° 217, dated December 6, 2017 and establishes classification criteria based on scale and polluting potential, as well as the locational criteria used to define the modalities of environmental licensing of ventures and activities that use environmental resources in the state of Minas Gerais.
In compliance with CONAMA Resolution 09/90, the environmental licensing of mining projects is always subject to an Environmental Impact Assessment (EIS), followed by an Environmental Impact Report (EIR), which supports the technical and environmental feasibility stage of the project and the granting of a LP and/or a concurrent LP + LI.
1.17.2 Current Project Environmental Permitting Status
A Concurrent Environmental Licensing Type CEL 2 (LP + LI) will be required in support of operations.
The water license for the uptake of 150 m³/h of water from the Jequitinhonha River was approved by the Agencia Nacional das Águas (ANA) in February 2019.
The CEL 2 (LP + LI) for the initial project phase, consisting of the north pit (Pit #1), waste piles 1 and 2 and the plant area was submitted on December 20, 2018 and was followed by the complete presentation of the EIS, the EIR and the Environmental Control Plan (ECP) as well the other documents listed in Basic Guidance Form (BGF). The EIS (Estudo e Relatorio de Impacto Ambiental – EIA-RIMA dated 30 October 2018) and Plano de Controle Ambiental – PCA dated December 2018 were prepared and issued for submittal to the authorities by NEO Soluções Ambientais and ATTO GEO Geologia e Engenharia. Approval was obtained on June 3, 2019.
A second EIS covering Pit #2 and waste piles #3 and #4 was formally submitted for approval in March 2020 in line with the prescribed permitting timing requirements for the process plant coming online with Pit #1.
1.17.3 Authorization
SMSA is the owner of the mining rights registered under DNPM Nº 824.692/1971, and the holder of Mining Concession Ordinance Nº 1.366, published on October 19, 1984. In 2018 a new Economic Development Plan (EDP) was registered with the National Mining Agency (ANM), which was approved on November 16, 2018.
The approval of the EDP and environmental study involves the technical and legal analysis and formal approval of the proposed project. With the granted LP + LI, the company must now install the project within 5 years, comply with the environmental conditions established in the LP + LI certificate and finally, apply for the Operation License after installation in order to begin operational activities.
The formalization of the environmental licensing process also included requesting and granting of the EIA. This allows Sigma environmental intervention in an approximately 64 ha area.
1.17.4 Land Access
Sigma has a lease agreement with Miazga Participações S.A., owner of the Poço Danta-Paiuí, Poço Danta and Poço Dantas Farms, to carry out mining activities on its properties. These farms include Legal Reserves (LR) which are preserved and registered in the National Rural Environmental Registration System (NRERS), in accordance with Law Nº 12.651, dated May 25, 2012.
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1.17.5 Social License Considerations
Sigma understands and accepts the importance of proactive community relations as an overriding principle in its day-to-day operations as well as future development planning. The company therefore structures its community relations activities to consider the concerns of the local people and endeavors to communicate and demonstrate its commitment in terms that can be best appreciated and understood to maintain the social license to operate.
The Jequitinhonha valley is the poorest region in Minas Gerais which is plighted by poverty and is in the lowest quartile the Human Development Index (HDI). Sigma is the largest investment and operation in the area by a factor of ten and the project will be transformational to the local communities. The largest direct economic benefit is that Sigma is subject to a 2% royalty on revenue which is divided between the Federal Government, State Government and Local Government. Secondly a portion of the taxes on local procurement of goods and services is shared with the Local Government. These incomes from the royalty and tax are a most important source of funding for local Government and Sigma is the largest direct contributor in the region. Sigma will be by far the largest employer in the region with an estimated 500 direct jobs being created with 3 to 4 times this number being indirect.
Farming in the area is small-scale subsistence type as the area is semi-arid. There is minimal impact on the neighbouring farms of Grota do Cirilo properties. Sigma and contractor workforce will live in the cities of Araçuaí and Itinga and strict environmental management plans are in place to minimize the environmental footprint of the project. An example is 90% of the process water is re-circulated and there is zero run-off water from the site except during the wet season, when excess water from the pond will be discharged in an overflow channel. The process uses dry stacking technology and no slimes dam will be built. Regular environmental monitoring will be conducted, and results will be shared with the local communities.
Sigma has targeted and continues with consultations/engagements with numerous stakeholders in support of project development of the Project and has hosted visits from representatives of government departments and local academic institutions.
1.17.6 Rehabilitation, Closure Planning and Post-Closure Monitoring
The closure plan for the Grota do Cirilo property encompasses the following: dismantling of building and infrastructure, removal of heavy mobile and surface equipment, restoration by reconstituting vegetal cover of the soil and the establishment of the native vegetation, grading and capping with vegetation suppression layer and revegetation of the waste rock and overburden stockpiles, removal of suppressed vegetation along with slope cover and surface drainage for water management, fencing of site, environmental liability assessment studies where there may have been spillages and soil and water contamination and safe disposal, revegetation of the open pit berm areas and fencing around the open pits.
In the post-closure phase, a socioenvironmental and geotechnical monitoring program will be carried out, to support ecosystem restoration or preparation for the proposed future use.
The monitoring program will collect soil and diversity of species on an annual basis, continuing for a five-year period after mine closure.
1.17.7 Barreiro Environmental Work to Date
The Environmental Impact Study - EIA and its respective Environmental Impact Report - RIMA will be submitted to the regulatory agency, Bureau of Priority Projects - SUPPRI, as a supporting document to obtain a Preliminary License - LP and an Installation License - LI for Grota do Cirilo Project - Barreiro Pegmatite.
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Considering the parameters defined by the current laws and regulations, CONAMA Resolution 09/90, the environmental licensing of mining projects is conditioned to EIA/RIMA submission, and these studies are the main technical resources to assess project feasibility.
The environmental licensing process started in October 2020 and will be formalized with the submission of the technical studies requested through the Environmental Licensing System - SLA, request No.: 2020.10.01.003.0003780 for the production of: 1,500,000 t/year for open pit mining and 251.89 ha for waste heaps.
1.18 CAPITAL AND OPERATING COSTS
1.18.1 Capital Costs Xuxa
The Xuxa Phase 1 capital cost (CAPEX) estimate includes the process plant, site infrastructure, mining and Owner’s costs. Pre-production, working capital, sustaining and deferred capital costs were also included.
Equipment costs were obtained with firm price quotations for six long lead mechanical equipment and with budgetary quotations for the remaining equipment packages. In-country (Brazil) quotations were obtained for the installation unit rates and to the extent feasible for equipment supply. Brazilian fabricators were selected for structural steel and platework supply and fabrication.
Material take-offs (MTOs) were generated from the feasibility study designs with the unit rate costs applied per commodity. The CAPEX estimate has an accuracy of ±15% and is summarized in Table 1-8 below.
Table 1-8 – Capital Cost Estimate Summary Xuxa
| Capital Cost | ||||
| Description | US$ (Million) | |||
| Processing plant | 32.8 | |||
| Site infrastructure | 32.2 | |||
| Owner’s cost | 4.6 | |||
| Contingency | 7.5 | |||
| Recoverable taxes | -6.0 | |||
| SUBTOTAL CAPITAL COST | 71.1 | |||
| Pre-production and working capital | 27.3 | |||
| Sustaining and deferred capital | 15.2 | |||
1.18.2 Operating Costs Xuxa
The Xuxa Phase 1 operating cost (OPEX) estimate is based on contract mining, build-own-operate (BOO) high-voltage electrical sub-stations and non-process infrastructure substations and contract crushing, as per Sigma’s preferred commercial strategy.
The concentrate transport cost has been estimated to be US$22.90M per annum or US$15.30/t of ore per Sigma input based on preliminary quotations. This includes all the transport costs from the site to the Port of Ilhéus, Brazil, port storage and handling fees and CIF shipment to the port of Shanghai, China.
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General and administration costs have been estimated to be US$2.64M per annum or US$1.76/t of ore.
Operating cost estimates are summarized in Table 1-9 below.
Table 1-9 – Operating Cost Estimate Summary Xuxa
| OPEX | ||||
| Description | US$/t | |||
| Mining cost per tonne of ore mined | 21.91 | |||
| Process cost per tonne of ROM | 10.69 | |||
| G&A cost per tonne of ROM | 1.76 | |||
| Shipping per tonne of ROM | 15.30 | |||
| NPI (included in Process and G&A) | - | |||
| TOTAL | 49.66 | |||
The OPEX costs are inclusive of taxes. The OPEX accuracy is ± 15%.
1.18.3 Plant CAPEX and OPEX Barreiro
GE21, based on the Mineral Resource, prepared a PEA for the Barreiro deposit.
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
The Barreiro Phase 2 plant and infrastructure CAPEX is estimated at US$38.0 million as presented in Table 21-18.
The Barreiro Phase 2 plant and infrastructure OPEX is as per operating costs estimated for the Xuxa deposit.
1.18.4 Mining Capital Costs Barreiro
GE21, based on the Mineral Resource, prepared a PEA for the Barreiro deposit.
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
Total Barreiro Phase 2 pre-production capex were estimated at about US$1.62 million, as summarized in Table 21-19.
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Table 1-10 – CAPEX Summary Barreiro
| DESCRIPTION | INVESTMENT (USDX1.000) | ||||
| Mining Equipment | NA (contractor fleet) | ||||
| Owner’s Cost | 1,252.9 | ||||
| Sub-total 1 | 1,252.9 | ||||
| Contingency | 30% | 375.9 | |||
| TOTAL CAPEX | 1,623.6 | ||||
1.18.5 Mining Operating Costs Barreiro
GE21, based on the Mineral Resource, prepared a PEA for the Barreiro deposit.
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
The Barreiro Phase 2 mining operating costs were based on the estimated operating costs for the neighbouring Xuxa deposit and mine which is currently in a detailed engineering stage of development and construction. Table 1-11 shows the summary OPEX costs and assumptions.
Table 1-11: OPEX Summary Barreiro
| DESCRIPTION | TOTAL | |||
| Total Operating Cost LOM $US M | 605.82 | |||
| Total Mined Mt | 263.04 | |||
| Operating Cost $US/t | 2.30 | |||
1.19 ECONOMIC ANALYSIS
1.19.1 Xuxa Phase 1
The Xuxa Phase 1 economic analysis was developed using the discounted cash flow method and based on the data and assumptions for capital and operating costs detailed in this report for the Xuxa project mining, processing and associated infrastructure. An exchange rate of 3.85 BRL per US$ was used to convert particular components of the cost estimates into US$. No provision was made for the effects of inflation and the base currency was considered on a constant 2019 US$ basis. The evaluation was undertaken on a 100% equity basis. Exploration costs are deemed outside of the project and any additional project study costs have not been included in the analysis.
Xuxa Phase 1 base case scenario results are presented in Table 1-15.
Table 1-12 – Base Case Economic Analysis Results Xuxa
| Item | Unit | Value | ||||
| Pre-tax NPV @ 8% | US$ | 299,074,000 | ||||
| After-tax NPV @ 8% | US$ | 248,507,000 | ||||
| Pre-tax IRR | % | 47.6 | ||||
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| Item | Unit | Value | ||||
| After-tax IRR | % | 43.2 | ||||
| Pre-tax payback period | Years | 2.9 | ||||
| After-tax payback period | Years | 3.1 | ||||
Note: NPV = net present value, IRR = internal rate of return.
The main economic assumptions/input parameters used for the base case are shown in Table 1-16.
Table 1-13 – Main Macroeconomic Assumptions Xuxa
| Item | Unit | Value | ||||
| Spodumene price @ 6.00% Li2O (CIF China) (Note 1) | US$/t | 733 | ||||
| Spodumene price @ 6.00% Li2O (FOB Ilhéus Port) (Note 2) | US$/t | 629 | ||||
| Exchange rate (Note 3) | BRL/US$ | 3.85 | ||||
| Discount rate | % | 8.0 | % | |||
Note 1: Roskill forecast of average nominal arms-length selling price
Note 2: China spodumene price minus budgetary estimate shipping cost.
Note 3: An exchange rate of 4.10 BRL/US$ was used for update of the CAPEX. OPEX was based on 3.85 BRL/US$.
The main technical assumptions for the base case are shown in Table 1-17.
Table 1-14 – Technical Assumptions (base case) Xuxa
| Item | Unit | Value | ||||
| Total Mineral Reserves (P&P) | t | 13,784,000 | ||||
| Annual ROM ore processed | t | 1,496,000 | ||||
| Annual Spodumene Concentrate Production | t | 220,000 | ||||
| Lithium carbonate equivalent (LCE) production (Note 1) | t | 33,000 | ||||
| Strip ratio | ratio | 9.6: 1 | ||||
| Average Li2O grade of the Mineral Reserve | % | 1.46 | ||||
| Spodumene recovery rate | % | 60.4 | ||||
| Concentrate grade | % Li2O | 6.00 | ||||
| Mine life | years | 9.25 | ||||
| Cost of spodumene concentrate ex-works | US$/t. | 238 | ||||
| Transportation costs (CIF China) | US$/t. | 104 | ||||
| Total cash cost (CIF China) | US$/t. | 342 | ||||
| Processing costs per tonne ROM | US$/t | 11.03 | ||||
| Mining costs per waste + ore mined | US$/t | 2.07 | ||||
Note 1: tonnage based on direct conversion to LCE excluding conversion rate
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In the analysis, a 10-year average Roskill forecast of an average nominal arms-length selling price of US$733 (CIF Shanghai) for the spodumene concentrate has been assumed.
Figure 1-1 illustrates the after-tax cash flow and cumulative cash flow profiles of the project under the base case scenario.

Figure 1-1 – After-Tax Cash Flow and Cumulative Cash Flow Xuxa
The Xuxa project has been evaluated on pre- and after-tax basis.
Sudene is a government agency tasked with simulating economic development in specific geographies of Brazil. The project will be installed in a Sudene-covered area, where a tax incentive granted to the project indicates a 75% reduction of income tax for 10 years, after achieving at least 20% of its production capacity. The considered Brazilian income tax rate is assumed to be 15.25%, which represents the Sudene tax benefit applied to the Brazilian maximum corporate tax of 34% on taxable income (25% income tax plus 9% social contribution).
The project is expected to benefit from RECAP (IN SRF 605/2006 – a special tax regime for fixed assets acquisition for exporting companies) which grants PIS (Social Integration Program) and COFINS (Social Security Contribution) exemptions on federal sales taxes charged on gross revenues. The economic analysis assumes that the project is granted this exemption.
The project is expected to be exempt from all importation taxes for products for which there is no similar item produced in Brazil (Ex-Tarifário). Assembled equipment where some but not all individual components are produced in Brazil can be considered exempt from import taxes under these terms. The Project royalties include:
A 2.0% CFEM royalty on gross spodumene revenue, paid to the Brazilian Government. The CFEM royalty amount is split between: the Federal Government Entities (10%), State Government of Minas Gerais (15%), and Municipal Government of Araçuaí (60%), for the Federal District and Municipalities, when affected by mining activity and production does not occur in their territories (15%) Two 1% NSR royalties
A sensitivity analysis was carried out with the base case (including closure costs) as described above as the midpoint. An interval of ±20% versus base case values was considered using 10% increments. Results are shown in Figure 1-2 to Figure 1-3 for commodity price, exchange rate, initial CAPEX, OPEX, discount rate, and lithium grade. A further sensitivity analysis was conducted on a case excluding closure costs (presented in Section 22).
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The Project’s NPV (and IRR) are not significantly vulnerable to changes in the pre-production initial capital expenditure nor discount rate considered, as shown by the smoother curves associated with these variables. Note that the Project IRR is independent of the discount rate considered.
The Project’s NPV (and IRR) are most sensitive to variation in CIF spodumene price, lithium grade and BRL per US$ exchange rate as shown by the steeper curves associated with these variables. The Project’s NPV is significantly positive at the lower limit of the price interval and the examined exchange rate interval. The NPV is also significantly positive at the upper limit of the operating expenses interval.

Figure 1-2 – Pre-tax NPV (US$ million) Xuxa

Figure 1-3 – After-tax NPV (US$ million) Xuxa
1.19.2 Barreiro Phase 2
GE21, based on the Mineral Resource, prepared a Preliminary Economic Assessment (“PEA”) for the Barreiro deposit.
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The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
It is noted that the Company has not yet made a production decision in respect of the Barreiro deposit. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Barreiro deposit. All statements regarding mine development or production in respect of the Barreiro deposit in this report are expressly qualified by this statement.
The Barreiro Phase 2 base case scenario results are presented in Table 1-15.
Table 1-15 – Base Case Economic Analysis Results Barreiro
| Item | Unit | Value | ||||
| Pre-tax NPV @ 8% | US$ M | 449 | ||||
| After-tax IRR | % | 208 | ||||
| After-tax payback period | Years | 0.4 | ||||
The main economic assumptions/input parameters used for the Barreiro Phase 2 base case are shown in Table 1-16.
Table 1-16 – Main Macroeconomic Assumptions Barreiro
| Item | Unit | Value | ||||
| Spodumene price @ 6.00% Li2O (CIF China) (Note 1) | US$/t | 750 | ||||
| Spodumene price @ 6.00% Li2O (FOB Ilhéus Port) (Note 2) | US$/t | 646 | ||||
| Exchange rate | BRL/US$ | 5.20 | ||||
| Discount rate | % | 8.0 | ||||
Note 1: Roskill forecast of average nominal arms-length selling price.
Note 2: China spodumene price minus budgetary estimate shipping cost.
The main technical assumptions for the Barreiro Phase 2 base case are shown in Table 1-17.
Table 1-17 – Technical Assumptions (base case) Barreiro
| Item | Unit | Value | ||||
| Total Quantity Milled (LOM) | Mt | 21.3 | ||||
| Annual ROM feed processed | Mt | 1.68 | ||||
| Annual Spodumene Concentrate Production | t | 220,000 | ||||
| Lithium carbonate equivalent (LCE) production (Note 1) | t | 33,000 | ||||
| Strip ratio | ratio | 11.6:1 | ||||
| Average Li2O grade of the Mineral Resource | % | 1.44 | ||||
| Spodumene recovery rate | % | 66 | ||||
| Concentrate grade | % Li2O | 6.00 | ||||
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| Item | Unit | Value | ||||
| Mine life | years | 12.7 | ||||
| Cost of spodumene concentrate ex-works | US$/t | 256 | ||||
| Transportation costs (CIF China) | US$/t | 104 | ||||
| Total cash cost (CIF China) | US$/t | 360 | ||||
| Processing costs per tonne ROM | US$/t | 8.6 | ||||
| Mining costs per waste + mineralized material mined | US$/t | 2.3 | ||||
Note 1: Tonnage based on direct conversion to LCE excluding conversion rate
Note 2: Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability.
In the analysis, a 10-year average Roskill forecast of an average nominal arms-length selling price of US$750.00 (CIF Shanghai) for the spodumene concentrate has been assumed.
The Barreiro project is subject to the same royalties as Xuxa Phase 1
Table 1-18 analyses the impact on NPV when spodumene pricing and recovery percentages fluctuate.
The Project NPV is most sensitive to movements in the price of spodumene, metallurgical recovery rate of the lithium at the Second Plant. Foreign exchange fluctuations impact operating cash costs (mostly derived from Brazilian Real) and development capital (approximately 70% derived from Brazilian Real prices).
Table 1-18: Sensitivity Analysis on NPV with Different Recovery and Pricing Barreiro
| After-Tax | ||||||||||
| Sensitivity Matrix | NPV (US$ M) | |||||||||
| Spodumene Price (CIF China) | Recovery (%) | |||||||||
| (US$/t) | 60.4% | 66.0% | ||||||||
| $ | 650 | $ | 260 M | $ | 320 M | |||||
| 700 | 319 | 384 | ||||||||
| 750 | 378 | 449 | ||||||||
| 800 | 437 | 513 | ||||||||
| 850 | 496 | 578 | ||||||||
1.20 INTERPRETATION AND CONCLUSIONS
Mineral Resources are reported for four pegmatite bodies, Xuxa, Barreiro, Murial and Lavra do Meio. Mineral Reserves are reported for the Xuxa deposit.
A PEA which is the subject of this Report, has been conducted on the Barreiro deposit.
The extraction plan in the PEA assumes development of one open pit and construction of a process plant to process 1,680,000 dry tonnes of feed per year for a mine life of 12 years and eight months.
Under the assumptions presented in the PEA, the mine and process plans are feasible, and the project shows positive economics.
It is noted that the Company has not yet made a production decision in respect of the Barreiro deposit. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Barreiro deposit. All statements regarding mine development or production in respect of the Barreiro deposit in this report are expressly qualified by this statement.
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1.20.1 Risk Assessment
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
Risk assessment sessions were conducted individually and collectively by all parties. These are summarized in the sections below.
Most aspects of the Project are well defined. The key residual risks are summarized below. One of the most significant risks identified for the Project are related to lithium markets.
The following risks are highlighted for the project:
| • | Lithium market sale price and demand (commercial trends) |
| • | Fluctuations in the exchange rate and inflation |
| • | Delay in obtaining financing: impact to NTP |
| • | Delay in obtaining the license for Barreiro Pit |
| • | More fines generated from mining and crushing: potential negative impact on recovery |
| • | Ongoing geotechnical monitoring system can change some final pit slope parameters: potential increase in strip ratio. |
Further details on the risk assessment are provided in Section 25.2.
1.20.2 Opportunities
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
The following opportunities are identified for the Barreiro project:
| • | Recovery of Li2O from hypofines with a flotation circuit |
| • | Potential upgrading of some or all of the Inferred Mineral Resources to higher-confidence categories and eventually conversion to Mineral Reserves. |
| • | Recovery of Li2O from petalite |
| • | Potential for future underground mining of the Barreiro and Xuxa pegmatites if a trade-off study supports the concept |
| • | Exchange rate may work in the Project’s favour. |
1.21 RECOMMENDATIONS
The following summarizes the recommendations from the Xuxa feasibility study and Barreiro PEA. A phased work program is planned, which consists of continued exploration over the known pegmatites in the Grota do Cirilo area, together with the implementation of the recommendations of Xuxa feasibility study and the Barreiro project PEA recommendations.
It is important to note that the recommendations for the different projects can be conducted concurrently.
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1.21.1 Geology and Resources
The QPs recommend that additional exploration drilling be conducted across the property to update existing resources and potentially discover new resources. The overall cost for the drill program is estimated at US$6.1M and consists of a 36,000 m drill program to test the Xuxa, Barreiro, Nezinho do Chicao, Murial and Bee areas.
1.21.2 Xuxa Recommendations
The recommendations for Xuxa will be implemented in the project execution phase, prior to commencement of operations, and are estimated to be a total of US$1,275,000, consisting of:
| · | Process plant (testing for wet magnetic separation equipment, a middlings recrushing recovery trade-off study): US$60,000 |
| · | Mine design (finalize topographic survey; complete density, moisture and blasted swell effect analyses for ore and waste; implement a reconciliation system and grade control program; evaluate underground mining potential for below the open pit levels of the mine, conduct a reserve study for underground mining; implement geotechnical monitoring system): US$345,000 |
| · | Geotechnical (supplementary geotechnical and hydrogeological investigations of planned infrastructure sites including at waste pile areas; supplementary geochemical tests (ARD); large-scale waste rock and tailings co-disposal stockpile field test): US$870,000. (Note: further details of the proposed geotechnical, hydrogeological and geochemical program are provided in Section 26.3) |
1.21.3 Barreiro Project Recommendations
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
Based on the results of the Barreiro PEA, the QPs recommend that the Company proceed to completing a pre-feasibility study (PFS), and thereafter (based on the results of the PFS) conduct a definitive feasibility study (FS) in respect of the Barreiro deposit.
The 24 m-wide accesses significantly affect the overall slope angle of the final pit. If the same access width is maintained in the details of the study, it is recommended to estimate the impact of the ramps in the overall slope angle, so that this value is used in the optimization process. Thus the optimization result will be more adherent with the designed operational pit.
Due to the depth of the pit it is necessary to remove a large amount of waste to maintain the 24-m access roads in the final pit. This impact is even more relevant in the annual pits in which it is sought to minimize the stripping ratio in the first years for a better cash flow. It is recommended to evaluate the feasibility of working only with road trucks, thus maintaining all access roads 10 or 12-metres wide.
If it is not feasible to operate only with road trucks (due to large amounts of mineralized material/waste), it is recommended to evaluate the use of off-road trucks only in the pre stripping operation. The pre-stripping mining fronts are usually separated from the mining fronts, so that temporary 24-metre accesses would be created only in these regions. In addition, it is possible that the details of the mining plan indicate the option of a new pre stripping around year 9.
In detailing the sequential mining plan it is important to assess the amount of mineralization released by the end of each period because it is often necessary to make a large pushback of waste to access the mineralization. Therefore. it is necessary to plan so that there is no shortage of mineralized fronts released during the period in question.
It is also recommended to implement the hydrological and hydrogeological studies for the next phases of the project.
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2 INTRODUCTION
Sigma Lithium Corporation (Sigma) requested Primero Group Americas Inc. (Primero), a division of Primero Group Ltd, together with SGS Geological Services (SGS), GE21 Consultoria Mineral (GE21) and Promon Engenharia Ltda (Promon) to prepare a NI 43-101 Technical Report (the Report) and Preliminary Economic Assessment (PEA) on the Phase 2 Barreiro project of the Grota do Cirilo Lithium Project (the Project) located in Minas Gerais State, Brazil. (Figure 2-1).

Figure 2-1 – Project Location
The Report summarizes the results of a feasibility study on the Xuxa deposit within the Project area.
2.1 TERMS OF REFERENCE
The Report supports the disclosure by Sigma in the news release dated October 1, 2019, entitled “Sigma Lithium Announces a Positive Feasibility Study with Forecast LOM Net Revenue of US$1.4 Billion and EBITDA of US$ 690 Million for the High-Grade, Low-Cost Xuxa Deposit”. Also, the disclosure by Sigma in the news release dated June 2, 2021, entitled “Sigma Lithium Announces Exceptional PEA Results Supporting Doubling Planned Production Capacity to 440,000 tpa (66,000 LCE)”
Mineral Resources are reported for four pegmatite bodies, Xuxa, Barreiro, Murial and Lavra do Meio. Mineral Reserves are reported for the Xuxa deposit. A feasibility study, which is the subject of this Report, has been conducted on the Xuxa deposit and a PEA level study has been conducted on the Barreiro deposit (project phase 2).
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Mineral Resources and Mineral Reserves are reported using the 2014 Canadian Institute of Mining, Metallurgy and Petroleum (CIM) Definition Standards (2014 CIM Definition Standards).
This Report is based, in part, on internal reports and information as listed in Section 27 of this Report. Where sections from reports authored by other consultants have been directly quoted in this Report, they are indicated as such in the Report sections.
2.2 EFFECTIVE DATES
The effective date of the Mineral Resource estimate is January 10, 2019.
The effective date of the Mineral Reserve estimate is June 5, 2019.
The effective date of the financial analysis supporting the Mineral Reserves is September 16, 2019.
The overall effective date of the Report is the date of the financial analysis supporting the Mineral Reserves and is September 16, 2019.
The effective date of the financial analysis for project Phase 2 is June 2, 2021.
2.3 QUALIFIED PERSONS
This Technical Report was prepared for Sigma by or under the supervision of the following Qualified Persons (QPs):
| · | Mr. Homero Delboni Jr, MAusIMM, Senior Consultant, Promon Engenharia |
| · | Mr. Guilherme Gomides Ferreira (MEng) MAIG, Mineral Consultant GE21 |
| · | Mr. Marc-Antoine Laporte, P.Geo., Project Geologist, SGS |
| · | Mr. Stephane Normandin, P.Eng., Study Manager, Primero Group Americas |
| · | Mr. Jacques Parent, P.Eng., Senior Advisor, Primero Group Americas |
| · | Mr. Jarrett Quinn, P.Eng., Lead Process Engineer, Primero Group Americas |
| · | Mr. Porfirio Cabaleiro Rodriguez, FAIG, Senior Director GE21 |
| · | Ms. Jacqueline Wang, P.Eng., Process Engineer, DRA Global |
2.4 SITE VISITS
The following Qualified Persons visited the Project site.
Mr. Marc-Antoine Laporte visited the Project site on September 11–15, 2017, from July 11–17, 2018 and again from 18-23 September 2018. During the 2017 site visit, Mr. Laporte conducted a general review of the logging and QA/QC procedures in place for the 2017 drill program. Drill hole collars were visited, and selected collar positions checked with a hand-held global positioning system (GPS) instrument. An inspection of the drilling equipment and deviation survey methodology and tools was completed. Mr. Laporte took 26 witness (control) samples from the remaining 2014 Xuxa campaign drill core to submit for independent confirmation of the presence of lithium-bearing mineralization. During the July 2018 site visit a general review of the logging and QA/QC procedure was conducted with Sigma geologists to confirm compliance with industry best practices. Drill hole collars at Xuxa, Barreiro and Lavra Do Meio were inspected and selected collar positions checked with a hand-held GPS instrument. An extensive review of the mineralized core from the four main pegmatite was conducted during the first two days of the visit including discussion of the sampling method with technical staff. Inspection of the drilling equipment and deviation survey methodology and tools between the two drilling companies was also completed to check consistency between the drill teams. One day was spent on the Sao Jose property to inspect the different historical mine workings and make recommendations for future drilling. Mr. Laporte visited the site again in September 2018, where he discussed the geological model and information needed to complete the resource estimates on the Xuxa, Barreiro, Murial and Lavra do Meio pegmatites.
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Mr. Porfirio Cabaleiro Rodriguez visited the site from April 17-18, 2019. During this visit, he familiarized himself with general aspects of the proposed mine area, and locations for future waste pile areas and the planned plant site area. Mr. Rodriguez observed the possible influence of the Piauí River on the planned pits, and the general aspects of rock behavior based on the observation of excavations.
2.5 UNITS AND CURRENCY
Système International d’unités (SI) metric units are used, including metric tonnes (tonnes, t) for weight.
All currency amounts are stated in US dollars (US$) unless otherwise stated.
2.6 INFORMATION SOURCE
Sigma provided the financial model for the economic study. Primero has reviewed the model and input files for alignment with the Project input data.
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3 RELIANCE ON OTHER EXPERTS
3.1 MARKETING
The QP has fully relied upon, and disclaims responsibility for, marketing information derived from a third-party expert retained by Sigma through the following document:
| · | Roskill Consulting Group Ltd, 2019: Spodumene Price Forecast for Xuxa DFS: report prepared by Roskill Consulting Group Ltd for Sigma, March 29, 2019. |
This information is used in Section 19, the Mineral Reserve estimate in Section 15, and the financial analysis in Section 22.
The QP considers it reasonable to rely on Roskill because the company is independent, privately owned, and has nearly 50 years’ experience of research and consulting in metals, minerals and chemical industries, and their end-use industries. Roskill specialises in providing in depth market reports that give a comprehensive analysis of an individual metal or mineral market. These reports cover world supply and demand, the operations of the major producers, end-use market applications, price trends, international trade patterns and forecasts. Roskill also publishes regularly updated cost curves and databases for a number of metals and minerals.
The QP has fully relied upon, and disclaims responsibility for contract and off-take information derived from Sigma through the following document:
| · | Sigma’s announcement on April 10, 2019 of the Sigma and Mitsui Binding Heads of Agreement. (Heads of Agreement - Lithium concentrate offtake dated March 25, 2019) |
This information is used in Section 19, and in support of the Mineral Resource estimate in Section 14, the Mineral Reserve estimate in Section 15, and the financial analysis in Section 22.
3.2 ENVIRONMENTAL, PERMITTING AND SOCIAL LICENCE
The QP has fully relied upon, and disclaims responsibility for, environmental, permitting, and social licence information derived from third-party experts retained by Sigma through the following document:
| · | Environmental Regularization Summary – Xuxa Project - DNPM 824 692 71: report prepared by Harpia Consultoria Ambiental for Sigma, 2019. |
This information is used in Section 20, and in support of the Mineral Resource estimate in Section 14, the Mineral Reserve estimate in Section 15, and the financial analysis in Section 22.
This Environmental Regularization Summary for Phase 1 Xuxa by Harpia Consultoria Ambiental is a translation from and is based on an Environmental Impact Assessment (EIA) prepared by NEO Soluções Ambientais and ATTO GEO Geologia e Engenheria for submittal by Sigma to applicable regulatory authorities. The EIS was comprised of:
| · | Estudo e Relatorio de Impacto Ambiental – EIA-RIMA dated 30 October 2018, and |
| · | Plano de Controle Ambiental – PCA dated December 2018) |
The Phase 2 Barreiro Environmental Regularization Summary is based on an EIA-RIMA & PCA which was prepared by Vetor Ambiental.
This information is used in Section 20, and in support of the Mineral Resource estimate in Section 14, the Mineral Reserve estimate in Section 15, and the financial analysis in Section 22.
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The EIA and the Environmental Regularization Summary for Phase 1 cover the licensing process for Xuxa North & South pits and waste piles 1 ,2 ,3 and 4. The EIS and the Environmental Regularization Summary for Phase 2 cover the licensing process for Barreiro pit and waste piles 1 ,2 ,3 ,4 and 5.
3.3 TAXATION
The QP has fully relied upon, and disclaims responsibility for taxation (including amortization, interest rates, depreciation, discounts), levy, royalty, and buy-back options information derived from third-party experts retained by Sigma including the following document:
| · | Sigma Legal Opinion – SUDENE and RECAP tax incentives: legal opinion prepared by Lefosse Advogados 25 March 2019. |
This information is used in Section 22, and in support of the Mineral Reserve estimate in Section 15.
3.4 MINERAL TENURE
The QPs have not reviewed the mineral tenure, nor independently verified the legal status, ownership of the Project area, underlying property agreements or permits. The QPs have fully relied upon, and disclaims responsibility for, information derived from third-party experts retained by Sigma through the following document:
| · | Friere, W., Costa, B., Soarres, D.R., and Azevedo, M., 2018: Legal Opinion 29/2018: report prepared by William Freire and Partners for Sigma, 10 April 2018, 68 p. |
This information is used in Section 4 of the report, and in support of the Mineral Resource estimate in Section 14, the Mineral Reserve estimate in Section 15, and the financial analysis in Section 22.
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4 PROPERTY DESCRIPTION AND LOCATION
4.1 PROPERTY DESCRIPTION AND LOCATION
The Project area is located within Zone SE24 of the Americas topographic map reference, and is divided into four properties:
| · | Grota do Cirilo property: UTM 190,615 m east and UTM 8146,788 m north; WGS 84, Zone 24S |
| · | Genipapo property: UTM 191226 m east and UTM 8155496 m north, WGS 84, Zone 24 K |
| · | Santa Clara: UTM 197682 m east and UTM 8134756 m north, WGS 84, Zone 24 K |
| · | São José property: UTM 190612 m east and UTM 8119190 m north, 84, Zone 24 K. |
The property locations are shown in Figure 4-1.

Figure 4-1 – Project Properties - Genipapo, Grota do Cirilo, Santa Clara and São José
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4.2 MINERAL TENURE
The legal framework for the development and use of mineral resources in Brazil was established by the Brazilian Federal Constitution, which was enacted on October 5, 1988 (the Brazilian Constitution) and the Brazilian mining code, which was enacted on January 29, 1940 (Decree-law 1985/40, later modified by Decree-law 227, of February 29, 1967, the Brazilian Mining Code).
According to the Brazilian constitution, all mineral resources in Brazil are the property of the Federal Government. The Brazilian constitution also guarantees mining companies the full property of the mineral products that are mined under their respective concessions. Mineral rights come under the jurisdiction of the Federal Government and mining legislation is enacted at the Federal level only. To apply for and acquire mineral rights, a company must be incorporated under Brazilian law, have its management domiciled within Brazil, and its head office and administration in Brazil.
In general, there are no restrictions on foreign investment in the Brazilian mining industry, except for mining companies that operate, or hold mineral rights within a 150 km-wide strip of land parallel to the Brazilian terrestrial borders. In this instance the equity interests of such companies have to be majority Brazilian-owned. Exploration and mining activities in the border zone are regulated by the Brazilian Mining Code and supporting legislation.
The Project consists of 25 mineral rights, mining concessions, applications for mining concessions and exploration permits covering an area of 18.424,21 ha in four property areas (refer to Figure 4-1). The tenure holdings are summarized in Table 4-1 and tenure outlines are shown in Figure 4-2. The identification numbers used in Figure 4-2 correspond to the identification numbers in the first column of Table 4-1. A summary of the types of concession within each property area is provided in Table 4-2.
Table 4-1 – Mineral Rights Description
| Area | Associated | |||||||||||||||
| ID | Number | Year | Type | Expiry Date | (ha) | Property | ||||||||||
| 1 | 802.401 | 1972 | Mining concession (*) | Life of mine | 1,796.5 | Genipapo | ||||||||||
| 2 | 802.400 | 1972 | Mining concession (*) | Life of mine | 969.13 | Genipapo | ||||||||||
| 3 | 4.134 | 1953 | Mining concession (*) | Life of mine | 494.69 | Grota do Cirilo | ||||||||||
| 4 | 831.891 | 2017 | Exploration Permit | 17/07/2023 (**) | 10.57 | Genipapo | ||||||||||
| 5 | 830.039 | 1981 | Mining Application | Life of mine | 715.24 | Grota do Cirilo | ||||||||||
| 6 | 824.692 | 1971 | Mining concession | Life of mine | 756.21 | Grota do Cirilo | ||||||||||
| 7 | 810.345 | 1968 | Mining concession (*) | Life of mine | 125.54 | Grota do Cirilo | ||||||||||
| 8 | 9.135 | 1967 | Mining concession (*) | Life of mine | 312 | Grota do Cirilo | ||||||||||
| 9 | 5.804 | 1953 | Mining concession (*) | Life of mine | 9.33 | Grota do Cirilo | ||||||||||
| 10 | 804.541 | 1971 | Mining Application | Life of mine | 44.89 | Grota do Cirilo | ||||||||||
| 11 | 824.695 | 1971 | Mining concession (*) | Life of mine | 1,069.2 | Grota do Cirilo | ||||||||||
| 12 | 805.799 | 1970 | Mining concession (*) | Life of mine | 8.29 | Grota do Cirilo | ||||||||||
| 13 | 801.312 | 1972 | Mining concession (*) | Life of mine | 2,505.22 | Grota do Cirilo | ||||||||||
| 14 | 831.975 | 2017 | Exploration Permit | 19/03/2023 (**) | 4.03 | Grota do Cirilo | ||||||||||
| 15 | 2.998 | 1953 | Mining concession (*) | Life of mine | 327.84 | Santa Clara | ||||||||||
| 16 | 801.870 | 1978 | Mining concession | Life of mine | 544.9 | Santa Clara | ||||||||||
| 17 | 801.316 | 1972 | Mining concession (*) | Life of mine | 3,727.9 | Santa Clara | ||||||||||
| 18 | 801.315 | 1972 | Mining concession (*) | Life of mine | 991.71 | Santa Clara | ||||||||||
| 19 | 813.413 | 1973 | Mining concession (*) | Life of mine | 379.31 | Santa Clara | ||||||||||
| 20 | 832.889 | 2013 | Extension Exploration Permit | 02/12/2022 (**) | 810.23 | São José | ||||||||||
| 21 | 806.856 | 1972 | Mining concession (*) | Life of mine | 1,920.4 | São José | ||||||||||
| 22 | 808.869 | 1971 | Mining concession (*) | Life of mine | 29 | São José | ||||||||||
| 23 | 804.088 | 1975 | Mining concession | Life of mine | 29.22 | São José | ||||||||||
| 24 | 801.875 | 1978 | Mining concession | Life of mine | 281.51 | São José | ||||||||||
| 25 | 830.580 | 1979 | Exploration Permit | N/A*** | 686.89 | São José | ||||||||||
* Mining rights covered by the Mining Group 931.021/83.
**Deadline for submission to the ANM of the final research report
*** The Final Research Report was submitted in due time and is pending analysis. There is no provision for an administrative decision.
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Figure 4‐2 – Project Mineral Rights, North and South Complexes
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Table 4-2 – Property Tenure Summary
| Area | ||||||
| Property | (ha) | Concessions | Historical Workings | |||
| Grota do | 5,919.10 | 8 mining concessions, 2 Application for mining | Xuxa, Barreiro, Lavra do Meio, Murial and Maxixe | |||
| Cirilo | concession, 1 exploration permit | |||||
| São José | 3,757.25 | 4 mining concessions and 2 exploration permits | Samambaia, Lavra Grande, Ananias, Ramom and | |||
| Lavra Antiga | ||||||
| Genipapo | 2,776.20 | 2 mining concessions and 1 exploration permit | Morundu and Lavra Velha | |||
| Santa Clara | 5,971.66 | 5 mining concessions | Lavra do Honorato |
All concessions have been surveyed on the ground and have been monumented (physical boundary markers are in place). Sigma retains third-party consultants to monitor its concession obligations. The consultants report on both a monthly and a quarterly basis.
The following payments and fees are required to keep concessions current:
| • | ANM Proceeding 802.401/1972, 802.400/1972, 4.134/1953, 824.692/1971, 810.345/1968, 9.135/1967, 5.804/1953, 824.695/1971, 805.799/1970, 801.312/1972, 2.998/1953, 801.870/1978, 801.316/1972, 801.315/1972, 813.413/1973, 806.856/1972, 808.869/1971, 804.088/1975, 801.875/1978 (mining concessions): Financial Compensation for the Exploration of Mineral Resources (CFEM) will only be due when there is mineral production in the areas. For the sale of lithium, the value of CFEM is equivalent to 2% of gross sales revenue, less taxes levied on its sale |
| • | ANM Proceeding 830.039/1981, 804.541/1971 (Mining Application): there is no periodic payment due |
| • | ANM Proceeding 850.580/1979 (Exploration permit with Final report delivered): there is no periodic payment due |
| • | ANM Proceeding 832.889/2013, (Extension Exploration Permit): The annual payments due at the annual fees per hectare (TAH) were made, totaling the amount of R$4.318,54 (about $US827) |
| • | ANM Process 831.891 / 2017, 831.975 / 2017, (Original Exploration Permit): The annual payments due at the annual fees per hectare (TAH) were made, totaling the amount of R$ 51.83 (about $US9.80) |
The TAH is due in January, for permits granted from July to December of the previous year, and in July, for permits granted from January to June of the present year. Currently the TAH is R$3,55/hectare for original exploration permits and R$5,33/hectare for renewed exploration permits
Sigma has seven mining concessions that have had Economic Exploitation Plan (Plano de Aproveitamento Econômico - PAE) approved, covering the Xuxa, Barreiro, Lavra do Meio, Murial, Maxixe and Nezinho do Chicâo deposits within the Grota do Cirilo property.
4.3 SURFACE RIGHTS
Under Brazilian laws, foreign entities may not own a controlling interest in surface rights. The surface rights in the Grota do Cirilo area, the current primary focus of activity, are held by two companies, Arqueana Minérios e Metais (Arqueana) and Miazga Participações S.A. (Miazga) and certain areas are held under private ownership. The controlling interest in Sigma, the A10 Investment Fund, is also the controlling interest in Arqueana and Miazga. Through these affiliations with Sigma, landowner agreements have been negotiated with these entities to support Sigma’s exploration and development activities within the Grota do Cirilo property. As required for reconnaissance exploration purposes, Sigma has negotiated exploration access in the remaining property areas.
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| 4.4 | AGREEMENTS |
SMSA has entered into two rights-of-way agreements with Arqueana and Miazga. There are no conditions attached to the agreements.
| 4.5 | ROYALTIES AND ENCUMBRANCES |
4.5.1 CFEM Royalty
The Brazilian Government is entitled to a Compensação Financeira pela Exploração de Recursos Minerais (CFEM) royalty. The holder of a mining concession for lithium mineral must pay the Brazilian government 2.0% of the gross income from the sale thereof. The only deductions allowed are taxes levied on commercial sales.
4.5.2 Royalty Agreements
There are two net smelter return (NSR) royalties.
The first provides for a net smelter return, calculated at the rate of 1% over the gross revenues of SMSA, less all taxes and costs incurred in the process of extraction, production, processing, treatment, transportation and commercialization of the products sold. SMSA has a purchase option, exercisable anytime, for the price of US$3,800.000. The royalty has a sales option, for the same price, exercisable as follows:
| • | When SMSA enters into commercial production and has reached a threshold of 40,000 t of mineral products concentrates per year; or |
| • | The original controlling group ceases to have more than 30% of SMSA. The “original controlling group” reference is to the A10 Investment Fund that currently controls 72% of Sigma. |
The second royalty provides for an NSR royalty calculated at the rate of 1%, over the gross revenues of SMSA, less taxes and returns. There is no buyout provision for this royalty.
| 4.6 | QP COMMENT |
To the extent known, there are no other significant factors and risks that may affect access, title, or the right or ability to perform work on the Project that have not been discussed in this Report.
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| 5 | ACCESSIBILITY, CLIMATE, LOCAL RESOURCES, INFRASTRUCTURE AND PHYSIOGRAPHY |
| 5.1 | ACCESSIBILITY |
The Project is located in northeastern Minas Gerais State, in the Municipalities of Itinga and Araçuaí, approximately 25 km east of the town of Araçuaí and 450 km northeast of Belo Horizonte.
The Project is well served by a public and private road network, as a result of its proximity to National Road 367. The Project is accessible year-round by a network of arterial and back country service roads.
National route BR 251 accesses the Port of Vitoria in the State of Espirito Santo, some 700 km from the Project site. This port could represent a potential port of export for any spodumene production from the Project. The national road BR116 and BR415 accesses to Ilhéus Port which is 540km from the project and is also an option for Sigma.
| 5.2 | CLIMATE |
The region is characterized by a dry, semi-arid and hot climate. It has a temperature mean of 24.5ºC and a low annual average rainfall of 750 mm. There is a pronounced dry season with the driest month being June. The wettest month is November. There is no cold season.
Exploration activities are currently conducted year-round. It is expected that any future mining activities will also be year-round.
| 5.3 | LOCAL RESOURCES AND INFRASTRUCTURE |
When Sigma purchased Arqueana Minérios e Metais Arqueana (Arqueana; see discussion in Section 6), had been in operation since the 1970s. In common with many brownfield projects, the Grota do Cirilo property has substantial infrastructure constructed to support mining activities. This includes provision of power supply and a site power substation, an extensive office block equipped with internet and telephones, accommodation for 40 persons on site, dining hall and kitchen, workshop, on-site laboratory and sample storage building, warehouse, core storage, a fuel storage facility with pumping equipment, and a water pumping facility from the Jequitinhonha River with its own reservoir. The main 138kV transmission line from the Irape hydro power station runs through the northern part of the Project area. Figure 5-1 is an aerial photograph showing the infrastructure in the pilot plant/office site area. The Project main office is shown in Figure 5-2. Figure 5-3 is a photograph showing the layout of the original 2014 Sigma pilot plant. Figure 5-4 shows the current pilot plant layout.
Additional information on the infrastructure envisaged is provided in Section 18.
The nearest larger communities are Itinga and Araçuaí with populations of 14,000 and 40,000 respectively. Araçuaí is serviced by the its local airport and by mobile phone network from the principal Brazilian service providers. The closest major domestic airport is located at Montes Claros, 327 km west of Araçuaí.
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Figure 5‐1 – Aerial View, Current Project Infrastructure
Note: Drone view, flight dated September 2018, image looks northeast, photographic still image by Sigma. The core storage facility (labelled 2 on the image) provides a scale indicator and is about 30 m wide and 45 m long. Due to the elevated perspective view, no other reliable scale indicator can be provided. The infrastructure is located in the tenure numbered “3” in Figure 4-2 and Table 4-2.
Figure 5-2 – Field Office (location 6 in Figure 5-2)
Note: Drone view, flight dated September 2018, image looks east, photographic still image by Sigma. Vehicles provide scale indicator. Due to the elevated perspective view, no other reliable scale indicator can be provided.
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Figure 5-3 – SMSA Pilot Plant
Note: Photograph taken by Sigma, 2014. Images shows the heavy mineral pilot plant in operation. At the time, the plant was processing material to recover tantalite and cassiterite. It consisted of a 10 tonne per hour water pulse jig (the green structure), two crushers, a jaw crusher and roll crusher.
Figure 5-4 – First Phase Production Plant
Note: Drone view, flight dated September 2018, image looking east–southeast, photographic still image by Sigma. The core storage facility (silver roof at top right of image) provides a scale indicator and is about 30 m wide and 45 m long. Due to the elevated perspective view, no other reliable scale indicator can be provided.
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| 5.4 | PHYSIOGRAPHY |
The Project topography consists of gently rolling hills with less than 100 m difference in elevation. The hilltops are covered with a veneer of alluvium, up to 5 m thick, which is not present on the hill slopes where bedrock is frequently exposed.
The Jequitinhonha River and the Araçuaí River join west of the Project and the Jequitinhonha River passes through the Grota do Cirilo property in close proximity to the Sigma offices, as shown in Figure 5-1.
The Project area is characterized by thick thorn scrub and trees of medium height - except where it has been cleared for agriculture. The natural vegetation on the hilltops is typical of savannah grassland (Figure 5-5).
Figure 5-5 – Photo Showing Typical Vegetation Within Project Area
Note: The photograph looks north. The image is taken in the licence labelled as “6” in Table 4-2 and Figure 4-2. Due to the photographic perspective view, no reliable scale indicator can be provided.
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| 6 | HISTORY |
| 6.1 | PROJECT HISTORY |
The exploration history for the Project is summarized in Table 6-1.
Table 6-1 – Project History
| Operator | Year | Comment | ||
| Companhia Estanìfera do Brazil (CEBRAS) | 1957 – 1980s | Tin production consisting of a, cassiterite/tantalite concentrate with by-products of feldspar and lithium minerals. Mining focused on near surface, weathered zones, excavations ranged from 100–700 m in length. CEBRAS operated a gravity separation plant, consisting of a jaw crusher, a trommel and cone crusher, with sizing screens and jigs to recover tantalite/cassiterite concentrate. Feldspar and the lithium minerals, spodumene, lepidolite, amblygonite and petalite, were handpicked before the jaw crusher. | ||
| Arqueana Minérios e Metais (Arqueana) | 1980s – 2000s | Produced a 6–6.5%% Li2O spodumene concentrate and a 3.5-4% Li2O petalite concentrate. No systematic exploration was conducted. Historic mining occurred primarily where the bedrock had been exposed by erosion, on hill flanks. Following the death of the owner of Arqueana, artisan-level operations continued. The focus was on feldspar, petalite, ornamental-grade tourmaline and quartz. This was further reduced, after some years, to the underground mining of minor amounts of tantalite and gemstone. | ||
| Tanex Resources plc (Tanex; a subsidiary of Sons of Gwalia Ltd (Sons of Gwalia) | 2000 – 2003 | Channel sampling, air-track drilling, 13 reverse circulation (RC) drill holes. Based on a report that has no location maps, it appears that Tanex and Sons of Gwalia drilled two drill holes at Lavra do Meio in 2000. No other mentions of drill hole locations have been found. In addition, Sigma has not been able to locate or any of the collar locations for the Tanex and Sons of Gwalia drilling on the ground. | ||
| Arqueana | 2003 – 2012 | Local workers continue production, but at a reduced rate. | ||
| RI-X | 2012 | Acquires a controlling interest in Arqueana, incorporates SMSA. | ||
| Sigma | 2012 to date | Completes mapping, data compilation, ground magnetic survey, channel sampling. Drill program in 2014 of 984m to initially investigate the Xuxa and Barreiro prospects. Heavy mineral separation (HMS) pilot plant constructed in 2014–2015, consisting of a jaw crusher, roll crusher, sizing screen and pulse jig. Acquired a dense media pilot plant in 2017 to produce lithium concentrate. Completed drill program of 255 holes (approx. 42,310 m) in the Grota do Cirilo property area, on the Xuxa, Barreiro, Lavra do Meio, Maxixe and Murial prospects. An internal Mineral Resource estimate was completed at Xuxa, Barreiro, Murial and Lavra do Meio. The first public disclosure of a Mineral Resource estimate for Grota de Cirilo was in 2017 which was only for the Xuxa deposit. Updated resources for Xuxa and first-time estimate of Mineral Resources for Barreiro, Lavra do Meio and Murial were released in January 2019 |
| 6.2 | PRODUCTION |
There are no verifiable production records for the Project area: based on the known size of the CEBRAS processing plant, about 500 t/d could have been extracted during CEBRAS operations.
The Arqueana operations are estimated to have produced about 29,700 t of tin–tantalum concentrate by 1995. Other production included potassium feldspar (113,402 t), albite (9,649 t), petalite (31,467 t), amblygonite (2,353 t), spodumene (1,317 t), tourmaline (1,429 t), beryl (91,971 t), epidote (5,603 t), and quartz (29,125 t).
Production from artisan and small-miner activity is unknown. Sigma has had no commercial production from the Project.
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| 7 | GEOLOGICAL SETTING AND MINERALIZATION |
| 7.1 | REGIONAL GEOLOGY |
The Project area lies in the Eastern Brazilian Pegmatite Province (EBP) that encompasses a very large region (about 150,000 km2) of the States of Bahia, Minas Gerais, and Rio de Janeiro. Approximately 90% of the EBP is located in the eastern part of Minas Gerais state.
The pegmatite swarm is associated with the Neoproterozoic Araçuaí orogeny. Granitic rocks that formed during the Araçuaí orogeny have been separated into five different supersuites, coded as G1, G2, G3, G4 and G5. The granite intrusive events are interpreted to have formed during a collisional episode related to the Gondwana Supercontinent (Trans-Amazonian event). The granite supersuites range in age from pre-collisional (G1 at 630–585 Ma) to post collisional (G4 and G5 at 535–490 Ma). The pegmatite swarm is interpreted to be related to the G4 supersuite, in particular, the Piaui batholith (Soares et al, 2009).
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Figure 7-1 is a regional-scale schematic geological plan.
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| 7.2 | LOCAL GEOLOGY |
Figure 7-2 is an overview plan of the geology of the northern project area.
7.2.1 Biotite–Cordierite Schist
The host rock to the pegmatitic intrusions is a medium-grey coloured biotite–quartz schist, which is interpreted to be a metamorphosed flysch of the Eocambrian Salinas Formation (Quéméneur and Lagache, 1999). The schist typically has millimetre to centimetre-size cordierite porphyroblasts and finely disseminated, stretched, iron-sulphide crystals with a preferred orientation that is sub-parallel to the foliation. Minor intercalations of calcsilicate rocks can occur within the schist.
Where weathered, the schist may display sericite-rich zones and micro-crystalline quartz–calcite intercalations that include dark green, disseminated, sub- to millimetre-sized amphibole and pink garnet crystals.
7.2.2 Pegmatites
Pegmatites are generally divided into two main types:
| • | Anatectic (directly formed from the partial melting of the country rock) |
| • | Residual pegmatite (fluid rich silicate melts resulting from the fractional crystallization of a parent magma). |
The pegmatites in the Project area are interpreted to be residual pegmatites and are further classified as representative of lithium–cesium–tantalum or LCT types.
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Figure 7‐1 – Regional Geologic Map (after Pedrosa‐Soares et al., 2001)
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Figure 7-2 – Local Geology Map, Northern Complex
Pegmatites in the Araçuaí and Itinga district tend to be tabular in shape, with widths, thicknesses and lengths that vary widely. The dikes typically have sharp contacts with the schist host rock and have a discontinuous, thin, fine-grained (chilled margin) border zone. They do not display classic concentric zoning around a quartz core (e.g. Simmons et al, 2003), instead, the Araçuaí and Itinga district dikes display a characteristic layered anisotropic internal fabric (London, 1992).
In the general Project district, pegmatites are typically hosted by a medium-grey, biotite–quartz schist. The pegmatites are generally concordant with the schist foliation, which is coincident with the overall strike of the schists. The pegmatite–schist contacts display recrystallization features such as biotite eyes within cordierite masses, and development of millimetre-sized, black tourmaline needles that are almost always perpendicular to the shale foliation.
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Spodumene can form 28–30% of the pegmatite mass, microcline and albite contents range from 30–35%, with microcline content dominant over albite, muscovite comprises about 5–7% and the remainder of the rock mass consists of quartz. The pale green-coloured spodumene crystals are elongate or tabular, ranging from millimetre to centimetres in scale, and have been observed at metre-scale in outcrop. Spodumene cuts the microcline matrix, and intergrowths of spodumene and quartz, sometimes in association with muscovite, are common. Accessory minerals, such as columbite and tantalite form in association with albite and quartz. Late-stage mineralization includes sphalerite and pyrite.
| 7.3 | PROPERTY GEOLOGY |
7.3.1 Grota do Cirilo Property
Figure 7-3 is a pegmatite location map for the Grota do Cirilo property, showing the mapped dike swarms and the locations of the Xuxa pegmatite and the five major known historical workings.
Figure 7-3 – Historic Workings and Pegmatite Dike Swarms within Grota Do Cirilo Property
Note: Historical workings as yellow dots, and the strike of the Xuxa. Figure also shows location of Sigma’s office and camp complex.
7.3.1.1 Xuxa
The host rock for the Xuxa pegmatite body is a biotite–quartz schist with a well-developed crenulation cleavage. Pegmatite xenoliths have been observed within the schist, with sizes ranging from a few centimetres to a metre. The pegmatite/schist contact is frequently hornfelsed.
The pegmatite is concordant with the regional foliation, striking northwest–southeast and dipping at 45–55º to the southeast. Drill data indicate the pegmatite has a strike length of 1,700 m, averages 12–13 m in thickness, and can reach as much as 20 m thick. It has been drill tested to 259 m vertical depth. It remains open to the west, east, and at depth.
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Pegmatite mineralogy consists of the following minerals, with their approximate vein content: spodumene (20%), microcline and albite (40–45%), quartz (30%) and muscovite (5%). Spodumene occurs as pale green to colourless, elongated, tabular, crystals that can range in size from millimetre to as much as 80 cm in length and be as wide as 10 cm. The spodumene laths are set in a medium- to very coarse-grained groundmass of colourless albite, translucent quartz and pale grey perthitic microcline. Pale yellow–green medium- to coarse-grained muscovite micas may be present. Poikilitic textures of spodumene and quartz are common. Tantalite–columbite and cassiterite can occur in association with albite.
The Xuxa pegmatite dike is found on both sides of the Piaui River but does not crop out in the river valley. Two drill holes were angled so as to pass under the Piaui River, with one hole drilled from each bank. The drill holes intercepted pegmatite at depth. Core logging showed the spodumene to be weathered and contain replacement textures. The current interpretation is that the Piaui River occupy a fault trace, and that the interpreted fault has thinned the pegmatite body in that location.
Figure 7-4 shows a typical cross section through the Xuxa deposit.
Figure 7-4 – Xuxa Cross Section (looking northeast)
7.3.1.2 Barreiro
The Barreiro pegmatite body is emplaced into biotite–quartz schist. Pale greenish–grey coloured, multi-centimetre-sized microcrystalline quartz–feldspar intercalations have been noted in the schist, with disseminated green, sub- to one-millimetre-sized amphibole and pink garnet crystals. Pegmatite xenoliths can be found within 3 m of the dike edge within the schist and can range from a centimetre to as much as a metre in size.
The pegmatite strikes northeast–southwest and dips to the southeast at 30–35º. Based on drill data, the dike is about 600 m long, 800 m wide, and has an average thickness of 30–35 m. It remains open to the northeast and at depth. The deepest drill hole reached 374 m. The pegmatite is apparently intruded discordant to the host crenulated biotite schist in surface exposures, but at depth, can be concordant, and emplacement may be related to local fracturing.
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The dike is slightly zoned into distinct spodumene-rich and albite-rich areas and is divided into an edge (or border), and a central zone. Overall, spodumene is about 20–24% of the dike mass, albite–microcline is approximately 32–40%, and around 10–18% is mica (muscovite).
The border zone is about 45 cm in thickness, and consists of fine-grained albite, quartz and muscovite. Heavy minerals such as cassiterite and tantalite may occur associated with albite units. The central zone is spodumene-rich and consists of albite and spodumene crystals that are typically 10–25 cm in length but can more rarely can attain as much as a metre in length. Spodumene crystals are also present as short, prismatic, elongated laths. The spodumene laths are colourless or pale green, sometimes displaying a poikilitic texture of fine- to medium-grained quartz and/or pale green sericite. Petalite occurs sporadically, as both colourless, translucent to transparent, coarse to very coarse-grained crystalline aggregates. It can also be present as cryptocrystalline, translucent masses.
Figure 7-5 shows a typical cross section through the Barreiro deposit.
Figure 7-5 – Barreiro Cross Section (looking northeast)
7.3.1.3 Lavra do Meio
The host country rock to the pegmatite dike is a biotite–quartz schist and has similar features to the schist that hosts the Barreiro pegmatite. Garnet and tourmaline have developed near the pegmatite–schist contact.
The dike is concordant with the schist foliation, strikes north–south and dips at 75–80º to the east. Based on drill data, the dike is about 300 m long, 250 m wide, and has an average thickness of 12–15 m. It remains open at depth, with the deepest drill hole reaching 270 m.
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The pegmatite mineralization is moderately to highly homogeneous mostly in the centre and deeper part. The upper and lower contact zones are characterized by albite, quartz and mica. In the albite-rich border zone, tantalite and cassiterite can occur interstitial to fan-shaped albite lamellae. In the pegmatite core, medium, to very coarse-grained laths of typically pale green spodumene and coarse to very coarse-grained, colourless, translucent to transparent, petalite crystal aggregates and cryptocrystalline masses occur and compose around 20% of the lithium-bearing minerals. Both spodumene and petalite are set within a micro-fractured, medium to coarse-grained matrix composed of quartz, mica, albite and microcline. The micro-fractures are infilled with pyrolusite.
Figure 7-6 is a cross-section through the Lavra do Meio pegmatite.
Figure 7-6 – Lavra do Meio Cross Section (looking north)
7.3.1.4 Nezinho do Chicao
The Nezinho do Chicão (Nezinho) pegmatite was discovered in the 1980s by Arqueana. It has been tested by a small pit and a number of exploration trenches (Figure 7-7).
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Figure 7-7 – Nezinho Do Chicao Plan Map
The pegmatite is hosted in a biotite–quartz schist, which is similar to the schist described as hosting the Barreiro pegmatite.
The pegmatite body strikes at 215º, dipping at 20–25º to the west. The dike is about 600 m long, 200 m wide and 15–20 m thick. It remains open, with the deepest drill hole reaching 150 m.
7.3.1.5 Murial
A similar biotite–quartz schist to that hosting the Barreiro pegmatite is host to the Murial pegmatite.
The pegmatite is a north–south striking body that has fluctuating westerly dips, ranging from 70–85º in the south of the dike, to a much shallower 25–35º in the north. It is about 750 m long, 200 m wide, and has an average thickness of 15–20 m. It remains open to the north, south, and at depth.
The southern part of the dike generally has lower lithium contents, and the pegmatite has a sub-vertical to nearly vertical orientation. To the north, the lithium concentrations increase, and the dike orientation changes to horizontal to sub-horizontal and becomes more planar in shape.
The pegmatite shows a border, intermediary and central zone. The border zone is enriched in albite, the intermediate zone is typically spodumene-rich, and the central zone contains both spodumene and petalite. The fine-grained border matrix can include tantalite and cassiterite mineralization.
A cross-section through the Murial pegmatite is provided in Figure 7-8.
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Figure 7-8 – Murial Cross Section (looking north)
7.3.2 Sao Jose Property
The São José property hosts five historical workings: Ramon, Lavra Antiga, Lavra Grande, Samambaia and Ananias (Figure 7-9). The São José area is locally known for gem-quality spodumene crystals that are used in jewelry.
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Figure 7-9 – Historical Workings within São José Property
7.3.2.1 Lavra Grande
The Lavra Grande pegmatite was mined from underground in two stopes targeting the alteration zone, with petalite as the primary mineralization target. The dike strikes east-west, is about 300 m long, and 20–25 m in width. It is near vertical, dipping at 75–80º to the north. Pegmatite mineralogy consists of spodumene, petalite, feldspar and quartz. Petalite crystals exhibit perfect crystalline habit and are rose in colour.
The country rock is a medium grey biotite-quartz-schist, occasionally exhibiting crenulation cleavage that may encompass, mm to cm sized coliform cordierite porphyroblasts and finely disseminated stretched iron sulphide crystals with a preferred orientation that is sub-parallel to the foliation. The weathered zone of the schist often includes enriched sericite zones and micro-crystalline quartz-calcite intercalations that include disseminated dark green sub to millimetre sized amphibole and pink garnet crystals, all within a gneissose fabric.
7.3.2.2 Lavra Ramon
This area was historically mined using artisanal methods for spodumene and feldspar. The dike consists of a contact (border) zone and a central zone. The contact zone consists of a thin, leukocytic and competent edge, whereas the central zone is predominantly coarse-grained with very large crystals. The Ramon dike has crystals that can be as much as 1–2 m in length, and spodumene can be as much as 50% of the pegmatite mass (Figure 7-10).
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Figure 7-10 – Macro Crystals at Lavra Ramon
Preliminary field work suggests the pegmatite is approximately 200 m long, 200 m wide, and 20 m thick and strikes N40ºW and dips 75º to the southeast. Country rock includes shale and gneiss. The strike of the country rock is N45ºW and the dip varies depending on distance to the granitic intrusions.
7.3.2.3 Lavra Antiga
This area was historically mined using artisanal methods for spodumene and feldspar. The dike consists of a contact (border) zone and a central zone. The main minerals are spodumene, feldspar, and quartz. The structure is essentially divided into a contact zone and central zone. The contact zone is characterized by a thin, leukocytic and competent edge and the central zone is predominantly coarse grained with very large crystals.
Preliminary field work suggests the pegmatite is approximately 200 m long, 200 m wide, and 15 m thick and strikes N40ºW and dips 75º to the southeast. The strike of the country rock is N45ºW and the dip varies depending on distance to the granitic intrusions.
7.3.2.4 Samambaia
The Samambaia pegmatite consists of a number of parallel intrusions (stacked pegmatites) with outcrop widths varying from 3–5 m in thickness. Three, parallel, stacked pegmatites can be identified over a 50 m interval in historical workings, with spodumene crystals clearly visible in the side-walls of the excavations. The pegmatite zone is estimated at 250 m long, striking northeast–southwest, and dipping at 45º to the southeast (Figure 7-11).
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Figure 7-11 – Samambaia Plan Map
The dike consists of a contact zone and a central zone. The contact zone consists of fine-grained, whitish, quartz–albite, whereas the central zone comprises spodumene, feldspar and quartz minerals. The central zone rock mass consists of about 25–28% spodumene, 40–45% feldspar, and 8–10% quartz. Country rock includes shale and gneiss. The strike of the country rock is N45ºW and the dip varies depending on distance to the granitic intrusions.
7.3.2.5 Ananias
The historical workings consist of a small pit and a single underground stope. Lithium minerals are visible in the excavation walls. The pegmatite is about 200 m long, 20 m thick, strikes east-west, and dips at 60º to the south (Figure 7-12).
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Figure 7-12 – Ananias Plan Map
It consists of a central zone and a contact zone. The central zone primarily consists of 25–28% spodumene, 40–45% feldspar, 8–10% quartz and 10% mica. The contact zone comprises whitish, fine-grained quartz and albite. The dimensions of the pegmatite have not been estimated. The strike of the country rock is N45ºW and the dip varies depending on distance to the granitic intrusions.
7.3.3 Genipapo
Only initial reconnaissance work has been performed on the Genipapo property, which has identified the Ilha Allegre, Jenipapo, Mario Gusmao and Sebastiano Dutra dikes, and small deposits identified by Arqueana as hosting tantalum–niobium–tin mineralization. Additional information is provided in Section 9-6. This area is not a current exploration focus.
7.3.4 Santa Clara
Initial reconnaissance activities have identified the Marculino, Maroto, Jose Gonsales and Bolasha pegmatites as well as areas that Arqueana reported as hosting tantalum–niobium–tin mineralization. Additional information is provided in Section 9-6. This area is not a current exploration focus.
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| 8 | DEPOSIT TYPES |
The deposits within the Project area are considered to be examples of LCT-type pegmatites.
The following deposit type descriptor for such pegmatites is summarized and abstracted from Bradley and McCauley (2013).
All known LCT pegmatites are associated with convergent-margin or collisional orogens. LCT pegmatite maxima at ca. 2650, 1800, 525, 350, and 100 Ma correspond to times of collisional orogeny and, except for a comparatively minor peak at 100 Ma, to times of supercontinent assembly. The largest known deposits are Archean in age (Viana and al, 2003).
LCT pegmatites represent the most highly differentiated and last to crystallize components of certain granitic melts. Parental granites are typically peraluminous, S-type granites, although some Archean examples are metaluminous, I-type granites. LCT pegmatites are enriched in the incompatible elements lithium, cesium, tin, rubidium, and tantalum, and are distinguished from other rare-element pegmatites by this diagnostic suite of elements. The dikes typically occur in groups, which consist of tens to hundreds of individual pegmatites and cover areas up to a few tens of square kilometres. LCT pegmatites are known to form as far as 10 km from the parental granite and the more distal the pegmatite, frequently the more fractionated. The most highly fractionated rare-element-enriched pegmatites only constitute 1–2% of regional pegmatite populations.
The dikes are commonly late syntectonic to early post-tectonic with respect to enclosing rocks. Most LCT pegmatites intruded metasedimentary rocks, which are often metamorphosed to low-pressure amphibolite to upper greenschist facies.
Individual pegmatites have various forms including tabular dikes, tabular sills, lenticular bodies, and irregular masses. They are significantly smaller than typical granitic plutons, and typically are of the order of tens to hundreds of metres long, and metres to tens of metres wide.
Most LCT pegmatite bodies show some sort of structural control. At shallower crustal depths, pegmatites tend to be intruded along anisotropies such as faults, fractures, foliation, and bedding planes. For example, in more competent rocks such as granites, pegmatites commonly follow fractures whereas pegmatites intruded into schists tend to conform to foliation. In higher-grade metamorphic host rocks, pegmatites are typically concordant with the regional foliation, and form lenticular, ellipsoidal, or tapered cylindrical bodies.
Lithium is mostly found in the silicates spodumene (LiAlSi2O6), petalite (LiAlSi4O10), and lepidolite (Li-mica, KLi2Al(Al,Si)3O10(F,OH)2). Lithium phosphate minerals, mainly montebrasite, amblygonite, lithiophilite, and triphylite, can be present in some LCT pegmatites. Tantalum mineralization predominantly occurs as columbite–tantalite ([Mn,Fe][Nb,Ta]2O6). Tin is found as cassiterite (SnO2). Cesium is mined exclusively from pollucite (CsAlSi2O6).
Most individual LCT pegmatite bodies are concentrically, though irregularly, zoned. However, there are unzoned examples known.
Within an idealized pegmatite, four main zones can be defined (Figure 8-1).
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Figure 8-1 – Generalized Schematic Representation LCT Pegmatite
These comprise:
Border: chilled margin just inside the sharp intrusive contact between pegmatite and country rock. Typically, a few centimetres thick, fine-grained, and composed of quartz, muscovite, and albite;
Wall: <3 m thick. Largest crystals <30 cm. Main minerals are albite, perthite, quartz, and muscovite. Graphic intergrowths of perthite and quartz are common. Can form economic muscovite concentrations that can be mined. Tourmaline and beryl may be present;
Intermediate: Term used to refer to everything between the wall and the core. These may be discontinuous rather than complete shells, there may be more than one, or there may be none at all. Major minerals include plagioclase and potassium feldspars, micas, and quartz. Can host beryl, spodumene, elbaite (tourmaline), columbite–tantalite, pollucite (zeolite), and lithium phosphates. Typically, coarser-grained than the wall or border zones;
Core: Often mono-mineralic quartz in composition. Perthite, albite, spodumene or other lithium aluminosilicates, and (or) montebrasite (lithium phosphate) may occur with the quartz.
LCT pegmatites crystallize from the outside inward. In an idealized zoned pegmatite, first the border zone crystallizes, then the wall zone, then the intermediate zone(s), and lastly, the core and core margin.
The QP considers that exploration programs that use the deposit model set out above would be applicable to the Project area.
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| 9 | EXPLORATION |
| 9.1 | INTRODUCTION |
Sigma began working on the Project in June 2012, focusing on a geological assessment of available field data to prioritize the 200 known pegmatites that occur on the various properties for future evaluation. A ranking table that highlighted pegmatite volume, mineralogy and Li2O and Ta2O5 grade was established.
Within the more prospective areas, Sigma concentrated its activities on detailed geological and mineralogical mapping of historically mined pegmatites, in particular, on the larger pegmatites, Xuxa and Barreiro. These dikes were channel sampled and subsequently assessed for their lithium, tantalum and cassiterite potential. This work was followed by bulk sampling and drilling. A comprehensive description of the work program was provided in Laporte (2018), from which the following information has been summarized and abstracted.
| 9.2 | GRIDS AND SURVEYS |
Landinfo, a Denver, Colorado-based company that specialises in satellite imagery, was contracted by SMSA to acquire a high definition satellite image and prepare a digital elevation model (DEM) for the Grota do Cirilo property area. In 2017, a DEM was constructed specifically for the Xuxa pegmatite area, and in 2018, the DEM was extended to include all targets on the Grota do Cirilo property (Figure 9-1).
A 3D topographic survey and mapping of the various historically mined pegmatites was conducted using differential global positioning system (DGPS) instruments and total station equipment.
| 9.3 | GEOLOGICAL MAPPING |
Sigma concentrated its activities on detailed geological and mineralogical mapping of historically mined pegmatites.
| 9.4 | CHANNEL MAPPING |
Sigma conducted a significant amount of channel sampling at the known historical mines and pegmatite outcrops on the Project from 2012 to 2014. A total of 544 channel samples were collected from 14 pegmatite bodies within the Grota do Cirilo property. Table 9-1 summarizes the channel sampling conducted during this time.
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Figure 9-1 – Grota do Cirilo Satellite Image
Table 9-1 – Channel Sampling Summary
| Property | Prospect | Number of Samples | ||||
| Grota do Cirilo | Xuxa | 5 | ||||
| Barreiro | 151 | |||||
| Lavra do Meio | 72 | |||||
| Murial | 50 | |||||
| Sao Jose | Lavra Grande | 40 | ||||
| Total | 318 | |||||
The channel samples were collected along and/or across strike, to the stratigraphy, schistosity, mineralization or other visible continuous structure. Individual channel samples were 10 to 15 cm in width, and approximately 5 cm in depth and one metre in length. Sample weights were between 15 to 30 kg. Channels were taken at outcrops, historic trenches, and historic mine workings. Samples were taken from both the pegmatite and the schist host rock. The samples, were bagged, tagged and sent to the SGS Belo Horizonte laboratory for analysis. Check samples were sent to SGS Johannesburg for control purposes.
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An example of the channel sampling methodology is provided in Figure 9-2, and is photographed at the Murial workings.

Figure 9-2 – Channel Samples at Murial Mine
| 9.5 | TRENCH SAMPLING |
Sigma generally followed up positive channel sampling results with trenching and collection of large bulk (500 to 1,000 kg) samples for evaluation of heavy mineral potential. Table 9-2 summarizes the trenching conducted during this time.
Table 9-2 – Grota do Cirilo Trench Sampling Summary
| Area | Number of Trenches | |||
| Barreiro | 6 | |||
| Lavra do Meio | 3 | |||
| Nzinho do Chicao | 2 | |||
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| Area | Number of Trenches | |||
| Mutamba | 5 | |||
| Gringo | 6 | |||
| Matinha | 4 | |||
| Costelao | 5 | |||
| Arueira | 3 | |||
| Acari | 5 | |||
| Total | 39 | |||
| 9.6 | EXPLORATION POTENTIAL |
The Grota do Cirilo property hosts a large swarm of pegmatites, with differing orientations and varying mineralogical compositions. The pegmatites can be separated into two classes:
| • | Structurally concordant (having dips and strikes comparable to that of the regional foliation of the host schist host (azimuth 300–340° and dip 40–60°). Nearly all of the pegmatites (Costelão, Matinha, Mutamba, Joao Vaqueiro, Arueira, etc.) belong to the concordant class. They form intrusive bodies (dikes), typically being several hundred metres in length and from 3–20 m thick |
| • | Structurally discordant; having dips and strikes that cross-cut schist foliation. The Gringo (azimuth 140–170° dip -15–55°), Barbieri (azimuth 340° dip 90°) and Urubu are examples of discordant pegmatites. |
The pegmatites which may support additional exploration activities in the Grota do Cirilo property are outlined in Table 9-3.
Table 9-3 – Grota do Cirilo Property Prospects
| Prospect | Description |
| Mutamba | Concordant to wall rock foliation, mainly containing feldspar and heavy minerals, and the outcrop is 240 m in length with a width of 4-7 m, dipping azimuth 320–340° dip - 45–55°. Arqueana mined the pegmatite to approximately 5 m depth. |
| Maxixe | One of the larger of the Arqueana excavations, commencing as an open pit, then being mined from underground. The former open pit is about 150 m long, and 20 m wide. The pegmatite dike strikes at 125–80º, and dips at 30–35º. It is hosted in a medium-grey-coloured, fine-grained, cordierite prorphyroblast-bearing biotite– quartz schist |
| Gringo | Discordant to the regional foliation, with high lithium content (spodumene/petalite). The Gringo outcrop is more than 130 m in length, 2–7 m in width and the observed contact attitudes suggest that it may widen in depth. Arqueana mined the pegmatite to approximately 5 m depth |
| Matinha | Concordant (or close to concordant) with foliation and is composed mainly of feldspar. The outcrop is 265 m in length, with a maximum width of 23 m, azimuth of 320° and dip -55° and steepens in the northeast to -90°). Arqueana mined the pegmatite to approximately 10–12 m depth. |
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| Prospect | Description |
| Costelão and Velho Costelão | The
Costelão and Velho Costelão pegmatites are closely located and are parallel in strike. Both are concordant bodies but have
different mineralogical composition. Costelão is a Li (ambligonite) type pegmatite, with an outcrop length of 220 m and width
of 11 m, az 330° dip -60°. Velho Costelão is smaller in size: the outcrop is 7 m wide,
an interpreted length of 100–150 m, az 340°, dip -75°. The north-eastern part of the Costelão body was mined columbite–tantalite, cassiterite, quartz and feldspar. The southwestern portion was exposed in several prospecting trenches and pits. Velho Costelão was mined from two small underground stopes. |
| Joao Vaqueiro | Concordant to the regional host rocks. It is spodumene/petalite-type pegmatite body. The outcrop has been shown to be more than 15 m thick, azimuth 320° and dip -50°. |
| Arueira | Concordant to the host rock. This is a lepidolite-type pegmatite that is 250 m in length, 2–5 m in width, striking 320°, and dipping at -50°. The pegmatite was open- pit mined by Arqueana and produced columbite–tantalite, cassiterite, lepidolite, quartz and feldspar. |
| Soldado | Soldado (Grota Soldado) is famous in the area for its extremely high grades of heavy minerals (columbite–tantalite and cassiterite). It is a slope deposit containing debris and blocks of pegmatite. In 2013, SMSA cleaned two old pits where garimpeiros had worked historically. Large blocks of pegmatite and a number of smaller boulders were found in the basal layer of a Quaternary deposit, but the in-situ pegmatite was not located. |
| Tamburil | The Tamburil pegmatite outcrop is around 7 m in width and 90 m length dipping at - 60° to the east. It is spodumene/petalite-type pegmatite body. It has been open pit mined to a depth of 10 m. |
| Acari | Located along strike from Tamburil. It is an outcrop 9 m in width and 150 m in length and dips 60° to the east. A well-developed lithium-bearing zone is visible on the south part of the outcrop that consists of a 4 m wide pocket of petalite. |
| Bee Mine | The Bee Mine is situated close to the Tamburil deposits and 500 m north northeast of Nezinho do Chicão. The pegmatite is exposed in old trench and in a 7 m-deep shaft and shows spodumene crystals. The pegmatite hanging wall and footwall are not exposed in the trench. |
| Peneira | The pegmatite is about 7–9 m thick and may be as much as 15 m thick. It is about 200–250 m long. It has been mined for columbite–tantalite, cassiterite, quartz and feldspar. Spodumene and petalite form in the intermediate zone, and spodumene comprises about 20% of the pegmatite body. The crystals are about 20–30 cm in length. Petalite is formed associated to the grains and fractures of spodumene in small interstitial portions throughout the body and is a small percentage of the body. |
Additional prospects and dikes that may warrant follow-up are provided in Table 9-4 for the Genipapo property and Table 9-5 for the Santa Clara property.
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Table 9-4 – Genipapo Property Prospects
| Prospect | Description |
| IIha Alegre | Located near the main road from Araçuaí-Itaobim, in the proximity of the Taquaral village. The body strikes southwest–northeast. This pegmatite has a composition including feldspar, quartz, mica and black tourmaline, very similar to the Santa Clara pegmatites. |
| Jenipapo | A dike approximately 10 m thick, concordant to wall rock (strike 325º, dip <75º). The composition is predominantly feldspar with quartz and mica. The body has been investigated by means of a single open pit to a depth of 5 m. |
| Lavra do Morundu | A vertical pegmatite dyke approximately 30 m thick by 250 m long. It is discordant to the fabric of the country rock. Heavy minerals including cassiterite and tantalite are recognizable in this pegmatite. |
| Mario Gusmão | A narrow (<5 m thick) dike, concordant to wall rock (strike 330º, dip <65º), composed of feldspar with quartz, mica and abundant black tourmaline. This pegmatite has been mined by means of an open pit to a depth of approximately 10 m. |
| Sebastiano Dutra | A 10–20 m thick, >150 m long dike, concordant to wall rock (strike 330º, dip <65º). The pegmatite exhibits well defined zoning: (i) feldspar with quartz and coarse mica wall zone; and (ii) feldspar (albite)–mica–quartz with columbite intermediate zone; and (iii) quartz core zone. This pegmatite has been mined for gemstone via several open pits of up to 10 m depth. |
| Aprigio and Aprigio 2 | These two pegmatites are located in proximity to each other and are concordant with the host rock fabric (320-45°). The main minerals are feldspar–quartz–mica (muscovite and lepidolite), and secondary minerals include black tourmaline (afrisite). No heavy minerals were observed. |
| Apriginho | The Apriginho pegmatite body is approximately 15–20 m wide and 60 m long. The main minerals are 60–70% feldspar, 15% quartz, 10% mica and 5% petalite, with accessory tourmaline. The body has small garimpeiro pits probably prospecting for tourmaline. The body is concordant with the host rock (340-75º). |
| Tedi | This pegmatitic body is 150 m long, striking north-south. The width of the pegmatite is unknown as the contact zones have not been exposed. The main minerals are feldspar, quartz, mica (muscovite and lepidolite) and the secondary minerals include black tourmaline. Garimpeiro activity was noted during the prospecting visit. |
| Vicente | Strikes east–west, with an 80º dip concordant to the host rock. In the area there are some small open pits and underground workings. The mineralogical composition of the bodies includes feldspar, quartz, mica and black tourmaline. |
| Bie | Strikes 320º and dips 90º, concordant with the host rock. The body was mined by means of an open pit 20 m wide and 70 m long. The main minerals are feldspar, quartz, and mica (muscovite and lepidolite) and the secondary minerals include black tourmaline and cassiterite. |
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Table 9-5 – Santa Clara Property Prospects
| Santa Clara Prospect | Description |
| Honorato and Marculino | The Honorato pegmatite is a 7–10 m wide dike, dipping discordantly to the host rock (strike 125º, dip <50º). An old open pit on the dike is about 150 m long, and 5 m deep. The Marculino pegmatite is located close to the Honorato body, probably dipping in different directions and with a combined length of around 600 m. The Marculino pegmatite has been prospected by means of a number of small pits, most of them now collapsed. The contact of the pegmatite with the host rocks is not visible, but according to pegmatite cleavage direction (az. 325º <40º), it seems to be concordant with the host rocks. The mineral composition of the Marculino and Honorato pegmatites is typical for the Santa Clara area, with 60–70% feldspar, with quartz, mica and black tourmaline. One sample from Honorato pit included small cassiterite crystals. |
| Maroto and Jose Gonsales | The Maroto pegmatite body strikes north–south and is 300 m in length. The Jose Gonsales pegmatite strikes east–west and is 200 m in length (according to historical map data). The two pegmatites are adjacent to the Marculino dike, on the upper part of the same hill. A large number of old pits and trenches with pegmatite debris were noted. |
| Bolacha and Antonio Preto | The Bolacha and Antonio Preto pegmatite bodies both strike north–south and are approximately 200 m in length. Prospecting was done by means of a series of pits. The pegmatite contains feldspar, quartz, mica and black tourmaline |
In the southern complex area, Sigma geologists have visited sites of historical workings, and undertaken reconnaissance mapping and sampling activities. The Lavra Grande, Samambaia, Ananias, Lavra do Ramom and Lavra Antiga pegmatites were mined for spodumene, petalite, feldspar and heavy minerals, and in some cases gem-quality crystals were targeted. These pegmatites are considered to warrant additional work.
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| 10 | DRILLING |
| 10.1 | INTRODUCTION |
Sigma has conducted a number of drilling campaigns on the project since acquiring the property in 2012. To date, this drilling has concentrated on the Grota do Cirilo pegmatites. Table 10-1 is a drill summary table showing the drilling completed by Sigma until December 2018. No further drilling was done in 2019. A total of 255 core holes (42,959.76 m) was completed.
Table 10-1 – Total Sigma Drill Holes
| Number of | Metres | |||||||
| Pegmatite/Area | Drill Holes | Drilled | ||||||
| Xuxa | 93 | 13,976.15 | ||||||
| Barreiro | 109 | 19,658.30 | ||||||
| Murial | 37 | 6,595.61 | ||||||
| Lavra do Meio | 17 | 2,188.98 | ||||||
| Nezinho do Chicao | 5 | 394.22 | ||||||
| Maxixe | 2 | 216.50 | ||||||
| Total | 255 | 42,959.76 | ||||||
| 10.2 | DRILL TYPE |
All drilling was core drilling at HQ core size (63.5 mm core diameter) to provide quality logging material, and in order to recover sufficient material for future metallurgical testing.
| 10.3 | SIGMA DRILLING CAMPAIGNS |
10.3.1 Xuxa
As at 31 December 2018, Sigma had completed a total of 93 diamond drill holes on Xuxa for 13,976.15 m (Table 10-2). All of the drilling is used in support of Mineral Resource estimation.
Table 10-2 – Total Xuxa Drilling
| Number of | Metres | ||||||||
| Year | Drill Holes | Drilled | |||||||
| 2014 | 9 | 649.2 | |||||||
| 2017 | 57 | 7,148.55 | |||||||
| 2018 | 27 | 6,178.40 | |||||||
| Total | 93 | 13,976.15 | |||||||
The 2014 drill program was undertaken by the Brazilian-based company Geosol, core was stored in locally made wooden boxes and transported to the company’s core sheds for logging and sampling. The average pegmatite intersection was 13.55 m and an average true thickness of 9.6 m was calculated. The true thickness, based on 2017 drilling, increased to 12.6 m, and was 13 m on average following the 2018 drilling.
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Ten percent of the holes at Xuxa have been drilled vertically and the remaining 90% are inclined at between 050º to 090º (average of 75º). The core holes are generally oriented at azimuth 145°, perpendicular to the general orientation of the pegmatite intrusions, and deviate slightly toward the west. Drill spacing is typically 50 m with wider spacing at the edges of the drill pattern. The drill hole intercepts range in thickness from approximately 85% of true width to near true width of the mineralization.
Illustrative intercepts through the deposit, showing examples of drill holes with low-grade intercepts, with high-grade intercepts and with higher-grade intercepts within lower-grade widths, are provided in Table 10-3. Figure 10-1 shows the locations of the drill collars. Figure 10-2 is a longitudinal section showing the general drill orientations.
Table 10-3 – Xuxa Example Drill Intercept Table
| UTM East | UTM North | Elevation | Azimuth | Dip | Depth | From | To | Thickness | Average Grade | ||||||||||||||||||||||||||||||||||
| Deposit/Area | Hole ID | (m) | (m) | (m) | (m) | (º) | (m) | (m) | (m) | (m) | (%Li2O) | ||||||||||||||||||||||||||||||||
| Xuxa | DH-XUX-01 | 190537.30 | 8146787.50 | 319.40 | 0.00 | -90.00 | 55.50 | 21.80 | 42.30 | 17.90 | 1.51 | ||||||||||||||||||||||||||||||||
| Xuxa | DH-XUX-23 | 190331.31 | 8146818.50 | 308.27 | 145.00 | -75.00 | 200.09 | 171.70 | 187.00 | 15.30 | 1.96 | ||||||||||||||||||||||||||||||||
| Xuxa | DH-XUX-27 | 190394.98 | 8146883.16 | 319.78 | 145.00 | -75.00 | 203.72 | 172.31 | 184.70 | 12.47 | 1.44 | ||||||||||||||||||||||||||||||||
| Xuxa | DH-XUX-33 | 190200.46 | 8146523.49 | 287.05 | 145.00 | -75.00 | 62.70 | 41.79 | 52.80 | 11.01 | 1.44 | ||||||||||||||||||||||||||||||||
| Xuxa | DH-XUX-91 | 190044.75 | 8146414.19 | 294.32 | 145.00 | -75.00 | 116.55 | 201.00 | 214.56 | 13.56 | 1.51 | ||||||||||||||||||||||||||||||||
| Xuxa | DH-XUX-63 | 189961.97 | 8146523.56 | 276.92 | 145.00 | -75.00 | 236.34 | 88.76 | 108.13 | 19.33 | 1.85 | ||||||||||||||||||||||||||||||||
| Xuxa | DH-XUX-63 | 189961.97 | 8146523.56 | 276.92 | 145.00 | -75.00 | 236.34 | 136.56 | 218.36 | 32.82 | 1.18 | ||||||||||||||||||||||||||||||||
| Xuxa | DH-XUX-55 | 189825.28 | 8146278.72 | 288.99 | 145.00 | -75.00 | 215.25 | 22.23 | 226.80 | 4.57 | 2.00 | ||||||||||||||||||||||||||||||||
| Xuxa | DH-XUX-74 | 190215.25 | 8146805.98 | 290.67 | 145.00 | -75.00 | 230.08 | 162.07 | 178.00 | 15.93 | 1.81 | ||||||||||||||||||||||||||||||||
| Xuxa | DH-XUX-74 | 190215.25 | 8146805.98 | 290.67 | 145.00 | -75.00 | 230.08 | 162.07 | 178.00 | 15.93 | 1.81 | ||||||||||||||||||||||||||||||||

Figure 10-1 – Plan View of the Drilling at Xuxa
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Figure 10-2 – Longitudinal View of the Drilling at Xuxa
10.3.2 Barreiro
Drilling from 2014–2018 consisted of 109 HQ drill holes (19,658.3 m). The drilling is summarized by year in Table 10-4. All but five of the drill holes are used in Mineral Resource estimation as five of the drill holes were completed after the database closeout date for estimation.
Table 10-4 – Total Barreiro Drilling
| Number of | Metres | ||||||||
| Year | Drill Holes | Drilled | |||||||
| 2014 | 4 | 181.05 | |||||||
| 2017 | 2 | 233.94 | |||||||
| 2018 | 103 | 19,243.31 | |||||||
| Total | 109 | 19,658.3 | |||||||
The drill holes were generally spaced between 50–100 m apart with 65% of the drilling being vertical and the remaining drill holes were drilled on a N310º azimuth. The drill-hole inclination ranged from 50º to 90º, and the deepest hole reached 350 m below surface. The average pegmatite intersection was about 42.00 m, resulting in a typical true thickness of 30–35 m.
Illustrative intercepts through the deposit, showing examples of drill holes with low-grade intercepts, with high-grade intercepts and with higher-grade intercepts within lower-grade widths, are provided in Table 10-5. A drill hole location plan for the drilling is provided in Figure 10-3, and a longitudinal view of the drill traces in Figure 10-4.
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Table 10-5 – Barreiro Example Drill Intercept Table
| UTM East | UTM North | Elevation | Azimuth | Dip | Depth | From | To | Thickness | Avera | |||||||||||||||||||||||||||||||||
| Deposit/Area | Hole ID | (m) | (m) | (m) | (m) | (º) | (m) | (m) | (m) | (m) | (%Li2) | |||||||||||||||||||||||||||||||
| Barreiro | DH-BAR-14 | 190891.26 | 8140690.17 | 330.00 | 0.00 | -90.00 | 122.07 | 60.38 | 97.41 | 37.03 | 1.50 | |||||||||||||||||||||||||||||||
| Barreiro | DH-BAR-16 | 190921.72 | 8140724.46 | 332.81 | 0.00 | -90.00 | 110.14 | 63.92 | 98.80 | 34.88 | 1.20 | |||||||||||||||||||||||||||||||
| Barreiro | DH-BAR-44 | 190653.36 | 8140575.39 | 302.01 | 0.00 | -90.00 | 81.39 | 28.75 | 73.68 | 28.32 | 1.21 | |||||||||||||||||||||||||||||||
| Barreiro | DH-BAR-47 | 190731.53 | 8140569.08 | 311.90 | 0.00 | -90.00 | 97.40 | 46.92 | 80.00 | 33.08 | 1.68 | |||||||||||||||||||||||||||||||
| Barreiro | DH-BAR-61 | 190882.14 | 8140763.39 | 331.28 | 0.00 | -90.00 | 122.18 | 80.98 | 110.64 | 39.98 | 1.41 | |||||||||||||||||||||||||||||||
| Barreiro | DH-BAR-65 | 190939.88 | 8140520.36 | 310.21 | 0.00 | -90.00 | 142.64 | 100.17 | 131.08 | 30.91 | 1.88 | |||||||||||||||||||||||||||||||
| Barreiro | DH-BAR-78 | 191183.01 | 8140455.27 | 322.40 | 310.00 | -75.00 | 384.74 | 306.00 | 338.04 | 32.04 | 2.10 | |||||||||||||||||||||||||||||||
| Barreiro | DH-BAR-103 | 191220.25 | 8140610.83 | 326.34 | 310.00 | -75.00 | 315.46 | 250.88 | 301.58 | 50.70 | 1.60 | |||||||||||||||||||||||||||||||

Figure 10-3 – Plan View of the Drilling at Barreiro
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Figure 10-4 – Longitudinal View of the Drilling at Barreiro
10.3.3 Lavra do Meio
During 2017–2018, Sigma completed 17 HQ core holes for 2,118.98 m. A drill hole summary table is provided in Table 10-6. All drilling is used in Mineral Resource estimation.
Table 10-6 – Total Lavra do Meio Drilling
| Number of | Metres | |||||||
| Year | Drill Holes | Drilled | ||||||
| 2017 | 2 | 157.99 | ||||||
| 2018 | 15 | 1,960.99 | ||||||
| Total | 17 | 2,118.98 | ||||||
The core holes drilled at Lavra do Meio are generally vertical, perpendicular to the general orientation of the pegmatite intrusions, and have a variable deviation toward the south. Their spacing is typically 50 m with wider spacing at 75 m at the east and west edges of the drill pattern. The drill holes dips range from -60° to -70° with an average of -60° and the drill hole intercepts range in thickness from approximately 95% of true width to near true width of the mineralization.
Illustrative intercepts through the deposit, showing examples of drill holes with low-grade intercepts, with high-grade intercepts and with higher-grade intercepts within lower-grade widths, are provided in Table 10-7. Drill collar locations are included in Figure 10-5 in plan view, and a longitudinal section showing the drilling is included as Figure 10-6.
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Table 10-7 – Lavra do Meio Example Drill Intercept Table
| UTM East | UTM North | Elevation | Azimuth | Dip | Depth | From | To | Thickness | Avera | |||||||||||||||||||||||||||||||||
| Deposit/Area | Hole ID | (m) | (m) | (m) | (m) | (º) | (m) | (m) | (m) | (m) | (%Li2) | |||||||||||||||||||||||||||||||
| Lavra do Meio | DH-LDM-02 | 192380.20 | 8140642.01 | 387.61 | 275.00 | -70.00 | 95.47 | 67.26 | 90.12 | 22.74 | 1.34 | |||||||||||||||||||||||||||||||
| Lavra do Meio | DH-LDM-04 | 192375.89 | 8140593.14 | 379.24 | 270.00 | -70.00 | 80.32 | 38.81 | 66.42 | 27.61 | 1.80 | |||||||||||||||||||||||||||||||
| Lavra do Meio | DH-LDM-08 | 192422.20 | 8140546.98 | 366.75 | 270.00 | -60.00 | 150.02 | 95.50 | 134.00 | 38.50 | 1.30 | |||||||||||||||||||||||||||||||
| Lavra do Meio | DH-LDM-14 | 192434.76 | 8140482.11 | 358.15 | 270.00 | -60.00 | 187.45 | 149.71 | 172.54 | 22.83 | 1.16 | |||||||||||||||||||||||||||||||
| Lavra do Meio | DH-LDM-14 | 192434.76 | 8140482.11 | 358.15 | 270.00 | -60.00 | 187.45 | 178.28 | 181.39 | 3.11 | 1.51 | |||||||||||||||||||||||||||||||

Figure 10-5 – Plan View of the Drilling at Lavra do Meio

Figure 10-6 – Longitudinal View of the Drilling at Lavra do Meio
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10.3.4 Murial
Drilling in 2017–2018 totals 6,595.61 m in 37 HQ core holes. A drill hole summary table is provided in Table 10-8. All but three of the drill holes are used in Mineral Resource estimation as three of the drill holes were completed after the database closeout date for estimation.
Table 10-8 – Total Murial Drilling
| Number of | Metres | |||||||
| Year | Drill Holes | Drilled | ||||||
| 2017 | 1 | 119,21 | ||||||
| 2018 | 36 | 6,476.40 | ||||||
| Total | 37 | 6,595,61 | ||||||
The core holes drilled at Murial are generally vertical, perpendicular to the general orientation of the pegmatite intrusions, and deviate toward the south. The spacing is typically 50 m with wider spacing at 100 m at the eastern edge of the drill pattern. The drill holes dips range from 57° to 61° with an average of 60° and the drill hole intercepts range in thickness from approximately 95% of true width to near true width of the mineralization.
Illustrative intercepts through the deposit, showing examples of drill holes with low-grade intercepts, with high-grade intercepts and with higher-grade intercepts within lower-grade widths, are provided in Table 10-9. Drill hole collar locations are provided in Figure 10-7 and Figure 10-8.
Table 10-9 – Murial Example Drill Intercept Table
| UTM East | UTM North | Elevation | Azimuth | Dip | Depth | From | To | Thickness | Avera | |||||||||||||||||||||||||||||||||
| Deposit/Area | Hole ID | (m) | (m) | (m) | (m) | (º) | (m) | (m) | (m) | (m) | (%Li2) | |||||||||||||||||||||||||||||||
| Murial | DH-MUR-01 | 192656.32 | 8141390.50 | 407.18 | 270.00 | -60.00 | 119.20 | 74.84 | 105.69 | 34.43 | 1.21 | |||||||||||||||||||||||||||||||
| Murial | DH-MUR-02 | 192655.57 | 8141285.07 | 413.16 | 270.00 | -60.00 | 103.30 | 64.15 | 87.70 | 22.70 | 1.33 | |||||||||||||||||||||||||||||||
| Murial | DH-MUR-06 | 192660.63 | 8141437.23 | 408.36 | 270.00 | -60.00 | 133.15 | 84.51 | 122.14 | 37.63 | 1.20 | |||||||||||||||||||||||||||||||
| Murial | DH-MUR-15 | 192658.73 | 8141236.96 | 413.16 | 270.00 | -60.00 | 94.09 | 67.11 | 80.28 | 13.17 | 1.12 | |||||||||||||||||||||||||||||||
| Murial | DH-MUR-23 | 192701.22 | 8141689.63 | 397.28 | 270.00 | -60.00 | 152.34 | 115.17 | 139.53 | 23.82 | 1.25 | |||||||||||||||||||||||||||||||
| Murial | DH-MUR-30 | 192721.63 | 8141588.77 | 396.82 | 270.00 | -60.00 | 208.37 | 178.27 | 192.63 | 14.36 | 1.38 | |||||||||||||||||||||||||||||||
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100 Figure 10‐7 – Plan View of the Drilling at Murial

Figure 10‐8 – Longitudinal View of the Drilling at Murial
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10.3.5 Nezinho do Chicao
Five drill holes totalling 394.22 m have been completed at Nezinho do Chicao (Table 10-10).
Table 10-11 provides illustrative intercepts through the deposit, showing examples of drill holes with low-grade and high-grade intercepts. The average grade over the five holes is 1.33% Li2O. Figure 10-9 shows the collar locations.
Table 10-10 – Total Nezinho do Chicao Drilling
| Number of | Metres | |||||||
| Year | Drill Holes | Drilled | ||||||
| 2018 | 5 | 394,22 | ||||||
| Total | 5 | 394,22 | ||||||
Table 10-11 – Nezinho do Chicao Example Drill Intercept Table
| UTM East | UTM North | Elevation | Azimuth | Dip | Depth | From | To | Thickness | Average Grade | |||||||||||||||||||||||||||||||||
| Deposit/Area | Hole ID | (m) | (m) | (m) | (m) | (º) | (m) | (m) | (m) | (m) | (%Li20) | |||||||||||||||||||||||||||||||
| Nezinho do Chicao | DH-NDC-01 | 191528.73 | 8139671.55 | 323.94 | 270.00 | -60.00 | 61.68 | 18 | 45.9 | 27.9 | 0.71 | |||||||||||||||||||||||||||||||
| Nezinho do Chicao | DH-NDC-02 | 191576.92 | 8139671.64 | 319.93 | 270.00 | -60.00 | 78.27 | 41.66 | 61.91 | 20.25 | 1.04 | |||||||||||||||||||||||||||||||
| Nezinho do Chicao | DH-NDC-03 | 191629.63 | 8139674.62 | 313.8 | 270.00 | -60.00 | 101.2 | 64.87 | 86.19 | 21.32 | 1.32 | |||||||||||||||||||||||||||||||
| Nezinho do Chicao | DH-NDC-04 | 191584.91 | 8139722.12 | 320.93 | 270.00 | -60.00 | 77.44 | 46.81 | 63.71 | 17.53 | 1.71 | |||||||||||||||||||||||||||||||
| Nezinho do Chicao | DH-NDC-05 | 191577.95 | 8139626.83 | 316.12 | 270.00 | -60.00 | 75.63 | 43.1 | 65.65 | 22.5 | 1.85 | |||||||||||||||||||||||||||||||

Figure 10-9 – Plan View of the Drilling at Nezinho do Chicao
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10.3.6 Maxixe
Two drill holes totalling 216.5 m have been completed at Maxixe (Table 10-12). Figure 10-10 shows the collar locations.
Table 10-12 – Total Maxixe Drilling
| Number of | Metres | ||||||
| Year | Drill Holes | Drilled | |||||
| 2017 | 2 | 216,50 | |||||
| Total | 2 | 216,50 | |||||

Figure 10-10 – Maxixe Drill Hole Location Plan
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10.4 DRILL HOLE LOGGING
In each program core logging consisted of recording the following key information into Excel spreadsheets:
| • | Lithology: description, colour, grain size, unit, code; |
| • | Alteration: code, intensity, type; |
| • | Mineralization: estimated spodumene %, major minerals (quartz, albite, microcline, amphibolite, muscovite, tantalite/columbite, cassiterite, biotite, tourmaline, cordierite), major mineral percentage; |
| • | Structures: veins, faults, shear zones, breccias, mineral lineation, lithological contacts; |
| • | Rock quality designation (RQD); |
| • | Recovery; |
| • | Magnetic susceptibility. |
All core was photographed.
10.5 RECOVERY
Due to the hardness of the pegmatite units, the recovery of the drill core was generally excellent, and was typically 100%.
10.6 DRILL SURVEYS
Drill hole collars were picked up in the field using a Real Time Kinematic (RTK) GPS with an average accuracy of 0.01 cm.
All drill holes were down-hole surveyed by Sigma personnel using the Reflex EZ-Trac and Reflex Gyro instruments. Calibrations of tools were completed in 2017 and 2018.
10.7 QP COMMENT
Sigma conducted HQ drilling programs in 2014, 2017, and 2018 on selected pegmatite targets. The drill programs have used industry-standard protocols that include core logging, core photography, core recovery measurements, and collar and downhole survey measurements. There are no drilling, sampling or recovery factors that could materially impact the accuracy and reliability of the results in any of the drill campaigns.
Information collected during the campaigns can be used to support Mineral Resource estimation at Xuxa, Barreiro, Lavra do Meio and Murial. There are insufficient drill holes to support estimates at Maxixe and Nezinho de Chicao.
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| 11 | SAMPLE PREPARATION, ANALYSES AND SECURITY |
11.1 INTRODUCTION
The descriptions in this section are based on information supplied by Sigma and observations made during the independent verification programs conducted at the Project site by SGS during September 11–15, 2017, July 11–17, 2018 and September 18-23, 2018.
The evaluation of the geological setting and mineralization on the Project is based on observations and sampling from surface (through geological mapping, grab and channel samples) and diamond drilling.
11.2 SAMPLING
11.2.1 Geochemical Sampling
Geochemical samples consisted of rock chip and grab samples taken from areas of outcrop. These were generally about 1 kg in weight.
11.2.2 Channel Sampling
Channel samples were collected by cutting channels with a diamond-disc cutting machine. Typically, the cut channel measured 4 cm in width and 10 cm in depth. Each channel sample was generally 1 m long and cut directly from the outcrop, identified, numbered and then placed in a new plastic bag. Due to the hardness of the pegmatite units, the recovery of the channel material was generally very good, averaging more than 95%.
11.2.3 Trench Sampling
Sigma generally followed up positive channel sampling results with trenching. This work was conducted from 2012 to 2014.
Trenches were typically 1 m wide, 0.5 m deep, and were dug at 2.5 m intervals across the entire pegmatite width from footwall to hanging wall. Full-width pegmatite samples were taken from each trench and aggregated to form 800–1,000 kg trench bulk samples for metallurgical test work.
11.2.4 Core Sampling
Drill core of HQ size was placed in wooden core boxes and delivered daily by the drill contractors to the project core logging facilities at SMSA camp. The drill core was first aligned and measured by the technician and geologist for core recovery. The core recovery measurements were followed by the RQD measurements. After a summary review of the core, it was logged, and sampling intervals were defined by a geologist. Before sampling, the core was photographed using a digital camera and the core boxes were identified with box number, hole ID, and aluminium tags were used to mark the sample intervals.
Sampling intervals were determined by the geologist, marked and tagged based on lithology and mineralization observations. The typical sampling length was 1 m but varied according to lithological contacts between the mineralized pegmatite and the host rock. In general, 1 m host rock samples were collected from each side that contacts the pegmatite. The HQ drill core samples were split into two halves with one half placed in a new plastic bag along with the sample tag; the other half was replaced in the core box with the second sample tag for reference. The third sample tag was archived on site.
Copies of the Excel spreadsheets are stored on external hard drive and backed-up every day for security.
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11.2.5 Metallurgical Sampling
HQ size drill core was collected from a portion of the 2017-2018 Xuxa drill program for metallurgical purposes. The first half of the HQ drill core was selected for metallurgical testing. The second half was split in two quarters, one quarter placed in a new plastic bag along with the sample tag and the remaining quarter was replaced in the core box with the second sample tag for reference. The samples were then catalogued and placed in rice bags or pails, for shipping. The sample shipment forms were prepared on site with one copy inserted with the shipment, one copy sent by email to SGS Geosol, and one copy kept for reference. The samples were transported on a regular basis by SMSA driver by pick-up truck directly to the SGS Geosol facilities in Belo Horizonte. At SGS Geosol, the sample shipment was verified, and a confirmation of shipment reception and content was emailed to the Sigma CEO and project geologist.
11.3 DENSITY DETERMINATIONS
Densities were measured by SGS Geosol using pycnometer measurement. Measurements were made by lithology with special attention to the lithium-bearing pegmatite. Separate measurements were made for the Xuxa, Barreiro, LDM and Murial deposits. A total of 188 measurements were made on Xuxa core from 2017-2018. Of the 188 measurements, 24 were made on albite-altered pegmatite, 54 on schist, and 110 on lithium-bearing pegmatite. The average results for Xuxa are presented in Table 11-1.
Table 11-1 – Xuxa Density Test Results Summary
| Lithology | Specific Gravity | |
| Albite altered pegmatite | 2.61 ± 0.05 | |
| Schist | 2.77 ± 0.05 | |
| Lithium bearing pegmatite | 2.70 ± 0.09 |
For Barreiro, a total of 401 measurements were made on core from the 2018 drill program. Of the 401 measurements, 82 were made on albite-altered pegmatite, 177 on schist, and 142 on lithium-bearing pegmatite. The average results for Barreiro are presented in Table 11-2.
Table 11-2 – Barreiro Density Test Results Summary
| Lithology | Specific Gravity | |
| Albite altered pegmatite | 2.65 ± 0.04 | |
| Schist | 2.76 ± 0.05 | |
| Lithium bearing pegmatite | 2.71 ± 0.08 |
For Murial, a total of 134 measurement were made by the same method on core from the 2018 drill program. Of the 134 measurements, 32 were made on the albite altered pegmatite, 58 on the schist and 44 on the lithium bearing pegmatite. The average results for Murial are presented in Table 11-3.
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Table 11-3 – Murial Density Test Results Summary
| Lithology | Specific Gravity | |
| Albite altered pegmatite | 2.65 ± 0.04 | |
| Schist | 2.79 ± 0.05 | |
| Lithium bearing pegmatite | 2.69 ± 0.08 |
For Lavra do Meio, a total of 51 measurement were made by the same method on core from the 2018 drill program. Of the 51 measurements, 9 were made on the albite altered pegmatite, 22 on the schist and 20 on the lithium bearing pegmatite. The average results for Lavra do Meio are presented in Table 11-4.
Table 11-4 – Lavra do Meio Density Test Results Summary
| Lithology | Specific Gravity | |
| Albite altered pegmatite | 2.63 ± 0.05 | |
| Schist | 2.78 ± 0.06 | |
| Lithium bearing pegmatite | 2.65 ± 0.06 |
| 11.4 | ANALYTICAL AND TEST LABORATORIES |
All samples collected by SMSA during the course of the 2012–2018 exploration programs relating to the Grota do Cirilo property were sent to SGS Geosol in Belo Horizonte, Brazil.
A portion of the 2017–2018 sample pulps were prepped by ALS Brazil Ltda. in Vespasiano, Brazil (ALS Vespasiano) and shipped to ALS Canada Inc. Chemex Laboratory (ALS Chemex) in North Vancouver, BC, Canada for cross check validation.
A portion of the 2014 samples were resampled by the QP and sent for validation to the SGS Lakefield laboratory (SGS Lakefield) in Lakefield, Canada.
All laboratories, including ALS Chemex, ALS Vespasiano, SGS Lakefield and SGS Geosol are ISO/IEC 17025 accredited. The SGS Geosol laboratory is ISO 14001 and 17025 accredited by the Standards Council. All laboratories used for the technical report are independent of Sigma and SMSA and provide services to Sigma pursuant to arm’s length service contracts.
| 11.5 | SAMPLE PREPARATION AND ANALYSIS |
All channel sample and drill core handling were done on site with logging and sampling conducted by employees and contractors of SMSA. Trench samples collected from 2012–2014 were crushed in Sigma’s on-site pilot plant, using a jaw crusher and then roll crushed to reduce the material to below 2 mm size. The heavy minerals were then concentrated on site using a pulse jig (refer to photograph of the pulse jig in Figure 5-3). The Universities of Rio de Janeiro and São Paulo, as well as SGS Lakefield, completed various metallurgical test work on these samples (refer to Section 13).
Channel and drill core samples collected during the 2013, 2014, 2017 and 2018 exploration programs from the Grota do Cirilo property were transported directly by Sigma representatives to SGS Geosol for sample preparation. The submitted samples were pulverized at SGS Geosol to respect the specifications of the analytical protocol and then analysed in the same laboratory. In 2013 and 2014, samples were pulverized at the same facilities, following the same specification as used in 2017.
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All samples received at SGS Geosol were inventoried and weighted prior to being processed. Drying was done to samples having excess humidity. Sample material was crushed to 75% passing 3 mm using jaw crushers. One kilogram of material is put on separate bag and reserved for future analysis. Ground material was then split in two using a Jones split riffle to obtain one 2 kg sample reserved for duplicate analysis and one 1 kg samples for primary analysis. One-kilogram sub-samples were then pulverized using a ring and puck mill or a single component ring mill to 95% passing 150 mesh (106 µm) and split into four 250 g samples using a rotative splitter. The balance of the crushed sample (reject) was placed into the original plastic bag. The pulverized samples were finally analysed by SGS Geosol.
SGS Geosol has used two analytical methods for the pulverized samples from the Project. The analytical method used by SGS Geosol for the 2017 program is the 55-element analysis using sodium peroxide fusion followed by both inductively coupled plasma optical emission spectrometry (ICP-OES) and inductively coupled plasma mass spectrometry (ICP-MS) finish (SGS code ICM90A). This method uses 10 g of the pulp material and returns different detection limits for each element and includes a 10 ppm lower limit detection for Li and a 10,000-ppm upper limit detection for Li. For the 2018 program, SGS Geosol used a 31-element analytical package using sodium peroxide fusion followed by both Inductively Coupled Plasma Atomic Emission Spectrometry (ICP-AES) and ICP-MS finish (SGS code ICP90A). Analytical results were sent electronically to Sigma and results were compiled in an MS Excel spreadsheet by the project geologists.
All samples received at ALS Vespasiano were inventoried, weighed and dried prior to being processed. Sample material was crushed to 70% passing 2 mm using jaw crushers. Crushed material was split to 250 g sub-samples and then pulverized using a ring and puck mill or a single component ring mill to 85% passing 200 mesh (75 µm). The pulverized samples were sent to ALS Chemex using SGS-secured delivery services. Lithium and boron were determined by sodium peroxide fusion followed by ICP-AES analysis (ALS Chemex method ME-ICP82b). The method is a high-precision analytical method for Li to support resource determination in known deposits.
The 2017 witness samples collected on the 2014 drill core were analysed at SGS Lakefield using sodium peroxide fusion followed by both ICP-OES and ICP-MS finish (SGS code ICM90A).
| 11.6 | QUALITY ASSURANCE AND QUALITY CONTROL |
In addition to the laboratory quality assurance quality control (QA/QC) routinely implemented by SGS Geosol and ALS Chemex using pulp duplicate analysis, Sigma developed an internal QA/QC protocol for the Grota do Cirilo drilling, which consisted of the insertion of analytical standard reference materials (standards), blanks and core duplicates on a systematic basis with the samples shipped to the analytical laboratories. No pulp reanalysis was performed by Sigma in 2013 and 2014. A total of 664 pulp samples from the 2017–2018 Grota do Cirilo drilling program were sent to ALS Vespasiano for third-party verification.
| 11.6.1 | Analytical Standards |
Sigma inserted standards in sample batches during the 2014 and 2017–2018 sampling programs. During the 2014 campaign, the standard used was made of locally sourced and prepared pegmatite and was not certified. Sigma inserted an uncertified standard into the sample stream for every 25 samples for a total of five uncertified standards inserted. The 2017–2018 campaign used seven certified standards from African Mineral Standards (AMIS), an international supplier of certified reference materials (Table 11-5). The recommended lithium values for the AMIS standards range between 0.16 and 2.27% Li2O. A total of 88 standards were inserted during the 2017 campaign and 345 were inserted during the 2018 campaign. Figure 11-1 to Figure 11-6 show the standard results for AMIS standards submitted as part of the 2017–2018 campaigns.
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Table 11-5 – Standard Average Li Values with Analytical Error
| Analytical Standards | Li (ppm) | Analytical Error (2σ) | ||||||
| AMIS0341 | 4,733 | 799 | ||||||
| AMIS0338 | 1,682 | 428 | ||||||
| AMIS0339 | 22,700 | 2,506 | ||||||
| AMIS0340 | 14,060 | 1462 | ||||||
| AMIS0342 | 1,612 | 198 | ||||||
| AMIS0343 | 7,150 | 1525 | ||||||
| AMIS0408 | 15,300 | 2,360 | ||||||
Figure 11-1 – Standard Sample Analysis Results for the 2017–2018 Batch with Standard AMIS0338
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Figure 11‐2 – Standard Sample Analyses Results for the 2017–2018 Batch with Standard AMIS0339
Figure 11‐3 – Standard Sample Analyses Results for the 2017–2018 Batch with Standard AMIS0341
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Figure 11‐4 – Standard Sample Analyses Results for the 2017–2018 Batch with Standard AMIS0342
Figure 11‐5 – Standard Sample Analyses Results for the 2017–2018 Batch with Standard AMIS0343
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Figure 11-6 – Standard Sample Analyses Results for the 2017–2018 Batch with Standard AMIS0408
The results for the 2017–2018 batch are mostly within two times the standard deviation of the expected results. Only one result out of the 433 standards fell outside the acceptable limits recommended by AMIS.
| 11.6.2 | Analytical Blanks |
During the 2017–2018 campaign Sigma included insertion of analytical blanks in the sample series as part of their internal QA/QC protocol. The blank samples, which are made of fine silica powder provided by AMIS, are inserted an average of one for every 20 samples by the Sigma geologist and subsequently sent to SGS Geosol. The same procedure was used by Sigma for the 2014 drilling campaign but with locally sourced silicate stone.
A total of 647 analytical blanks were analysed during the 2017–2018 exploration programs. From the 647 blanks analysed, the first 43 (five in 2014 and 39 in 2017) yielded results between 50 and 94 ppm. In the last 554 samples only one sample returned with a value over three times the laboratory detection limit of 10 ppm. This discrepancy between the first 43 blanks and the rest is likely due to contamination of the initial blank batch of uncertified material. Because the level of contamination is very low, it is the QP’s opinion that these slightly higher values are inconsequential. Figure 11-7 shows blank sample results from the 2017–2018 exploration program.
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Figure 11-7 – Blank Sample Analyses from the 2017–2018 Campaign
| 11.6.3 | Core Duplicates |
Sigma inserted core duplicates as every 20th sample in the sample series as part of their internal QA/QC protocol. The sample duplicates correspond to a quarter HQ core from the sample left behind for reference, or a representative channel sample from the secondary channel cut parallel to the main channel. A total of 333 duplicate pairs were analyzed and only one sample fell outside the 20% difference line. Figure 11-8 is a scatterplot comparing original and duplicate core pairs. The average value for the original values is 4,431.5 ppm Li and the average value for the duplicate values is 4,433.2 ppm Li. The difference between original and duplicate averages is 1.63 ppm. The correlation coefficient R2 of 0.9912 suggests a high similarity between the two sets of analyses.
Pulp duplicates analyses were also conducted on 387 sample intervals. The average Li concentration for the original values is 4,547.6 ppm Li and the average value of the duplicates is 4,551.9 ppm Li. The difference between the averages is 4.3 and standard two-tailed paired t-test analysis returned no statistically significant bias. The correlation coefficient R2 of 0.9896 suggests a high similarity between the two sets of analyses (Figure 11-9).
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Figure 11-8 – Scatterplot of Core Duplicates
Figure 11-9 – Correlation Between Original Samples and Pulp Duplicates
| 11.6.4 | Check Assays |
As additional QAQC, Sigma sent 664 samples from the 2017-2018 Grota do Cirilo drilling campaign to ALS Chemex for check sample analysis using the ALS Chemex protocol ME-ICP82b with sodium peroxide fusion.
Preparation was done by ALS Vespasiano and the samples were subsequently shipped to Vancouver for analysis.
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The average lithium concentration for the original samples was 6,411.4 ppm Li and the duplicates averaged 6,475.9 ppm Li. The average difference was 64.5 (1.0%) and standard two-tailed paired t-test analysis returned a p-value of 0.0006 (α = 0.05) (Table 11-6 and Table 11-7). This indicates a slight bias with the ALS Chemex duplicates which is well within the accepted margin of error. Since the correlation coefficient R2 of 0.9792 suggest a high similarity between the two sets of analyses (Figure 11-10 and Figure 11-11), this bias does not warrant any corrective action. Five outliers were identified, but they were not linked to any statistical drift, and thus, it is inconsequential. The control sample results are therefore deemed acceptable, and the original data can be used in Mineral Resource estimation.
Table 11-6: Check Assay Original vs Control Samples
| ORIGINAL > CONTROL | ORIGINAL ≤ CONTROL | |||||||||||||||||||
| ELEMENT | COUNT | Count | % | Count | % | |||||||||||||||
| Li2O (%) | 664 | 375 | 56 | 287 | 44 | |||||||||||||||
Table 11-7: Check Assay Original and Control Descriptive Statistics
| Standard | ||||||||||||||||
| Data Set | Mean | Minimum | Maximum | Deviation | ||||||||||||
| SGS_Geosol | 6,411.40 | 50 | 43,175 | 5,948.2 | ||||||||||||
| ALS | 6,475.9 | 40 | 44,956 | 5,989 | ||||||||||||
Figure 11-10: Check Assay Correlation Between Original Samples and Pulp Duplicates
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Figure 11-11: Check Assay Distribution of the Difference Between Original Results and Pulp Duplicates
| 11.7 | SAMPLE SECURITY |
Core was not stored in a secured area; however, access to the area is limited to authorized employees. Samples are placed into bags and numbered with the sample tag inserted in the bag. Sample collection and transportation have always been undertaken by company personnel using company vehicles. Tracking of sample shipments used industry-standard procedures. Chain-of-custody procedures consisted of filling out sample submittal forms that were sent to the laboratory with sample shipments to make certain that all samples were received by the laboratory.
| 11.8 | SAMPLE STORAGE |
The remaining drill core is stored at the Project site in metal racks in secure sheds.
| 11.9 | QP COMMENTS |
SGS validated the exploration processes and core sampling procedures (2017) used by SMSA as part of an independent verification program.
The QP concluded that the drill core handling, logging and sampling protocols are at conventional industry standard and conform to generally acceptable best practices. The chain of custody was followed by SMSA employees and the sample security procedure showed no flaws.
The QP considers that the sample quality is good and that the samples are generally representative.
Finally, the QP is confident that the system is appropriate for the collection of data suitable for a Mineral Resource estimate.
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The descriptions in this section are based on information supplied by Sigma and observations made during the independent verification programs conducted at the Project site by SGS during September 11–15, 2017 and July 11–17, 2018 and September 18-23, 2018.
The evaluation of the geological setting and mineralization on the Project is based on observations and sampling from surface (through geological mapping, grab and channel samples) and diamond drilling.
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| 12 | DATA VERIFICATION |
A visit to the Project was conducted by Marc-Antoine Laporte, P.Geo., M.Sc. from September 11–15, 2017, again from July 11–17, 2018 and from the 18-23 September 2018. The visits enabled the QP to become familiar with the exploration methods used by SMSA, the field conditions, the position of the drill hole collars, the core storage and logging facilities and the different exploration targets. During the 2017 site visit, the QP collected a total of 26 control samples from witness core stored on site from the 2014 Xuxa deposit drill program.
The data validation was conducted from three fronts:
Validation of the drilling database;
Validation of the QA/QC data (see section 11.6);
Control sampling program.
| 12.1 | DRILLING DATABASE |
The database for the Project was first transmitted to SGS by Sigma on September 15, 2017 and regularly updated by Sigma geologists. The database contains data for: collar locations; downhole surveys; lithologies and lithium assays.
Upon importation of the data into the modelling and mineral resources estimation software (Genesis©), SGS conducted a second phase of data validation. At this point all the major discrepancies were removed from the database.
Lastly, SGS conducted random checks on approximately 5% of the assay certificates, to validate the assay values entered in the database.
| 12.2 | WITNESS SAMPLING |
During the 2017 site visit, the QP conducted a check sampling program, re-sampling a total of 26 core samples from the 2014 drill program to verify the presence of lithium mineralization on the Xuxa deposit. The samples were taken from previously sampled intervals and the half cores were cut to quarter cores. The samples were analysed at SGS Lakefield for lithium.
A total of nine mineralized intervals were sampled to compare the average grade for the two different laboratories (Table 12-1). The average for the original samples is 1.61 % Li2O while the average for the control samples is 1.59 % Li2O (Table 12-2). The average grade difference is 0.02% which makes a relative difference of 1.28% between the original and the control samples.
Table 12-3, and Figure 12-1 to Figure 12-3 present the results of the control sample statistical analysis. The correlation plot yields a correlation coefficient R2 of 0.6527 and standard two-tailed paired t-test analysis returned no statistically significant bias (p-value = 0.8473 / α = 0.05). This gives no reasons to doubt the validity of the SGS Geosol assays results.
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Table 12-1 – Witness Sample Mineralized Interval Comparison between SGS Geosol and SGS Lakefield
| Relative | ||||||||||||||||||||||||||
| From | To | Length | SGS Geosol | SGS Lakefield | Difference | |||||||||||||||||||||
| Drill Hole | Sample Number | (m) | (m) | (m) | Li2O% | Li2O% | (%) | |||||||||||||||||||
| DH-XU-01 | AT-2005 | 23.50 | 25.00 | 0 | 2.0903 | 1.8834 | 0.0990 | |||||||||||||||||||
| DH-XU-01 | AT-2010 | 30.90 | 32.00 | 1.5 | 1.9138 | 2.1155 | -0.1054 | |||||||||||||||||||
| DH-XU-01 | AT-2017 | 39.70 | 41.00 | 1.1 | 0.8754 | 1.3435 | -0.5347 | |||||||||||||||||||
| DH-XU-02 | AT-2024 | 81.00 | 82.40 | 1.3 | 2.4264 | 2.3500 | 0.0315 | |||||||||||||||||||
| DH-XU-02 | AT-2030 | 88.90 | 90.20 | 1.4 | 1.6600 | 1.6236 | 0.0219 | |||||||||||||||||||
| DH-XU-02 | AT-2035 | 95.60 | 96.60 | 1.3 | 3.0110 | 2.6661 | 0.1146 | |||||||||||||||||||
| DH-XU-04 | AT-2041 | 86.70 | 87.70 | 1 | 1.9414 | 1.3021 | 0.3293 | |||||||||||||||||||
| DH-XU-04 | AT-2045 | 91.00 | 91.90 | 1 | 2.3614 | 2.6376 | -0.1170 | |||||||||||||||||||
| DH-XU-04 | AT-2049 | 94.40 | 95.50 | 0.9 | 0.7796 | 1.4412 | -0.8487 | |||||||||||||||||||
| DH-XU-05 | AT-2057 | 37.60 | 38.60 | 1.1 | 2.0744 | 1.3400 | 0.3540 | |||||||||||||||||||
| DH-XU-05 | AT-2061 | 42.20 | 43.40 | 1 | 1.1932 | 1.7088 | -0.4322 | |||||||||||||||||||
| DH-XU-05 | AT-2066 | 48.80 | 50.00 | 1.2 | 1.8583 | 1.5099 | 0.1875 | |||||||||||||||||||
| DH-XU-06 | AT-2074 | 54.80 | 56.00 | 1.2 | 0.6470 | 0.5346 | 0.1737 | |||||||||||||||||||
| DH-XU-06 | AT-2082 | 64.40 | 65.60 | 1.2 | 2.3767 | 1.1783 | 0.5042 | |||||||||||||||||||
| DH-XU-06 | AT-2087 | 70.70 | 71.90 | 1.2 | 1.0337 | 1.2453 | -0.2047 | |||||||||||||||||||
| DH-XU-07 | AT-2099 | 24.40 | 25.60 | 1.2 | 1.3756 | 1.4929 | -0.0853 | |||||||||||||||||||
| DH-XU-07 | AT-2101 | 26.70 | 27.70 | 1.2 | 0.2917 | 0.3189 | -0.0930 | |||||||||||||||||||
| DH-XU-08 | AT-2109 | 68.30 | 69.30 | 1 | 2.0692 | 3.2551 | -0.5731 | |||||||||||||||||||
| DH-XU-08 | AT-2113 | 72.00 | 73.00 | 1 | 3.7001 | 2.5190 | 0.3192 | |||||||||||||||||||
| DH-XU-08 | AT-2120 | 78.90 | 79.70 | 1 | 2.2454 | 2.1119 | 0.0594 | |||||||||||||||||||
| DH-XU-09 | AT-2131 | 23.80 | 24.80 | 0.8 | 1.1430 | 1.1463 | -0.0028 | |||||||||||||||||||
| DH-XU-09 | AT-2137 | 29.50 | 30.20 | 1 | 2.6732 | 3.0125 | -0.1269 | |||||||||||||||||||
| DH-XU-09 | AT-2140 | 31.80 | 32.60 | 0.7 | 0.3346 | 0.7576 | -1.2645 | |||||||||||||||||||
| DH-XU-10 | AT-2149 | 35.40 | 36.10 | 0.8 | 0.1102 | 0.6433 | -4.8359 | |||||||||||||||||||
| DH-XU-10 | AT-2150 | 36.10 | 36.90 | 0.7 | 1.3525 | 0.9833 | 0.2730 | |||||||||||||||||||
| DH-XU-10 | AT-2152 | 37.90 | 38.90 | 0.8 | 0.3912 | 0.2717 | 0.3054 | |||||||||||||||||||
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Table 12-2 – Witness Sample Original vs Control Differences
| Original > Control | Original ≤ Control | |||||||||||||||||||
| Element | Count | Count | % | Count | % | |||||||||||||||
| Li2O (%) | 26 | 13 | 50 | 13 | 50 | |||||||||||||||
Table 12-3 – Witness Sample Original and Control Descriptive Statistics
| Standard | ||||||||||||||||
| Data Set | Mean | Minimum | Maximum | Deviation | ||||||||||||
| SGS_Geosol | 1.613 | 0.110 | 3.700 | 0.910 | ||||||||||||
| SGS_Lakefield | 1.592 | 0.272 | 3.255 | 0.807 | ||||||||||||
Figure 12-1 – Witness Sample Original vs Control Sample Differences
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Figure 12‐2 – Witness Sample Original vs Control Sample Differences Frequency Distribution
Figure 12‐3 – Witness Sample Original vs Control Sample Differences Correlation Analysis
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| 12.3 | QP COMMENTS |
Sigma implemented an internal QA/QC protocol by regularly inserting reference materials (standards and blank) and core duplicates in the samples stream.
SGS completed a review of the sample preparation and analysis (including the QA/QC analytical protocol implemented by SMSA for the Grota do Cirilo property). The QP visited the Project twice, in 2017 and 2018, to review the sample preparation procedures, local infrastructure and in order to conduct an independent sampling program on 2014 drill core.
Following the data verification process and QA/QC review, the QP is of the opinion that the sample preparation, analysis and QA/QC protocol used by Sigma for the Project follow generally accepted industry standards and that the Project data is of a sufficient quality. However, more attention should be put into the blank material selection in future in order improve the similarity between the batches. In addition, density sampling should be more systematic and done every 10 m with a minimum of one sample per lithology to provide better control on the internal variation of the pegmatite deposits.
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| 13 | MINERAL PROCESSING AND METALLURGICAL TESTING |
Test work was carried out at the SGS Lakefield metallurgical testing facility. This facility is independent of Sigma Resources and is a recognised testing facility, although not certified; this is typical of for metallurgical testing facilities.
Preliminary metallurgical test work for the Xuxa deposit was undertaken in November 2017 by SGS at Lakefield in Ontario, Canada on a high-grade sample. Mineral processing testing for the Xuxa feasibility study commenced in October 2018.
Preliminary metallurgical investigation of the Phase 2 Barreiro deposit was first carried out in November 2020 by SGS at Lakefield in Ontario, Canada on master composite and 4 variability samples.
| 13.1 | XUXA METALLURGICAL TEST WORK (2018-19) |
| 13.1.1 | Stage 1 Testing |
Figure 13-1 and Figure 13-2 give an overview of the Xuxa Stage 1 test work flowsheet and sample preparation, respectively. Stage 1 test work was conducted on variability samples, and included feed characterisation, grindability, ore sorting, heavy liquid separation, bulk test work including reflux, further dense media separation work and environmental testing.
Figure 13-1 – Overview of Typical Stage 1 Test work Flowsheet
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Figure 13-2 – Sample Preparation Diagram for Stage 1 Variability Samples
Sample selection was undertaken by Primero, with Sigma reviewing the proposed material choices. The initial variability sample selection criteria were as follows:
| 1. | High grade Li2O |
| 2. | Low grade Li2O |
| 3. | Later years – high grade |
| 4. | Early years – average grade |
| 5. | High Fe |
| 6. | High schist. |
These six variability samples criteria aligned closely with the sample selection criteria outlined in the CIM Best Practice Guidelines (Sub-Committee on Best Practice Guidelines for Mineral Processing, 2011).
Selected drill core samples were sorted into:
| • | Six ore sorting samples |
| • | Six variability samples (for Stage 1 test work) |
| • | One waste rock sample for environmental test work. |
The remaining drill core samples were combined to create the composite sample for Stage 2 test work.
Fourteen samples from a separate shipment were combined to produce six samples of relatively equal weights (~40 kg) for the unconfined compressive strength (UCS) and Bond low-energy impact test work.
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Twenty-five drums (5,196 kg) of trench samples were also delivered for pilot plant testing in Stage 3. The fine fraction from the trench samples was used for solid-liquid separation test work.
| 13.1.1.1.1.1 | Characterization |
Table 13-1 presents the head assays of each of the six variability (Var) samples.
Table 13-1 – Chemical Analysis and WRA Results
| Element/Oxide | Unit | Sample ID | ||||||||||||
| Var 1 | Var 2 | Var 3 | Var 4 | Var 5 | Var 6 | |||||||||
| Li | % | 0.83 | 0.47 | 0.79 | 0.67 | 0.54 | 0.49 | |||||||
| Li2O | % | 1.79 | 1.01 | 1.70 | 1.44 | 1.16 | 1.05 | |||||||
| Whole Rock Analysis | ||||||||||||||
| SiO2 | % | 73.9 | 72.3 | 73.6 | 73.7 | 70.3 | 72.2 | |||||||
| Al2O3 | % | 16.1 | 16.1 | 16.0 | 15.8 | 15.6 | 15.4 | |||||||
| Fe2O3 | % | 0.50 | 0.47 | 0.52 | 0.52 | 2.31 | 1.34 | |||||||
| MgO | % | 0.06 | 0.09 | 0.05 | 0.09 | 0.87 | 0.45 | |||||||
| CaO | % | 0.24 | 0.37 | 0.16 | 0.16 | 1.04 | 0.84 | |||||||
| Na2O | % | 3.57 | 4.45 | 3.56 | 3.67 | 3.26 | 3.76 | |||||||
| K2O | % | 2.14 | 2.80 | 2.48 | 2.67 | 2.82 | 2.55 | |||||||
| TiO2 | % | 0.02 | 0.03 | 0.02 | 0.03 | 0.27 | 0.14 | |||||||
| P2O5 | % | 0.36 | 0.50 | 0.43 | 0.37 | 0.43 | 0.47 | |||||||
| MnO | % | 0.08 | 0.08 | 0.09 | 0.08 | 0.10 | 0.10 | |||||||
| Cr2O3 | % | 0.02 | < 0.01 | 0.01 | < 0.01 | 0.01 | 0.02 | |||||||
| V2O5 | % | < 0.01 | < 0.01 | < 0.01 | < 0.01 | 0.01 | < 0.01 | |||||||
| LOI | % | 0.84 | 1.13 | 0.78 | 0 86 | 1.27 | 1.12 | |||||||
| Sum | % | 97.8 | 98.3 | 97.7 | 98.0 | 98.3 | 98.4 | |||||||
| Specific Gravity | ||||||||||||||
| Specific Gravity | 2.74 | 2.67 | 2.72 | 2.73 | 2.75 | 2.69 | ||||||||
The lithium grade of the six variability samples were relatively close to expected grade. The average iron content was relatively low at ~0.50% Fe2O3 in Var 1 to 4. The iron content was higher in Var 5 and 6 as iron and schist were added to the samples. The average specific gravity was 2.72.
A subsample of the head composite of each variability sample was submitted for mineralogical analysis in four size fractions:
| • | +300 µm |
| • | -300/+212 µm |
| • | -212/+106 µm |
| • | -106 µm. |
The main silicate gangue minerals include quartz (30.9%), plagioclase (34.0%) and K-feldspar (13.6%). Spodumene (10.1%) and petalite (3.6%) are present in moderate and minor levels respectively. The lithium deportment illustrates that ~81% of the lithium is hosted by spodumene, 16.4% by petalite and ~3% by the montebrasite (2.7%).
At all size fractions below 300 µm, the spodumene, petalite and silicate gangue are well liberated. The montebrasite is not as well liberated.
| 13.1.1.1.1.2 | Grindability Test Work |
The following comminution tests were carried out on the variability samples:
| • | Bond abrasion test: used to determine the abrasiveness of a test sample. The index is used by crusher and mill engineers to determine wear rates of liners. Results are provided in Table 13-2. |
| • | Bond ball mill grindability tests: semi-continuous (locked cycle) tests. The Bond ball mill work index is used to determine the power draw or energy consumption to ball mill a test sample. Results are provided in Table 13-2. The sample was characterized as medium hardness relative to the SGS database, with an average BWi of 13.8 kWh/t. |
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| • | UCS tests: used to determine the relative strength of material in a crushing environment. Results are provided in Table 13-3. Variability was observed in the average UCS of each the six samples, with values ranging from 50.1–74.4 MPa. The overall average UCS was 64.2 MPa. |
| • | Bond low-energy impact tests: a particle test in which rocks are subjected to increasingly higher energy levels until they fracture. Results are provided in Table 13-3. Variability was observed in the average crusher work indices (CWi) of each the 6 samples, with values ranging from 9.8 kWh/t to 14.6 kWh/t. The sample characterizations ranged from medium to hard, with an overall average CWi of 11.8 kWh/t. |
Table 13-2 – Bond Abrasion and Ball Mill Work Index Test Work Summary
| Bond Ball Mill Work | ||||
| Sample Name | Abrasion Index | Index (kWh/t) | ||
| Var 1 | 0.440 | 14.4 | ||
| Var 2 | 0.350 | 14.1 | ||
| Var 3 | 0.458 | 14.9 | ||
| Var 4 | 0.381 | 13.6 | ||
| Var 5 | 0.379 | 12.2 | ||
| Var 6 | 0.380 | 13.6 | ||
| Average | 0.398 | 13.8 | ||
| Min | 0.350 | |||
| Max | 0.458 |
Table 13-3 – Average UCS and CWi
| Average UCS | Average CWi | |||
| Sample | (MPa) | (kWh/t) | ||
| 1 | 65.2 | 10.3 | ||
| 2 | 57.8 | 10.8 | ||
| 3 | 50.1 | 9.8 | ||
| 4 | 74.4 | 14.6 | ||
| 5 | 69.3 | 12.9 | ||
| 6 | 68.6 | 12.6 | ||
| Average | 64.2 | 11.8 |
| 13.1.1.1.1.3 | Ore Sorting Test Work |
Ore sorting test work on the six samples was carried out by Steinert US at their facility in Kentucky, USA. The objective of this preliminary test work was to evaluate the viability of ore-sorting as a technique for waste rejection from the Xuxa ore, and to investigate the performance of different sensors.
Five samples were pegmatite samples consisting of little or no waste rock, while the sixth sample consisted of waste rock only. The ore sorter machine used for the test work was a Steinert KSS 100 520 FLI XT with four types of sensors: XRT (with 3-D laser), induction, laser (brightness), and colour. The products from the test work were returned to SGS Lakefield for Li and whole rock analysis (WRA).
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The ore sorter calibration indicated that all four sensors could be applied to remove waste from the samples. Therefore, different sensors (and combinations of sensors) were tested on the five samples. A summary of the ore sorter test work results is presented in Table 13-4.
Table 13-4 – Summary of Ore Sorter Test work Results
| Weight | Assays (%) | Distribution (%) | ||||||||||||
| Sample | Product | Sensor | % | Li2O | Fe2O3 | Li2O | Fe2O3 | |||||||
| 1 | Product | XRT | 92.4 | 1.43 | 0.63 | 88.0 | 70.6 | |||||||
| Waste + Fines | 7.6 | 2.36 | 3.17 | 12.0 | 29.4 | |||||||||
| Feed Head (Calc.) | 100 | 1.50 | 0.82 | 100 | 100 | |||||||||
| 2 | Product | Laser | 95.5 | 1.50 | 0.60 | 98.9 | 68.0 | |||||||
| Waste + Fines | 4.5 | 0.34 | 5.94 | 1.1 | 32.0 | |||||||||
| Feed Head (Calc.) | 100 | 1.45 | 0.84 | 100 | 100 | |||||||||
| 3 | Product |
XRT / laser / induction |
93.9 | 1.62 | 0.66 | 98.9 | 57.0 | |||||||
| Waste + Fines | 6.1 | 0.27 | 7.61 | 1.1 | 43.0 | |||||||||
| Feed Head (Calc.) | 100 | 1.53 | 1.09 | 100 | 100 | |||||||||
| 4 (1 pass) |
Product | Induction | 94.4 | 1.51 | 0.67 | 96.8 | 74.1 | |||||||
| Waste + Fines | 5.6 | 0.84 | 3.95 | 3.2 | 25.9 | |||||||||
| Feed Head (Calc.) | 100 | 1.47 | 0.85 | 100 | 100 | |||||||||
| 4 (2 pass) |
Product | Induction | 97.5 | 1.50 | 0.70 | 99.2 | 80.2 | |||||||
| Waste + Fines | 2.5 | 0.45 | 6.79 | 0.8 | 19.8 | |||||||||
| Feed Head (Calc.) | 100 | 1.47 | 0.85 | 100 | 100 | |||||||||
| 5 | Product |
XRT / laser / induction |
96.2 | 1.39 | 0.70 | 99.2 | 74.2 | |||||||
| Waste + Fines | 3.8 | 0.28 | 6.26 | 0.8 | 25.8 | |||||||||
| Feed Head (Calc.) | 100 | 1.35 | 0.91 | 100 | 100 | |||||||||
The relatively low mass and lithium distributions to the waste + fines resulted in only marginal lithium upgrading in the products. However, due to the high iron distributions to the waste + fines, significant Fe2O3 downgrading was typically observed in the products. The greatest change was in the test on sample 3 (from 1.09% Fe2O3 in the feed to 0.66% Fe2O3 in the product), using combination of XRT / laser / induction sensors.
| 13.1.2 | Heavy Liquid Separation |
Heavy liquid separation tests were conducted to assess the amenability of the sample to dense media separation (DMS) for spodumene beneficiation, and to determine the optimum crush size for DMS.
Four size fractions were evaluated: 6.3 mm, 9.5 mm, 12.5 mm, and 15.9 mm. A summary of the key data from the HLS test results is presented in Table 13-5.
The Stage 1 HLS tests delivered promising results, with >6% Li2O concentrate generated in each of the 24 tests. Lithium recoveries in the interpolated 6.0% Li2O concentrate typically ranged from 40% to 70%, with the significant variation observed between variability samples and at different crush sizes.
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Table 13-5 – Summary of HLS Test Results on Variability Samples
| Mass Distribution (%) | Media SG | Li2O Grade (%) | HLS Li Distribution (%) | |||||||||||||||||||||||||||||||||||||
| 6% Li2O Conc | Required for 6% Li2O | 6% Li2O Conc | ||||||||||||||||||||||||||||||||||||||
| (interpolated) | Conc (interpolated) | Head (Calc.) | (interpolated) | SG 2.50 Floats | ||||||||||||||||||||||||||||||||||||
| Crush | ||||||||||||||||||||||||||||||||||||||||
| Size | 15.9 | 12.5 | 9.5 | 6.3 | 15.9 | 12.5 | 9.5 | 6.3 | 15.9 | 12.5 | 9.5 | 6.3 | 15.9 | 12.5 | 9.5 | 6.3 | 15.9 | 12.5 | 9.5 | 6.3 | ||||||||||||||||||||
| (mm) | ||||||||||||||||||||||||||||||||||||||||
| Var | ||||||||||||||||||||||||||||||||||||||||
| 1 | 15.1 | 18.1 | 19.3 | 20.5 | 2.88 | 2.87 | 2.86 | 2.80 | 1.66 | 1.77 | 1.72 | 1.71 | 54.0 | 60.5 | 66.6 | 71.9 | 5.6 | 7.7 | 5.0 | 5.3 | ||||||||||||||||||||
| Var | ||||||||||||||||||||||||||||||||||||||||
| 2 | 6.8 | 8.7 | 5.5 | 8.2 | 2.88 | 2.86 | 2.98 | 2.83 | 1.01 | 1.03 | 0.92 | 1.02 | 39.9 | 49.0 | 35.4 | 48.2 | 15.4 | 15.2 | 15.0 | 17.0 | ||||||||||||||||||||
| Var | ||||||||||||||||||||||||||||||||||||||||
| 3 | 12.9 | 14.7 | 14.5 | 16.1 | 2.87 | 2.85 | 2.88 | 2.80 | 1.53 | 1.59 | 1.54 | 1.60 | 49.9 | 54.9 | 56.2 | 60.2 | 11.1 | 11.3 | 10.4 | 12.1 | ||||||||||||||||||||
| Var | ||||||||||||||||||||||||||||||||||||||||
| 4 | 12.1 | 11.6 | 15.9 | 17.9 | 2.90 | 2.91 | 2.90 | 2.80 | 1.51 | 1.45 | 1.55 | 1.50 | 48.1 | 48.0 | 61.4 | 71.5 | 5.4 | 5.2 | 4.6 | 4.8 | ||||||||||||||||||||
| Var | ||||||||||||||||||||||||||||||||||||||||
| 5 | 6.1 | 9.3 | 12.2 | 11.1 | 2.99 | 2.93 | 2.92 | 2.92 | 1.10 | 1.28 | 1.28 | 1.16 | 33.1 | 43.7 | 56.9 | 57.1 | 4.6 | 5.3 | 4.3 | 5.7 | ||||||||||||||||||||
| Var | ||||||||||||||||||||||||||||||||||||||||
| 6 | 6.0 | 8.0 | 7.5 | 9.7 | 2.96 | 2.92 | 2.95 | 2.88 | 1.13 | 1.06 | 1.03 | 1.07 | 31.6 | 45.6 | 44.0 | 53.2 | 13.4 | 13.8 | 14.4 | 14.8 | ||||||||||||||||||||
Though the recovery of lithium in 6.0% Li2O spodumene concentrate was maximized at a crush size of 6.3 mm, 9.5 mm was selected as the optimum crush size as it gave the best lithium recovery and had minimal fines generation.
| 13.1.3 | Bulk Test Work |
The Stage 1 bulk beneficiation test work program was designed to simulate, as closely as possible, the expected plant flowsheet at laboratory scale. The beneficiation test work consisted primarily of REFLUX Classifier, DMS, and dry magnetic separation test work. Each of the coarse, fines and ultra-fines fractions of a variability sample were separately processed to generate spodumene concentrate.
| 13.1.3.1 | REFLUX™ Classifier Test Work Results |
In the absence of mineralogical data on each of the products, potassium (K2O) was considered to be an indicator for the main mica minerals (muscovite and biotite) expected to be present in the samples. The results of the test work appeared to be promising with K2O upgrading and Li2O downgrading observed in the overflow products generated from each of the RC feed samples. This indicates that mica was preferentially rejected to the overflow product.
On average, 8.8% of the K2O and 2.3% of the lithium reported to the fines overflow while 5.3% of the K2O and 1.4% of the lithium reported to the ultrafines overflow.
| 13.1.3.2 | Coarse Dense Media Separation Test Work |
An SG of 2.65 was selected as the cut-point for the bulk DMS first pass tests to maximize silicate gangue rejection to the DMS tailings, while minimizing lithium losses. DMS second-pass SG cut-points were recalculated to target a concentrate grade of 6.20% Li2O. These revised DMS second-pass cut-points for Var 1 –Var 4 are presented in Table 13-6.
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Table 13-6 – Coarse Fraction DMS results
| Target Coarse | Lithium recovery to | Lithium grade in | Lithium recovery | Lithium grade | ||||||||||||||||
| DMS second pass | second pass sinks | second pass sinks | to non-mags | in non-mags | ||||||||||||||||
| Sample | SG Cut-Point | (%) | (%) | (%) | (%) | |||||||||||||||
| Var 1 | 2.88 | 65.7 | 6.11 | |||||||||||||||||
| Var 2 | 2.90 | 43.4 | 6.26 | |||||||||||||||||
| Var 3 | 2.90 | 52.2 | 6.52 | |||||||||||||||||
| Var 4 | 2.92 | 52.2 | 5.88 | |||||||||||||||||
| Var 5 | 2.85 | 60.9 | 4.54 | 57.6 | 5.64 | |||||||||||||||
| Var 6 | 2.90 | 46.6 | 5.53 | 46.0 | 6.01 | |||||||||||||||
The lithium grades in the DMS tailings were relatively high, averaging 0.53% Li2O across the six variability samples. This was largely due to presence of significant amounts of petalite in the variability samples.
| 13.1.3.3 | Coarse DMS Re-Crushing, Screening, and HLS Test work |
The DMS middlings of each variability sample were stage-crushed to -3.3 mm and screened at 0.5 mm to produce -3.3 / +0.5 mm HLS feed samples. Due to lack of sample size HLS was used instead of DMS. These samples were submitted for two pass HLS tests, with passes at the same media SGs as those used in the coarse DMS tests on each variability sample. As on-spec concentrate was not generated from the coarse DMS of Var 4 and Var 5, an additional HLS pass was added at a slightly higher SG for these two samples.
Spodumene concentrate grading >6% Li2O was generated from the HLS tests on the coarse re-crushed middlings of each of the variability samples apart from Var 6 (which graded 5.64% Li2O). For Var 5, the SG 2.90 HLS sinks product graded >6% Li2O, an increase over the SG cut-point of 2.85 used in the Var 5 coarse DMS test. Averaged over the six variability samples, the additional lithium recovery to the -3.3 mm middlings HLS concentrate was 13.6%.
Figure 13-3 illustrates the effect of combining the -3.3 mm middlings HLS concentrate with the coarse DMS concentrate on the overall combined concentrate Li2O grade for each variability sample. In general, due to the lower mass yield to the HLS concentrates compared to the corresponding DMS concentrates, the combined DMS + HLS concentrate Li2O grades are very similar to those of the coarse DMS concentrates.
Figure 13-3 – Effect of Combining Coarse DMS and -3.3 mm Midds HLS Concentrates
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13.1.3.4 Fines Fraction DMS Test Work
DMS first pass SG cut-point (SG 2.65) was used for the fines fractions of each variability sample.
The DMS second pass cut-points selected for the fines fraction DMS test work are presented in Table 13-7.
Table 13-7 – Fines Fraction DMS 2nd Pass SG Cut-Points
| Target Coarse DMS | Lithium recovery to | Lithium grade in | Lithium recovery to | Lithium grade in | ||||||
| second pass | second pass sinks | second pass sinks | non-mags | non-mags | ||||||
| Sample | SG Cut-Point | (%) | (%) | (%) | (%) | |||||
| Var 1 | 2.86 | 72.8 | 5.94 | |||||||
| Var 2 | 2.88 | 53.5 | 6.09 | |||||||
| Var 3 | 2.88 | 65.6 | 6.01 | |||||||
| Var 4 | 2.90 | 75.1 | 5.98 | |||||||
| Var 5 | 2.88 | 72.4 | 4.08 | 69.3 | 6.01 | |||||
| Var 6 | 2.88 | 62.8 | 4.87 | 60.4 | 6.11 |
13.1.3.5 Ultrafines Fraction DMS Test Work
SG cut-points used for the coarse fraction DMS second pass were also used for the single-pass ultrafines DMS test work on the corresponding variability samples. Results are presented in Table 13-8.
Table 13-8 – Ultra-fine Fraction DMS Results
| Target Ultra-fines | Lithium recovery to | Lithium grade in | Lithium recovery to | Lithium grade in | ||||||
| DMS first pass | first pass sinks | first pass sinks | non-mags | non-mags | ||||||
| Sample | SG Cut-Point | (%) | (%) | (%) | (%) | |||||
| Var 1 | 2.88 | 69.4 | 6.74 | 67.3 | 6.52 | |||||
| Var 2 | 2.90 | 42.1 | 5.81 | 39.0 | 5.98 | |||||
| Var 3 | 2.90 | 51.7 | 6.65 | 48.4 | 6.48 | |||||
| Var 4 | 2.92 | 60.3 | 6.80 | 58.2 | 6.65 | |||||
| Var 5 | 2.90 | 59.1 | 6.24 | 52.8 | 6.61 | |||||
| Var 6 | 2.90 | 53.5 | 6.18 | 50.0 | 6.07 |
13.1.4 Overall Flowsheet Test Work
The trend in lithium grades in the different size fractions was identical for all six variability samples. Lithium was upgraded in the coarse fraction, with the lithium grade declining in each finer size fraction. The lithium grade in the fines fraction was observed to be close to variability sample head grade, and lithium downgrading was observed in the ultrafines and fines fractions.
As a result of the mass distributions and the lithium head grades of each fraction, the greatest proportion of lithium reported to the coarse fraction, followed closely by the fines fraction, and then the ultrafines and hypofines fractions.
On-spec or near-spec combined spodumene concentrate was successfully generated from the bulk processing of each of the variability samples. Apart from Var 3 and Var 5, the combined concentrate from each variability sample graded between 6.00-6.16% Li2O, indicating that lithium recovery to the concentrate was optimized based on the flowsheet tested.
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The iron contents of the Var 1–Var 4 combined spodumene concentrates were each below the 1% Fe2O3 target. Only in Var 4 was this target achieved without any dry magnetic separation of the DMS concentrates. For Var 1 and Var 3, dry magnetic separation was required for the ultrafines DMS concentrate, while dry magnetic separation of the fines and ultrafines DMS concentrates was required for Var 2.
Dry magnetic separation of the coarse, fines, and ultrafines DMS concentrates was required for the two high-waste variability samples (Var 5 and Var 6). The combined concentrates generated grades slightly in excess of 1% Fe2O3, at 1.10% Fe2O3 for Var 5 and 1.06% Fe2O3 for Var 6. It is expected that the required slight decrease in iron content of these samples may be achieved by the further optimization of the parameters used in the dry magnetic separation test work.
The combined middlings grades were relatively high for Var 1–Var 4, ranging from 0.91% Li2O to 1.23% Li2O. The combined middlings grades for Var 5 and Var 6 were ~0.55% Li2O. The average lithium distribution to the combined middlings, across the six variability samples, was 5.7%.
The mass yields and lithium losses to the mica overflow (combined REFLUX™ classifier overflow) and magnetic concentrate products were relatively low for each variability sample. The mass yield to the mica overflow averaged 1.6%, with an average lithium distribution of 0.8%. The median mass to the combined magnetic concentrate was 0.5%, with a median lithium distribution of 1.1%. The main outlier was the Var 5 (high Fe) magnetic concentrate, which accounted for 4.1% of the feed mass and 3% of the feed lithium.
The mass yield to the hypofines fractions ranged from 14.0% for Var 1 to 23.3% for Var 5, with an average of 17.3%. Lithium distribution to the hypofines fraction ranged from 11.4% for Var 1 to 16.0% for Var 5, with an average of 13.9%. The lithium grades of the hypofines fractions were slightly lower than the head grades of the corresponding variability sample.
13.1.5 Geochemical (Environmental) Testing
In addition to the geochemical test work conducted at SGS Geosol on 20 samples as detailed in Section 20.1.4, the metallurgical test work program at SGS Lakefield included geochemical testing which included a sample which was a blend of waste rock and DMS tailings, in a ratio of 10:1. Environmental tests were conducted on three samples: waste rock; DMS tailing identified as “ENV Test Tailings”; and a waste rock/DMS tailing composite identified as “Untested/DMS Tls Blend”. The purpose of the environmental program was to assess the acid rock drainage (ARD), contaminant release, and geotechnical characteristics associated with the samples tested.
Geochemical test results for the DMS tailing and humidity cell testing of the waste rock/tailing composite are available.
Semi-quantitative XRD analyses determined that the waste rock was predominantly composed of silicates with minor to trace amounts of iron-sulphide and iron-oxide minerals. Moderate to minor contributions of aluminium, iron, calcium, magnesium, potassium, and sodium were also identified by elemental analysis.
Ontario Schedule 4 limits were used in analysing the results of the waste rock toxicity characteristic leaching procedure (TCLP) leachate. All of the typically controlled parameters were well within the limits specified for this test procedure. Since the TCLP is a highly aggressive extraction procedure, the limits applicable to this test procedure are much higher than those used for synthetic precipitation leaching procedure (SPLP) or shake flask extraction (SFE) leachates. Results of the waste rock SPLP and SFE leachate analyses reported all parameters at concentrations well within the World Bank guidelines.
For the sample tested at SGS Lakefield, modified acid–base accounting (ABA) of the waste rock and the waste rock/tailings composite suggested that these samples are unlikely to generate acidity due to sulphide oxidation.
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However, as stated in Section 20.1.4, the results of the ABA tests on the other waste rock samples are reported as either non acid-generating or in the uncertain range.
Analysis of the waste rock/tailings composite humidity cell leachates reported all World Bank (WB) controlled parameters well within the specified guidelines. Testing was stopped after 20 weeks of leaching. The depletion rates calculated for this test cell indicated that, if the current depletion rates continue, the waste rock/tailings composite may be expected to retain fast reacting carbonate neutralization potential available upon exhaustion of the samples sulphide content. The test results for that sample indicated no expected acid generation.
Results of the particle size distribution analysis indicated that the DMS tailing sample was comprised entirely of coarse-grained particles (gravel and sand size). While the waste rock was also comprised predominantly of coarse particle sizes, this sample also reported a significant silt size fraction.
13.1.6 Stage 2 (Composite Sample)
The remaining drill core sample after variability sample tests was grouped to form a “composite sample”. This sample contained a significant proportion of material classified as “later year” samples. The composite sample was subjected to feed characterisation, abrasion and beneficiation test work.
The combined spodumene concentrate graded 6.13% Li2O and 1.27% Fe2O3 with 48% lithium recovery. The combined results do not consider the processing of re-crushed DMS middlings. The iron grade in the spodumene concentrate was <1% Fe2O3 in the coarse fraction but increased in the finer fractions (up to 2.34% Fe2O3 in the ultrafines fraction).
13.1.7 Stage 3 (Pilot Plant Sample)
The samples for Stage 3 pilot plant, with calculated head grade of 1.64% Li2O, were trench samples from the north pit. These samples had an average head grade of 1.42% Li2O. The samples were subjected to feed characterisation, beneficiation, solid-liquid separation, optical sorting and iron removal test work.
The DMS test results indicate the production of a concentrate (at SG 2.80) grading 6.32% Li2O and 0.71% Fe2O3 with 71.9% lithium recovery in 19.9% of the feed mass.
The bulk pilot plant samples results indicated that a concentrates grade of 6.41% Li2O with 73.1% lithium recovery, iron content was 0.69% Fe2O3 could be achieved without the need for any dry magnetic separation.
The combined tailings grade was relatively low at 0.25% Li2O, and 7.5% of the total lithium reported to this product. Some of this lithium may be in the form of petalite.
13.1.8 Xuxa Recovery and Basis of Assumptions
Var 3 and Var 4 samples were determined to best represent the deposit. The global recovery was based on the average of the recoveries of these samples and estimated at 60.4% for the DMS circuit, which includes coarse, fines and ultrafines material as summarized in Table 13-9.
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Table 13-9 – Estimates of DMS Circuit Recovery
| DMS Circuit | Detailed Estimate | |||
| Coarse (-9.5+6.3 mm) | 24.7 | % | ||
| Fines (-6.3+1.7 mm) | 26.1 | % | ||
| Ultrafines (-1.7+0.5 mm) | 9.6 | % | ||
| Global DMS Recovery | 60.4 | % | ||
The global DMS recovery is the sum of recoveries of the DMS sub-circuits. For the detailed recovery estimate, recoveries were calculated from individual laboratory results in a spreadsheet that simulates the plant design flowsheet. The stream tonnages were derived from the mass balance, and the mass splits and grades of the streams were obtained from laboratory results. Some of internal stream data had to be calculated (or estimated) from historical operational data from existing operations.
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| 13.2 | BARREIRO METALLURGICAL TEST WORK (2020-21) |
13.2.1 Overview
A scoping-level metallurgical test work program was undertaken on samples from the Barreiro deposit from November 2020 to May 2021 at SGS Canada Inc. (Lakefield, Ontario). Four variability and one composite sample were tested. The test work program included:
| • | Sample preparation and characterization |
| • | Grindability testing |
| • | Heavy liquid separation (HLS) |
The goals of the program were to provide preliminary process information on the metallurgical performance of mineralized samples from the Barreiro deposit. The test work program was developed based on previous test work and flowsheet developed for the Xuxa deposit. The aim of the test work program was to produce chemical-grade spodumene concentrate (>6% Li2O) with low iron content (<1% Fe2O3), while maximizing lithium recovery.
13.2.2 Sample Selection
The aim of the Barreiro sample selection process for the metallurgical test work program was to select four variability samples of at least 100 kg. Sub-samples from each variability sample would then be blended to create a master composite. Seven hundred and thirteen (713) individual samples were available at SGS Canada Inc. (Lakefield, ON) for production of the variability samples. Figure 13-4 depicts the lithium (Li2O) grades and the localization within the Barreiro deposit of the drill hole intervals used for producing the variability samples.
Figure 13-4 – Lithium (Li2O) Grade and Localization of the Drill Holes used to produce the Barreiro Variability Samples
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Inadequate attention to sample selection can compromise the adequacy of the metallurgical test work results. This in turn could ultimately limit the ability of the full-scale metallurgical plant design to handle changes in mineralized material composition over the life of the mine. When the samples selected for testing are fully representative of the mineralized material and of the potential mine plan, it is easier to predict and reconcile the expected plant performance.
The database received by SGS contained information related to collars, surveys, assays and lithology. In addition, a very detailed table of lithium mineralogy including the petalite content of the rock was included in the database. We also added the geology (rock type) as number variables to handle contents of each. To begin, SGS enhanced the database by including variables to facilitate the sample selection process including the ‘TotPet_per’ variable that represents the percentage of lithium contained in petalite. In terms of metallurgical performance, this is critical information as petalite is a lithium-bearing mineral which is non-recoverable by Dense Media Separation (DMS). Based on discussions with SGS metallurgy and the resource QP, it was decided to select samples with varying lithium and petalite grades as shown in Table 13-10.
The target lithium grades and petalite content were based on statistical analysis of the full database using declustering and standard tools (e.g., histograms, averages, medians). To begin, fifteen (15) of the seven hundred and thirteen (713) available samples were rejected because they came from outside the mineralized bodies. The ‘TotPet_per’ ranges from 0% (no lithium in petalite) to 100% (all the lithium is in petalite). The ‘TotPet_per’ average was 12% for the deposit. The remaining 698 samples were separated into the four variability samples that are representative of the deposit and meet the sample selection objectives (Table 13-10).
The masses of the selected samples are shown in Table 13-10. The master composite was recommended to contain 28.5% of variability sample 1, 24.5% of sample 2, 23.5% of sample 3 and 23.5% of sample 4.
Table 13-10 – Description of Barreiro Variability Samples
| Variability Sample | Description | 1 m Intervals | Mass, kg | |||||
| 1 | Average lithium grade and high petalite | 142 | 233.8 | |||||
| 2 | High lithium grade and normal petalite | 172 | 297.1 | |||||
| 3 | Average lithium grade and normal petalite | 212 | 366.3 | |||||
| 4 | Low grade and normal petalite | 172 | 268.6 | |||||
| Total: | 698 | 1165.8 | ||||||
In conclusion, we have succeeded in producing four variability samples with the material available that reached the objectives related to material type and the required quantity to carry out metallurgical test work.
13.2.3 Test Work Results
13.2.3.1 Sample Preparation and Characterization
Chemical analysis of the four variability samples and the composite sample are shown in Table 13-11. The head grades of the variability samples ranged from 0.88% Li2O in the Variability sample 4 (Var 4) to 2.09% Li2O in the Var 2 sample. The Var 3 and Composite samples have the lithium content closest to the average lithium grade of the deposit (approximately 1.4% Li2O).
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Table 13-11 – Variability Sample and Composite Sample Assays
| Sample | ||||||||||||||||||||
| Element / | Var 1 | Var 2 | Var 3 | Var 4 | Composite | |||||||||||||||
| Oxide | Composition, % | |||||||||||||||||||
| Li | 0.51 | 0.97 | 0.63 | 0.41 | 0.69 | |||||||||||||||
| Li2O | 1.10 | 2.09 | 1.35 | 0.88 | 1.48 | |||||||||||||||
| Si2O | 73.1 | 73.8 | 74.3 | 73.3 | 73.7 | |||||||||||||||
| Al2O3 | 16.3 | 16.6 | 15.9 | 16.2 | 16.3 | |||||||||||||||
| Fe2O3 | 0.30 | 0.23 | 0.22 | 0.31 | 0.26 | |||||||||||||||
| CaO | 0.11 | 0.08 | 0.09 | 0.10 | 0.08 | |||||||||||||||
| Na2O | 3.73 | 3.49 | 3.88 | 4.17 | 3.75 | |||||||||||||||
| K2O | 2.58 | 2.15 | 2.58 | 2.93 | 2.64 | |||||||||||||||
| P2O5 | 0.50 | 0.49 | 0.54 | 0.54 | 0.48 | |||||||||||||||
| MnO | 0.10 | 0.10 | 0.08 | 0.10 | 0.08 | |||||||||||||||
| Ta2O5 | 0.01 | <0.01 | 0.01 | <0.01 | 0.01 | |||||||||||||||
| SnO2 | 0.02 | 0.01 | 0.02 | 0.03 | 0.02 | |||||||||||||||
Table 13-12 shows the semi-quantitative X-ray Diffraction (XRD) results for the four variability samples and the composite sample. Spodumene content ranged from 7.8% to 20.9%.
Table 13-12 – Semi-quantitative XRD analysis of the four variability samples and the composite sample
| Sample | ||||||||||||||||||||
| Var 1 | Var 2 | Var 3 | Var 4 | Composite | ||||||||||||||||
| Mineral | Composition, % | |||||||||||||||||||
| Albite | 32.6 | 28.8 | 32.4 | 33.0 | 31.4 | |||||||||||||||
| Quartz | 31.0 | 29.9 | 30.8 | 31.4 | 29.7 | |||||||||||||||
| Spodumene | 10.3 | 20.9 | 13.2 | 7.8 | 14.4 | |||||||||||||||
| K-feldspar | 12.3 | 10.4 | 12.2 | 12.5 | 10.5 | |||||||||||||||
| Mica | 6.1 | 4.9 | 6.1 | 9.8 | 7.8 | |||||||||||||||
| Cookeite | 4.2 | 2.5 | 2.5 | 2.3 | 2.8 | |||||||||||||||
| Petalite | 2.0 | 1.6 | 1.9 | 2.0 | 2.2 | |||||||||||||||
| Ferrisicklerite | 0.9 | 1.0 | 0.9 | 1.2 | 1.1 | |||||||||||||||
| Beryl | 0.6 | - | - | - | - | |||||||||||||||
Based on the semi-quantitative XRD analysis, the amount of lithium contained in spodumene was estimated for each sample (Table 13-13). Lithium present in spodumene ranged from 69.4% to 87.3%. The non-spodumene lithium-bearing minerals present were cookeite, petalite, and ferrisicklerite. Cookeite and petalite are low sg minerals (<2.7) which are unlikely to be recovered to the DMS concentrate. Ferrisicklerite has a relatively high sg (3.2 – 3.4) and is likely to report to the concentrate.
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Table 13-13 – Estimates of Lithium Deportment to Spodumene
| Lithium Deportment, % | ||||||||||||||||||||
| Mineral | Var 1 | Var 2 | Var 3 | Var 4 | Composite | |||||||||||||||
| Spodumene | 73.2 | 87.3 | 81.0 | 69.4 | 79.9 | |||||||||||||||
13.2.3.2 Grindability Tests
Bond ball mill work index (BWi) and Abrasion index (Ai) tests were undertaken on subsamples of the Composite sample and Variability sample 3, respectively.
The Composite sample was classified as moderately hard with a BWi of 15.3 kWh/t. Figure 13-5 shows the BWi of the composite sample as compared to the SGS database. The sample falls into the 62nd percentile of hardness.

Figure 13-5 – BWi of the Composite Sample compared to the SGS Database
Variability sample 3 was classified as moderately abrasive with an Ai of 0.450 g. Figure 13-6 shows the Ai of the Var 3 sample as compared to the SGS database. The sample falls into the 71st percentile of abrasivity.
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Figure 13-6 – Ai of Var 3 compared to the SGS Database
13.2.4 Heavy Liquid Separation Test Work
Two sets of HLS tests were undertaken. The first set was conducted on a sub-sample of the Composite to test optimal crush size (i.e., top size of 15.9 mm, 12.5 mm, 10.0 mm, and 6.3 mm). HLS tests were then performed on each variability sample at the optimum crush size. The hypofine fraction (i.e., -0.5 mm) was screened out from each sub-sample and the oversize fraction was submitted for HLS testing with a heavy liquid comprised of methylene iodide diluted with acetone. Each HLS test included specific gravity (SG) cut points of 2.95, 2.90, 2.85, 2.80, 2.70, 2.65, 2.60, 2.50, and 2.45.
13.2.4.1 Heavy Liquid Separation Test Work: Composite Sample Optimal Crush Size
Grade - recovery curves (stage and global) for the HLS tests to determine optimal crush size are presented in Figure 13-5 and Figure 13-6, respectively.
Lithium stage and global recoveries were estimated (interpolated) for 6.0% Li2O concentrate and generally increased with decreasing particle size most likely due to increased spodumene liberation (Table 13-14). Estimated lithium stage recovery for the production of 6.0% Li2O concentrate ranged from 55.4% for the -15.9 mm crush size to 70.2% for the -6.3 mm crush size.
Table 13-14 – HLS Interpolated stage and global lithium recoveries (6% Li2O concentrate) for each crush size
| Estimated Lithium Recovery, % | ||||||||
| Recovery | -15.9 mm | -12.5 mm | -10.0 mm | -6.3 mm | ||||
| Stage | 55.4 | 62.4 | 66.1 | 70.2 | ||||
| Global | 49.6 | 55.1 | 56.1 | 56.1 | ||||
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Global lithium recoveries while producing a 6% Li2O spodumene concentrate were maximized at both 6.3 mm and 10.0 mm crush size. The 10 mm crush size was selected for the variability HLS tests to maximize recovery and to correspond with previous test work and process design for the Xuxa lithium DMS operation.

Figure 13-7 – Cumulative Lithium Grade - Stage Recovery Curves for HLS Tests
Figure 13-8 – Cumulative Lithium Grade - Recovery Curves for HLS Tests
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Tests results showed that a significant amount of lithium (16% to 27.8%) reported to the HLS tailings (-2.65 sg). To further investigate the lithium losses, XRD analysis was undertaken on certain samples from the HLS test with - 10.0 mm crush size (sg 2.60 sink, sg 2.50 sink, sg 2.45 sink, and sg 2.45 float samples). XRD results are shown in Table 13-15. The samples contain low concentrations of spodumene (<2%) and elevated concentrations of petalite (concentrating to 67% in the 2.45 floats stream). Other lithium-bearing minerals present were cookeite, triphylite, and tiptopite.
Table 13-15 – Semi-Quantitative XRD Analysis for Selected Samples (-10 mm crush size)
| SINK | SINK | SINK | FLOAT | |||||||||||||
| 2.60 | 2.50 | 2.45 | 2.45 | |||||||||||||
| MINERAL | COMPOSITION, % | |||||||||||||||
| Albite | 40.9 | 43.0 | 11.0 | 2.5 | ||||||||||||
| Quartz | 48.6 | 11.1 | 7.9 | 5.9 | ||||||||||||
| K-feldspar | 3.9 | 36.4 | 43.2 | 10.9 | ||||||||||||
| Petalite | 0.7 | 3.9 | 23.9 | 67.0 | ||||||||||||
| Muscovite | 1.6 | 2.2 | 6.3 | 3.8 | ||||||||||||
| Cookeite | 1.5 | 1.2 | 4.2 | 3.5 | ||||||||||||
| Spodumene | 1.4 | 0.8 | 1.9 | 2.0 | ||||||||||||
| Kaolinite | 0.8 | 0.5 | 0.7 | 1.4 | ||||||||||||
| Analcime | - | - | - | 1.9 | ||||||||||||
| Triphylite | 0.5 | 0.9 | 0.2 | - | ||||||||||||
| Tiptopite | - | - | 0.7 | - | ||||||||||||
| Zabuyelite | - | - | - | 1.1 | ||||||||||||
| TOTAL | 100 | 100 | 100 | 100 | ||||||||||||
13.2.4.2 Heavy Liquid Separation Test Work: Variability Samples
HLS tests were performed on each variability sample at the chosen crush size of -10 mm. Interpolated lithium recoveries at 6% Li2O concentrate grade are presented in Table 13-16. Interpolated lithium stage recoveries ranged from 56.0% to 77.3%. The highest lithium stage recovery was obtained with the Var 2 sample, estimated to be 77.3%. Global recoveries include lithium losses to the hypofine (-0.5 mm) fraction and ranged from 50.0% to 67.2%.
Table 13-16 – HLS Interpolated Stage and Global Combined Lithium Recoveries (6% Li2O concentrate) for each Variability Sample
| Interpolated Lithium Recovery, % | ||||||||||||||||
| Recovery | Var 1 | Var 2 | Var 3 | Var 4 | ||||||||||||
| Stage | 56.0 | 77.3 | 63.9 | 61.9 | ||||||||||||
| Global | 50.0 | 67.2 | 53.9 | 55.0 | ||||||||||||
Size-by-size analysis was undertaken for each variability HLS test. Size fractions were chosen to generate fairly equal mass distributions (and to mimic the Xuxa test work and process design). The size fractions chosen were: Coarse (-10.0 mm / +6.4 mm), Fines (-6.4 mm / +1.7 mm), and Ultrafines (-1.7 mm / +0.5 mm). Detailed size-by-size HLS mass balances are shown in Table 13-17 to Table 13-20.
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In all four variability samples, the sg cut points were fairly similar for the different size fractions. Lithium recovery was generally highest in the fines fraction (-6.4 mm / +1.7 mm), which is likely due to a higher degree of spodumene liberation. HLS tests produced >6% Li2O spodumene concentrate with low iron content (<1.0% Fe2O3) from each variability sample.
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Table 13-17 – Variability Sample 1 Global HLS Results
| Global HLS Fractional Analysis | HL SG | Weight | Assays (%) | Distribution (%) | ||||||||||||||||||||||||||||||||||||||
| Fraction | Combined HLS Products | g/cm3 | g | % | Li | Li2O | SiO2 | AI2O3 | Fe2O3 | CaO | Na2O | K2O | P2O5 | Li | SiO2 | AI2O3 | Fe2O3 | CaO | Na2O | K2O | P2O5 | |||||||||||||||||||||
| -10.0 mm / +6.4 mm | HLS Sp Concentrate (interpolated) | 2.81 | 314 | 3.14 | 2.79 | 6.00 | 66.6 | 23.9 | 0.49 | 0.04 | 0.48 | 0.37 | 0.66 | 13.7 | 2.9 | 4.6 | 4.1 | 1.2 | 0.4 | 0.4 | 4.2 | |||||||||||||||||||||
| -6.4 mm / +1.7 mm | HLS Sp Concentrate (interpolated) | 2.83 | 542 | 5.4 | 2.79 | 6.00 | 64.3 | 25.1 | 0.71 | 0.07 | 0.51 | 0.72 | 0.89 | 23.7 | 4.8 | 8.3 | 10.2 | 3.7 | 0.7 | 1.5 | 9.9 | |||||||||||||||||||||
| -1.7 mm / +0.5 mm | HLS Sp Concentrate (interpolated) | 2.81 | 288 | 2.9 | 2.79 | 6.00 | 60.4 | 27.0 | 1.01 | 0.23 | 0.39 | 1.46 | 1.28 | 12.6 | 2.4 | 4.7 | 7.7 | 6.2 | 0.3 | 1.6 | 7.6 | |||||||||||||||||||||
| -10.0 mm / +6.4 mm | HLS Middling interpolated | -2.81+2.65 | 478 | 4.8 | 0.69 | 1.49 | 71.4 | 17.5 | 1.04 | 0.17 | 2.69 | 2.22 | 0.58 | 5.16 | 4.7 | 5.1 | 13.2 | 7.6 | 3.5 | 4.1 | 5.7 | |||||||||||||||||||||
| -6.4 mm / +1.7 mm | HLS Middling interpolated | -2.83+2.65 | 596 | 6.0 | 0.52 | 1.11 | 68.9 | 19.8 | 0.73 | 0.13 | 2.37 | 3.38 | 0.50 | 4.82 | 5.6 | 7.2 | 11.5 | 7.4 | 3.8 | 7.7 | 6.0 | |||||||||||||||||||||
| -1.7 mm / +0.5 mm | HLS Middling interpolated | -2.81+2.65 | 217 | 2.2 | 0.34 | 0.74 | 66.9 | 20.9 | 0.68 | 0.14 | 1.86 | 4.36 | 0.48 | 1.17 | 2.0 | 2.8 | 3.9 | 2.9 | 1.1 | 3.6 | 2.1 | |||||||||||||||||||||
| -10.0 mm / +6.4 mm | HLS Tailing (-2.65 SG) | -2.65 | 1655 | 16.6 | 0.30 | 0.66 | 73.6 | 15.3 | 0.22 | 0.07 | 4.68 | 3.40 | 0.44 | 7.90 | 16.7 | 15.4 | 9.5 | 11.3 | 20.8 | 21.5 | 15.1 | |||||||||||||||||||||
| -6.4 mm / +1.7 mm | HLS Tailing (-2.65 SG) | -2.65 | 3122 | 31.2 | 0.29 | 0.61 | 75.6 | 14.2 | 0.19 | 0.08 | 4.44 | 2.77 | 0.37 | 13.95 | 32.4 | 26.9 | 16.1 | 24.0 | 37.2 | 33.1 | 23.4 | |||||||||||||||||||||
| -1.7 mm / +0.5 mm | HLS Tailing (-2.65 SG) | -2.65 | 1552 | 15.5 | 0.26 | 0.55 | 77.6 | 13.1 | 0.18 | 0.07 | 4.22 | 2.59 | 0.31 | 6.20 | 16.5 | 12.4 | 7.5 | 10.4 | 17.6 | 15.4 | 9.8 | |||||||||||||||||||||
| -0.5 mm | Var 1 -500 micron | 1236 | 12.4 | 0.56 | 1.21 | 70.8 | 17.0 | 0.50 | 0.22 | 4.40 | 2.31 | 0.64 | 10.8 | 12.0 | 12.8 | 16.4 | 25.2 | 14.6 | 10.9 | 16.2 | ||||||||||||||||||||||
| Head (calc.) | 10000 | 100 | 0.64 | 1.37 | 72.9 | 16.4 | 0.38 | 0.11 | 3.72 | 2.61 | 0.49 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | |||||||||||||||||||||||
| HLS Concentrate | 1145 | 11.4 | 2.79 | 6.00 | 64.0 | 25.2 | 0.72 | 0.10 | 0.47 | 0.81 | 0.93 | 50.0 | 10.0 | 17.6 | 21.9 | 11.1 | 1.5 | 3.6 | 21.7 | |||||||||||||||||||||||
| Var 1, Global Rec. | HLS Middling interpolated | 1292 | 12.9 | 0.55 | 1.19 | 69.48 | 19.1 | 0.84 | 0.15 | 2.40 | 3.12 | 0.52 | 11.2 | 12.3 | 15.0 | 28.6 | 17.9 | 8.3 | 15.4 | 13.9 | ||||||||||||||||||||||
| HLS Tailing | 6328 | 63.3 | 0.28 | 0.61 | 75.55 | 14.2 | 0.20 | 0.08 | 4.45 | 2.89 | 0.37 | 28.0 | 65.6 | 54.6 | 33.1 | 45.8 | 75.6 | 70.1 | 48.2 | |||||||||||||||||||||||
| Var 1 -500 micron | 1236 | 12.4 | 0.56 | 1.21 | 70.80 | 17.0 | 0.50 | 0.22 | 4.40 | 2.31 | 0.64 | 10.8 | 12.0 | 12.8 | 16.4 | 25.2 | 14.6 | 10.9 | 16.2 | |||||||||||||||||||||||
Table 13-18 – Variability Sample 2 Global HLS Results
| Global HLS Fractional Analysis | HL SG | Weight | Assays (%) | Distribution (%) | ||||||||||||||||||||||||||||||||||||||
| Frac. | Combined HLS Products | g/cm3 | g | % | Li | Li2O | SiO2 | AI2O3 | Fe2O3 | CaO | Na2O | K2O | P2O5 | Li | SiO2 | AI2O3 | Fe2O3 | CaO | Na2O | K2O | P2O5 | |||||||||||||||||||||
| -10.0 mm / +6.4 mm | HLS Sp Concentrate (interpolated) | 2.83 | 653 | 6.53 | 2.79 | 6.00 | 67.1 | 24.1 | 0.36 | 0.03 | 0.69 | 0.36 | 0.23 | 19.8 | 5.9 | 9.5 | 7.5 | 2.3 | 1.3 | 1.1 | 3.2 | |||||||||||||||||||||
| -6.4 mm / +1.7 mm | HLS Sp Concentrate (interpolated) | 2.81 | 1129 | 11.3 | 2.79 | 6.00 | 65.4 | 24.7 | 0.43 | 0.05 | 0.68 | 0.65 | 0.58 | 34.3 | 10.0 | 16.8 | 15.7 | 7.1 | 2.2 | 3.4 | 14.4 | |||||||||||||||||||||
| -1.7 mm / +0.5 mm | HLS Sp Concentrate (interpolated) | 2.80 | 434 | 4.3 | 2.79 | 6.00 | 61.6 | 26.6 | 0.70 | 0.08 | 0.46 | 1.36 | 0.94 | 13.2 | 3.6 | 7.0 | 9.8 | 4.7 | 0.6 | 2.7 | 9.0 | |||||||||||||||||||||
| -10.0 mm / +6.4 mm | HLS Middling interpolated | -2.83+2.65 | 439 | 4.4 | 0.71 | 1.53 | 72.9 | 17.1 | 0.47 | 0.07 | 3.14 | 2.02 | 0.75 | 3.39 | 4.3 | 4.5 | 6.6 | 4.0 | 4.0 | 4.1 | 7.2 | |||||||||||||||||||||
| -6.4 mm / +1.7 mm | HLS Middling interpolated | -2.81+2.65 | 548 | 5.5 | 0.51 | 1.09 | 72.7 | 16.9 | 0.49 | 0.08 | 2.98 | 2.51 | 0.56 | 3.02 | 5.4 | 5.6 | 8.7 | 5.5 | 4.8 | 6.3 | 6.8 | |||||||||||||||||||||
| -1.7 mm / +0.5 mm | HLS Middling interpolated | -2.803+2.65 | 194 | 1.9 | 0.31 | 0.66 | 75.7 | 15.3 | 0.44 | 0.08 | 2.40 | 2.72 | 0.41 | 0.65 | 2.0 | 1.8 | 2.7 | 2.0 | 1.4 | 2.4 | 1.7 | |||||||||||||||||||||
| -10.0 mm / +6.4 mm | HLS Tailing (-2.65 SG) | -2.65 | 1283 | 12.8 | 0.23 | 0.49 | 74.8 | 14.6 | 0.24 | 0.08 | 4.71 | 3.42 | 0.35 | 3.17 | 13.0 | 11.3 | 10.0 | 13.9 | 17.7 | 20.3 | 9.8 | |||||||||||||||||||||
| -6.4 mm / +1.7 mm | HLS Tailing (-2.65 SG) | -2.65 | 2368 | 23.7 | 0.27 | 0.57 | 77.9 | 13.2 | 0.20 | 0.06 | 4.40 | 2.77 | 0.35 | 6.86 | 25.1 | 18.7 | 15.0 | 20.2 | 30.5 | 30.3 | 18.1 | |||||||||||||||||||||
| -1.7 mm / +0.5 mm | HLS Tailing (-2.65 SG) | -2.65 | 1242 | 12.4 | 0.20 | 0.42 | 80.1 | 11.5 | 0.19 | 0.06 | 4.30 | 2.34 | 0.27 | 2.64 | 13.5 | 8.6 | 7.5 | 10.5 | 15.6 | 13.4 | 7.5 | |||||||||||||||||||||
| -0.5 mm | Var 2 -500 micron | 1710 | 17.1 | 0.70 | 1.51 | 73.3 | 15.9 | 0.30 | 0.13 | 4.36 | 2.01 | 0.59 | 13.0 | 17.0 | 16.3 | 16.5 | 29.7 | 21.8 | 15.9 | 22.2 | ||||||||||||||||||||||
| Head (calc.) | 10000 | 100 | 0.92 | 1.98 | 73.6 | 16.6 | 0.31 | 0.07 | 3.41 | 2.17 | 0.45 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | |||||||||||||||||||||||
| HLS Concentrate | 2216 | 22.2 | 2.79 | 6.00 | 65.2 | 24.9 | 0.46 | 0.05 | 0.64 | 0.70 | 0.55 | 67.2 | 19.6 | 33.2 | 33.0 | 14.1 | 4.2 | 7.2 | 26.7 | |||||||||||||||||||||||
| Var 2, Global Rec. | HLS Middling interpolated | 1181 | 11.8 | 0.55 | 1.18 | 73.25 | 16.8 | 0.47 | 0.07 | 2.95 | 2.36 | 0.60 | 7.1 | 11.8 | 11.9 | 18.0 | 11.5 | 10.2 | 12.9 | 15.7 | ||||||||||||||||||||||
| HLS Tailing | 4893 | 48.9 | 0.24 | 0.51 | 77.61 | 13.1 | 0.21 | 0.07 | 4.45 | 2.83 | 0.33 | 12.7 | 51.6 | 38.6 | 32.5 | 44.7 | 63.8 | 64.0 | 35.4 | |||||||||||||||||||||||
| Var 2 -500 micron | 1710 | 17.1 | 0.70 | 1.51 | 73.30 | 15.9 | 0.30 | 0.13 | 4.36 | 2.01 | 0.59 | 13.0 | 17.0 | 16.3 | 16.5 | 29.7 | 21.8 | 15.9 | 22.2 | |||||||||||||||||||||||
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Table 13-19 – Variability Sample 3 Global HLS Results
| Global HLS Fractional Analysis | HL SG | Weight | Assays (%) | Distribution (%) | ||||||||||||||||||||||||||||||||||||||
| Frac. | Combined HLS Products | g/cm3 | g | % | Li | Li2O | SiO2 | AI2O3 | Fe2O3 | CaO | Na2O | K2O | P2O5 | Li | SiO2 | AI2O3 | Fe2O3 | CaO | Na2O | K2O | P2O5 | |||||||||||||||||||||
| -10.0 mm / +6.4 mm | HLS Sp Concentrate (interpolated) | 2.865 | 328 | 3.28 | 2.79 | 6.00 | 67.2 | 24.0 | 0.32 | 0.03 | 0.63 | 0.35 | 0.22 | 15.3 | 3.0 | 4.8 | 3.3 | 1.1 | 0.5 | 0.4 | 1.3 | |||||||||||||||||||||
| -6.4 mm / +1.7 mm | HLS Sp Concentrate (interpolated) | 2.83 | 544 | 5.4 | 2.79 | 6.00 | 65.0 | 24.8 | 0.52 | 0.11 | 0.63 | 0.57 | 0.74 | 25.3 | 4.8 | 8.3 | 8.8 | 6.4 | 0.8 | 1.2 | 7.4 | |||||||||||||||||||||
| -1.7 mm / +0.5 mm | HLS Sp Concentrate (interpolated) | 2.82 | 285 | 2.8 | 2.79 | 6.00 | 60.5 | 27.0 | 0.80 | 0.18 | 0.42 | 1.35 | 1.51 | 13.3 | 2.4 | 4.7 | 7.0 | 5.3 | 0.3 | 1.4 | 7.9 | |||||||||||||||||||||
| -10.0 mm/ +6.4 mm | HLS Middling interpolated | -2.865+2.65 | 552 | 5.5 | 0.70 | 1.50 | 71.8 | 17.8 | 0.53 | 0.12 | 3.37 | 2.10 | 0.75 | 6.41 | 5.4 | 6.0 | 9.1 | 6.7 | 4.5 | 4.3 | 7.6 | |||||||||||||||||||||
| -6.4 mm / +1.7 mm | HLS Middling interpolated | -2.83+2.65 | 780 | 7.8 | 0.47 | 1.02 | 72.2 | 17.5 | 0.49 | 0.09 | 3.27 | 2.59 | 0.67 | 6.16 | 7.7 | 8.4 | 11.8 | 7.8 | 6.2 | 7.5 | 9.7 | |||||||||||||||||||||
| -1.7 mm / +0.5 mm | HLS Middling interpolated | -2.82+2.65 | 316 | 3.2 | 0.26 | 0.57 | 75.7 | 15.2 | 0.49 | 0.08 | 2.23 | 2.87 | 0.43 | 1.39 | 3.3 | 2.9 | 4.8 | 2.8 | 1.7 | 3.4 | 2.5 | |||||||||||||||||||||
| -10.0 mm/ +6.4 mm | HLS Tailing (-2.65 SG) | -2.65 | 1402 | 14.0 | 0.20 | 0.43 | 73.3 | 15.5 | 0.25 | 0.07 | 5.21 | 3.87 | 0.44 | 4.65 | 14.0 | 13.3 | 10.9 | 9.8 | 17.8 | 20.2 | 11.4 | |||||||||||||||||||||
| -6.4 mm / +1.7 mm | HLS Tailing (-2.65 SG) | -2.65 | 2516 | 25.2 | 0.20 | 0.42 | 75.1 | 14.4 | 0.23 | 0.08 | 4.95 | 3.31 | 0.42 | 8.28 | 25.8 | 22.2 | 17.8 | 20.0 | 30.4 | 31.1 | 19.7 | |||||||||||||||||||||
| -1.7 mm / +0.5 mm | HLS Tailing (-2.65 SG) | -2.65 | 1330 | 13.3 | 0.16 | 0.35 | 78.1 | 12.6 | 0.19 | 0.07 | 4.67 | 2.74 | 0.33 | 3.61 | 14.2 | 10.3 | 7.7 | 9.5 | 15.2 | 13.6 | 8.0 | |||||||||||||||||||||
| Var 3 -500 mic Frac. | 1948 | 19.5 | 0.48 | 1.03 | 72.8 | 16.0 | 0.31 | 0.15 | 4.72 | 2.33 | 0.68 | 15.6 | 19.4 | 19.1 | 18.7 | 30.7 | 22.4 | 16.9 | 24.5 | |||||||||||||||||||||||
| Head (calc.) | 10000 | 100 | 0.60 | 1.29 | 73.2 | 16.3 | 0.32 | 0.10 | 4.10 | 2.68 | 0.54 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | |||||||||||||||||||||||
| HLS Concentrate | 1157 | 11.6 | 2.79 | 6.00 | 64.6 | 25.2 | 0.54 | 0.09 | 0.56 | 0.73 | 0.73 | 53.9 | 10.2 | 17.8 | 19.1 | 12.7 | 1.6 | 3.0 | 16.7 | |||||||||||||||||||||||
| Var 3, Global Rec. | HLS Middling interpolated | 1648 | 16.5 | 0.53 | 1.14 | 72.84 | 17.2 | 0.51 | 0.09 | 2.99 | 2.56 | 0.61 | 14.0 | 16.4 | 17.3 | 25.7 | 17.3 | 12.5 | 15.2 | 19.8 | ||||||||||||||||||||||
| HLS Tailing | 5248 | 52.5 | 0.20 | 0.43 | 75.49 | 14.3 | 0.23 | 0.06 | 4.77 | 3.42 | 0.38 | 16.5 | 54.1 | 45.8 | 36.4 | 39.3 | 63.4 | 64.8 | 39.1 | |||||||||||||||||||||||
| Var 3 -500 micron | 1948 | 19.5 | 0.50 | 1.08 | 72.89 | 16.1 | 0.31 | 0.13 | 4.55 | 2.40 | 0.64 | 15.6 | 19.4 | 19.1 | 18.7 | 30.7 | 22.4 | 16.9 | 24.5 | |||||||||||||||||||||||
Table 13-20 – Variability Sample 4 Global HLS Results
| Global HLS Fractional Analysis | HL SG | Weight | Assays (%) | Distribution (%) | ||||||||||||||||||||||||||||||||||||||
| Size Fraction | Combined HLS Products | g/cm3 | g | % | Li | Li2O | SiO2 | AI2O3 | Fe2O3 | CaO | Na2O | K2O | P2O5 | Li | SiO2 | AI2O3 | Fe2O3 | CaO | Na2O | K2O | P2O5 | |||||||||||||||||||||
| -10 mm / +6.4 mm | HLS Sp Concentrate (interpolated) | 2.85 | 276 | 2.8 | 2.79 | 6.00 | 66.0 | 24.1 | 0.63 | 0.04 | 0.69 | 0.71 | 0.21 | 17.4 | 2.5 | 4.2 | 4.5 | 1.4 | 0.5 | 0.6 | 1.3 | |||||||||||||||||||||
| -6.4mm / +1.7 mm | HLS Sp Concentrate (interpolated) | 2.84 | 386 | 3.9 | 2.79 | 6.00 | 63.2 | 24.9 | 0.95 | 0.09 | 0.59 | 1.11 | 0.79 | 24.4 | 3.3 | 6.0 | 9.6 | 4.3 | 0.6 | 1.4 | 6.8 | |||||||||||||||||||||
| -1.7 mm / +0.5 mm | HLS Sp Concentrate (interpolated) | 2.85 | 210 | 2.1 | 2.79 | 6.00 | 58.8 | 27.0 | 1.44 | 0.19 | 0.37 | 1.71 | 1.64 | 13.3 | 1.7 | 3.6 | 7.9 | 4.7 | 0.2 | 1.2 | 7.8 | |||||||||||||||||||||
| -10 mm / +6.4 mm | HLS Middling interpolated | -2.848+2.65 | 562 | 5.6 | 0.53 | 1.14 | 71.8 | 17.9 | 0.55 | 0.07 | 3.25 | 2.56 | 0.59 | 6.76 | 5.5 | 6.3 | 8.1 | 4.8 | 4.6 | 4.6 | 7.5 | |||||||||||||||||||||
| -6.4mm / +1.7 mm | HLS Middling interpolated | -2.84+2.65 | 745 | 7.5 | 0.37 | 0.81 | 72.3 | 17.6 | 0.59 | 0.09 | 2.66 | 3.09 | 0.64 | 6.32 | 7.3 | 8.2 | 11.4 | 8.5 | 4.9 | 7.4 | 10.8 | |||||||||||||||||||||
| -1.7 mm / +0.5 mm | HLS Middling interpolated | 2.8 | 363 | 3.6 | 0.23 | 0.49 | 71.1 | 18.3 | 0.61 | 0.08 | 1.59 | 4.04 | 0.37 | 1.86 | 3.5 | 4.2 | 5.8 | 3.4 | 1.4 | 4.7 | 3.0 | |||||||||||||||||||||
| -10 mm / +6.4 mm | HLS Tailing (-2.65 SG) | -2.65 | 1734 | 17.3 | 0.14 | 0.30 | 74.6 | 14.3 | 0.24 | 0.07 | 4.64 | 3.88 | 0.34 | 5.54 | 17.6 | 15.6 | 11.1 | 14.7 | 20.1 | 21.7 | 13.2 | |||||||||||||||||||||
| -6.4mm / +1.7 mm | HLS Tailing (-2.65 SG) | -2.65 | 2834 | 28.3 | 0.14 | 0.31 | 75.6 | 14.1 | 0.23 | 0.06 | 4.86 | 3.45 | 0.35 | 9.20 | 29.2 | 25.1 | 17.2 | 21.9 | 34.4 | 31.5 | 22.2 | |||||||||||||||||||||
| -1.7 mm / +0.5 mm | HLS Tailing (-2.65 SG) | -2.65 | 1529 | 15.3 | 0.12 | 0.26 | 77.9 | 12.9 | 0.21 | 0.05 | 4.59 | 2.98 | 0.28 | 4.17 | 16.2 | 12.3 | 8.4 | 8.5 | 17.5 | 14.7 | 9.8 | |||||||||||||||||||||
| Var 4 -500 micron | 1360 | 13.6 | 0.36 | 0.77 | 71.0 | 17.1 | 0.45 | 0.17 | 4.65 | 2.76 | 0.57 | 11.1 | 13.2 | 14.6 | 16.0 | 27.7 | 15.8 | 12.1 | 17.5 | |||||||||||||||||||||||
| Head (calc.) | 10000 | 100 | 0.44 | 0.95 | 73.4 | 16.0 | 0.38 | 0.08 | 4.01 | 3.10 | 0.44 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | |||||||||||||||||||||||
| HLS Concentrate | 872 | 8.7 | 2.79 | 6.00 | 63.4 | 24.9 | 0.94 | 0.08 | 0.55 | 1.15 | 0.77 | 55.0 | 7.5 | 13.8 | 22.1 | 10.4 | 1.2 | 3.2 | 15.9 | |||||||||||||||||||||||
| HLS Middling interpolated | 1670 | 16.7 | 0.41 | 0.88 | 72.25 | 17.7 | 0.56 | 0.07 | 2.56 | 3.17 | 0.54 | 14.9 | 16.3 | 18.7 | 25.3 | 16.7 | 10.9 | 16.8 | 21.3 | |||||||||||||||||||||||
| Var 4, Global Rec. | HLS Tailing | 6098 | 61.0 | 0.14 | 0.30 | 76.29 | 13.7 | 0.22 | 0.05 | 4.61 | 3.51 | 0.31 | 18.9 | 63.0 | 53.0 | 36.6 | 45.1 | 72.0 | 67.9 | 45.3 | ||||||||||||||||||||||
| Var 4 -500 micron | 1360 | 13.6 | 0.37 | 0.80 | 71.37 | 16.9 | 0.44 | 0.14 | 4.53 | 2.81 | 0.54 | 11.1 | 13.2 | 14.6 | 16.0 | 27.7 | 15.8 | 12.1 | 17.5 | |||||||||||||||||||||||
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| 14 | MINERAL RESOURCE ESTIMATES |
The Mineral Resource estimates are reported using the 2014 CIM Definition Standards and the 2019 CIM Guidelines. The mineral resource estimation work for the Project was conducted by Mr. Marc-Antoine Laporte, M.Sc., P.Geo. The 3D modelling, geostatistics, and grade interpolation of the block model was conducted using the Genesis© software developed by SGS. The Mineral Resource estimation process was reviewed internally by Maxime Dupere, P.Geo, from SGS. Due to the distances between the Xuxa, Barreiro, Lavra do Meio and Murial pegmatites, they are treated as separate estimates and separate block models were constructed for each zone.
The Mineral Resource estimates are based on the drill hole database (lithology logs and assays) using HQ drill core and are limited by the topographic surface. Due to the lack of control on the channel sampling from the previous exploration campaigns, the channel assay results were not used for purposes of resource estimation and mapping was used only to control the pegmatite wireframe.
| 14.1 | XUXA DEPOSIT |
14.1.1 Exploratory Data Analysis
The final database used for the Xuxa pegmatite Mineral Resource estimation was transmitted to SGS by SMSA on December 13, 2018 in Microsoft® Excel format and Datamine format and this date was used as a cut-off for the resource estimate. The database validation steps are discussed in Section 12. The database comprises 93 drill holes with entries for:
| • | Down hole surveys (n = 4,680) |
| • | Assays (n = 2,386) |
| • | Lithologies (n = 1,180). |
The database was validated upon importation in Genesis©, which enabled the correction of minor discrepancies between the table entries, surveys, and lithologies.
Vertical sections were generated oriented N55°W (305º azimuth) following the drilling pattern and perpendicular to the general trend of the pegmatite unit. In general, the sections are spaced at 50 m intervals. Figure 14-1 is a drill collar layout plan.
The topographic surface that was used by SGS was a 1 m precision DEM (refer to Section 9.2).
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Figure 14-1 – Xuxa Drill Hole Collar Locations
(2017 collars shown in blue and 2018 collars shown in black)
Note: North is to top of figure.
14.1.2 Analytical Data
There is a total of 2,386 assay intervals in the database that were used for Mineral Resource estimation; 1,247 assays are contained inside the interpreted mineralized solids. Most of the drill holes defining the mineralized solids have been sampled continuously. Table 14-1 shows the range of Li2O values from the analytical data within the interpreted mineralized shapes.
Table 14-1 – Xuxa Assay Statistics Inside Mineralized Solids
| Li2O | ||||
| (%) | ||||
| Count | 1,247 | |||
| Mean | 1.48 | |||
| Std. Dev. | 0.84 | |||
| Min | 0.03 | |||
| Median | 1.51 | |||
| Max | 4.63 | |||
14.1.3 Composite Data
Block model grade interpolation was conducted on composited analytical data. A 1 m composite length was selected based on the north–south width of the 5 m by 3 m by 5 m block size defined for the resource block model. Compositing began at the bedrock-overburden contact. No capping was applied on the analytical composite data.
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Table 14-2 shows the grade statistics of the analytical composites used for the interpolation of the resource block model and Figure 14-2 is an example histogram.
Table 14-2 – Xuxa 1 m Composite Statistics
| Li2O | ||||
| (%) | ||||
| Count | 1,096 | |||
| Mean | 1.56 | |||
| Std. Dev. | 0.70 | |||
| Min | 0.13 | |||
| Median | 1.58 | |||
| Max | 3.94 | |||

Figure 14-2 – Xuxa 1 m Composite Histogram
14.1.4 Density
Density determinations are outlined in Section 11.3. An average density value of 2.7 t/m3 was determined for the mineralized pegmatite. This value was used for the calculation of the tonnages from the volumetric estimates of the resource block model.
14.1.5 Geological Interpretation
SGS conducted the interpretation of the 3D wireframe solids of the mineralization based on the drill hole data and surface mapping done by SMSA geologists. For the purpose of modelling, sections (looking northeast) were generated every 50 m, with intermediate sections where necessary to tie in the solids. The modelling was first completed on sections to define mineralized shapes using the lithology and lithium analytical data. A minimum grade of 0.3% Li2O over a minimum drill hole interval length of 1.5 m was generally used as guideline to define the width of mineralized shapes (refer to Figure 7-4). The final 3D wireframe model (solid) was constructed by linking the defined mineralized shapes based on the geological interpretation.
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The linked interpretation shows one pegmatite body, with a strike orientation of 075º azimuth and a dip averaging -50º to the northwest. The pegmatite body was modelled as one envelope with two principal zones on the east and west side of the Piaui Corrego creek that are linked by a thinner zone extrapolated below the river level. A fault following the Piaui river possibly partially split the pegmatite and induced a slight sinistral displacement between the east and west zones. Additional drilling should be conducted to quantify the fault location and impact on the pegmatite location.
The mineralized solids were clipped directly on the DEM surface and the average depth of soil overburden is 2.9 m. Between the soil and the rock there is a semi consolidated saprolite that is quite variable in thickness from 1 to 17 m. Figure 14-3 shows the final 3D wireframe solids in isometric view with the drill holes pierce points.
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Figure 14-3 – Xuxa Pegmatite Solid (looking southeast)
14.1.6 Resource Block Modeling
A block size of 5 m by 3 m by 5 m (vertical) was selected for the Xuxa resource block model based on the drill hole spacing and the width and general geometry of mineralization. No rotation was applied to the block model. The 5 m vertical dimension corresponds to the bench height of a potential small open pit mining operation. The 5 m northeast–southwest dimension corresponds to about a tenth of the minimum drill spacing and accounts for the variable geometry of the mineralization in that direction.
The 3 m northwest–southeast block dimension accounts for the minimum width of the mineralization modelled at Xuxa. The resource block model contains 156,706 blocks located inside (> 1%) the mineralized solids, for a total volume of 7,872,275 m3. Table 14-3 summarizes the block model limit parameters.
Table 14-3 – Xuxa Resource Block Model Parameters
| Coordinates | Coordinates | |||||||||||||
| Block Size | Number of | (Local Grid) Min | (Local Grid) Max | |||||||||||
| Direction | (m) | Blocks | (m) | (m) | ||||||||||
| East–west (x) | 5 | 249 | 189,710 | 190,950 | ||||||||||
| North–south (y) | 3 | 420 | 8,145,922 | 8,147,176 | ||||||||||
| Elevation (z) | 5 | 71 | 50 | 350 | ||||||||||
14.1.7 Variography
In order to determine the continuity and distribution of the Li2O grades, the 1 m composites were submitted to a variographic study. The variographic analysis helped determine the search ellipses criteria and define the kriging parameters for the block interpolation process.
The composites show a normal distribution with a relatively high standard deviation of 0.70 Li2O%. This prevented the use of a single correlogram model. Instead, two were generated, one for short distances and one for long distances. The short-distance correlogram was computed on untransformed composites. The long-distance correlogram was computed on transformed composites. The transformations involved projection of the composites and rescaling of the Z axis. This was to ensure a constant planar area of composite that could be used to identify long distance thin structures in the mineralized zone. Multiple iterations of variographic analyses were conducted on the transformed composites, each involved different Z axis slicing. The resulting correlogram is shown in Figure 14-4.
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Figure 14-4 – Xuxa Combined Correlogram
The transformation process is omnidirectional by nature, so no preferred orientation and dip were identified during the modelling process. However, projection and Z-axis rescaling were done according to the mineralization orientation of 315º azimuth and -50º dip. The long-distance model is therefore optimal in this preferred orientation.
14.1.8 Block Model Interpolation
The grade interpolation for the Xuxa resource block model was completed using ordinary kriging (OK). The interpolation process was conducted using three successive passes with more inclusive search conditions from the first pass to the next until most blocks were interpolated.
Variable search ellipse orientations were used to interpolate the blocks. The general dip of the mineralized pegmatite was modelled on each section and then interpolated in each block. During the interpolation process, the search ellipse was orientated based on the interpolation direction of each block, hence better representing the local dip and orientation of the mineralization.
The first pass was interpolated using a search ellipsoid distance of 75 m (long axis) by 75 m (intermediate axis) and 25 m (short axis) with an orientation of 075º azimuth and -50º dip which represents the general geometry of the pegmatite in the Xuxa deposit. Using search conditions defined by a minimum of seven composites, a maximum of 15 composites and a minimum of three drill holes, 35% of the blocks were estimated. For the second pass, the search distance was twice the search distance of the first pass and composites selection criteria were kept the same as for the first pass. A total of 88% of the blocks were interpolated following the second pass. Finally, the search distance of the third pass was increased to 300 m (long axis) by 300 m (intermediate axis) by 100 m (short axis) with a minimum of seven composites, a maximum of 25 composites and a minimum of three drill holes. The purpose of the last interpolation pass was to interpolate the remaining unestimated blocks mostly located at the edges of the block model, representing 12% of the blocks.
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Internal dilution in included in the interpolation process and is estimated by the QP to be at 1% of the overall volume (78,900 m3). 35,000 m3 can be calculated from the drill log information but their lateral extension can be variable due to the 50 m drill spacing so 1% is considered reasonable by the QP.
Figure 14-5 illustrates the three search ellipsoids used for the different interpolation passes. Figure 14-6 shows the results of the block model interpolation in longitudinal view.
Figure 14-5 – Isometric View of Xuxa Search Ellipsoids
Figure 14-6 – Isometric View of the Xuxa Interpolated Block Model
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14.1.9 Model Validation
To validate the interpolation process, the block model grades were compared statistically to the assay and composite grades. The distribution of the assays, composites and blocks are normal (gaussian) and show similar average values with decreasing levels of variance (Figure 14-7). The assays and composites have average values of 1.48 and 1.56% Li2O with variances of 0.70 and 0.49% Li2O respectively. The interpolated blocks have an average value of 1.53% Li2O with a variance of 0.07% Li2O.
Figure 14-7 – Statistical Comparison of Xuxa Assay, Composite and Block Data
Furthermore, the block values were compared to the composite values located inside the interpolated blocks. This enables a test for possible over- or under-estimation of the grade by the search parameters by testing the correlation between the two values. A correlation of determination of 0.55 (R2) was established between the blocks and the composites (Figure 14-8), which is lower than expected and represents a higher level of smoothing than expected, but it is still considered by the QP to be acceptable for this type of deposit.
Figure 14-8 – Comparison Xuxa Block Values Versus Composites Inside Blocks
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14.1.10 Mineral Resources Classification
Mineral Resources are classified into Measured, Indicated and Inferred categories. The Mineral Resource classification is based on the density of analytical information, the grade variability and spatial continuity of mineralization. The Mineral Resources were classified in two successive stages: automated classification, followed by manual editing of final classification results.
The first classification stage was conducted by applying an automated classification process which selects around each block a minimum number of composites from a minimum number of holes located within a search ellipsoid of a given size and orientation:
| • | Measured Mineral Resources: the search ellipsoid used was 50 m (strike) by 50 m (dip) by 25 m with a minimum of seven composites in at least three different drill holes |
| • | Indicated Mineral Resources: the search ellipsoid was twice the size of the Measured category ellipsoid using the same composites selection criteria |
| • | Inferred Mineral Resources: all remaining blocks. |
Figure 14-9 is a plan view showing the final classifications. Because the upper section of the deposit is tested by only one drill hole, it was classified as Inferred, as was the lower section of the deposit.

Figure 14-9 – Xuxa Block Model Classification
14.1.11 Reasonable Prospects of Eventual Economic Extraction
The conceptual economic parameters were used to assess reasonable prospects of eventual economic extraction. A series of economic parameters were estimated to represent the production cost and economic prospectivity of an open pit mining operation in Brazil. They are detailed in Table 14-4 and came either from SGS Canada or SMSA. These parameters are believed to be sufficient to include all block models in future open pit mine planning mostly due to the relatively low mining costs in Brazil.
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Table 14-4 – Xuxa Parameters for Reasonable Prospects for Eventual Economic Extraction
| Parameters | Value | Unit | References | |||
| Sales Revenues | ||||||
| Concentrate Price (6% Li2O) | 1000.00 | USD$/Tonne | Sigma. | |||
| Operating Costs | ||||||
| Mining Mineralized Material | 2.0 | USD$/t | Sigma | |||
| Mining Overburden | 1.2 | USD$/t | Sigma | |||
| Mining Waste | 2.0 | USD$/t | Sigma | |||
| Crushing and Processing | 12.0 | USD$/t | Sigma | |||
| General and Administration | 4.0 | USD$/t | Sigma | |||
| Metallurgy and Royalties | ||||||
| Concentration Recovery | 85 | % | SGS Canada Inc | |||
| Royalties | 2 | % | Sigma | |||
| Geotechnical Parameters | ||||||
| Pit Slopes | 55 | Degrees | SGS Canada Inc | |||
| Mineralized Material Density | 2.70 | t/m3 | SGS Canada Inc. | |||
| Waste Material Density | 2.76 | t/m3 | SGS Canada Inc | |||
| Overburden | 1.61 | t/m3 | SGS Canada Inc | |||
| Cut Off grade | 0.5 | %Li2O | SGS Canada Inc |
Note: Concentration recovery (flotation test) are based on preliminary results from SGS Lakefield laboratory and may change at the completion of the test. Overburden density was taken from the average value of saprolitic soil as defined by Tan (2003)
14.1.12 Mineral Resource Statement
The Mineral Resource estimate is reported in Table 14-5 using a 0.5% Li2O cut-off. The Mineral Resources are constrained by the topography and based on the conceptual economic parameters detailed in Table 14-4. The estimate has an effective date of January 10, 2019. The QP for the estimate is Mr. Marc-Antoine Laporte, P.Geo., an SGS employee.
Table 14-5 – Xuxa Deposit Mineral Resource Estimate
| Cut-off Grade | Tonnage | Average Grade | ||||||||||
| Li2O (%) | Category | (t) | Li2O (%) | |||||||||
| 0.5 | Measured | 10,193,000 | 1.59 | |||||||||
| 0.5 | Indicated | 7,221,000 | 1.49 | |||||||||
| 0.5 | Measured + Indicated | 17,414,000 | 1.55 | |||||||||
| 0.5 | Inferred | 3,802,000 | 1.58 | |||||||||
Notes to accompany Mineral Resource table:
| 1. | Mineral Resources have an effective date of January 10, 2019 and have been classified using the 2014 CIM Definition Standards. The Qualified Person for the estimate is Mr. Marc-Antoine Laporte, P.Geo., an SGS employee. | |
| 2. | Mineral Resources are reported assuming open pit mining methods, and the following assumptions: lithium concentrate (6% Li2O) price of US$1,000/t, mining costs of US$2/t for mineralization and waste, US$1.2/t for overburden, crushing and processing costs of US$12/t, general and administrative (G&A) costs of US$4/t, concentrate recovery of 85%, 2% royalty payment, pit slope angles of 55º, and an overall cut-off grade of 0.5% Li2O. | |
| 3. | Tonnages and grades have been rounded in accordance with reporting guidelines. Totals may not sum due to rounding. | |
| 4. | Mineral Resources are reported inclusive of those Mineral Resources converted to Mineral Reserves. Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability. | |
| 5. | Long-term lithium concentrate price of $1,000/tonne assumes processing cost of US$12/t and metallurgical recovery of 85%. | |
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Factors that can affect Mineral Resource estimates include but are not limited to:
Changes to the modelling method or approach
Changes to geotechnical assumptions, in particular, the pit slope angles
Metallurgical recovery assumption that are based on preliminary test results
Changes to any of the social, political, economic, permitting, and environmental assumptions considered when evaluating reasonable prospects for eventual economic extraction
Internal schist dilution is estimated to 1% (78,900 m3) but can be variable depending of the lateral extension of the schist zone between the 50m drill spacing
Mineral Resource estimates can be affected by the market value of lithium and lithium compounds or the modification of the Brazilian taxation regime or environmental policies.
14.2 BARREIRO DEPOSIT
14.2.1 Exploratory Data Analysis
The final database used for the Barreiro pegmatite mineral resource estimation was transmitted to SGS by SMSA on December 13, 2018 in Microsoft® Excel format and Datamine format. The database validation steps are discussed in Section 12. The database comprises 104 drill holes with entries for:
Down hole surveys (n = 5,917)
Assays (n = 4,707)
Lithologies (n = 808)
The database was validated upon importation in Genesis©, which enabled the correction of minor discrepancies between the table entries, surveys, and lithologies.
Vertical sections were generated oriented northwest following the drilling pattern and the general trend of the pegmatite unit. In general, the sections are spaced at 50 m intervals. Figure 14-10 is a drill collar layout plan.
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Figure 14-10 – Barreiro Drillhole Collar Locations
NoteNorth is to top of figure.
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The topographic surface that was used by SGS was a 1 m precision DEM (refer to Section 9.2).
14.2.2 Analytical Data
There is a total of 4,707 assay intervals in the database that were used for the Barreiro Mineral Resource estimate; 3,125 assays are contained inside the interpreted mineralized solids. Most of the drill holes defining the mineralized solids have been sampled continuously. Table 14-6 shows the range of Li2O values from the analytical data inside the mineralized solids.
Table 14-6 – Barreiro Assay Statistics Inside Mineralized Solids
| Li2O | ||||
| (%) | ||||
| Count | 3.125 | |||
| Mean | 1.42 | |||
| Std. Dev. | 1.04 | |||
| Min | 0.02 | |||
| Median | 1.32 | |||
| Max | 7.62 | |||
14.2.3 Composite Data
Block model grade interpolation was conducted on composited analytical data. A 1 m composite length was selected based on the north–south width of the 5 m by 5 m by 5 m block size defined for the resource block model. Compositing starts at the bedrock-overburden contact. No capping was applied on the analytical composite data.
Table 14-7 shows the statistics of the analytical composites used for the interpolation of the resource block model. Figure 14-11 shows an example histogram.
Table 14-7 – Barreiro 1 m Composite Statistics
| Li2O | ||||
| (%) | ||||
| Count | 2,575 | |||
| Mean | 1.42 | |||
| Std. Dev. | 0.91 | |||
| Min | 0.03 | |||
| Median | 1.38 | |||
| Max | 5.79 | |||
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Figure 14-11 – Barreiro 1 m Composite Histogram
14.2.4 Density
Density determinations are outlined in Section 11.3. An average density value of 2.71 t/m3 was determined for the mineralized pegmatite. This value was used for the calculation of the tonnages from the volumetric estimates of the resource block model.
14.2.5 Geological Interpretation
SGS conducted the interpretation of the 3D wireframe solids of the mineralization based on the drill hole data and surface mapping done by SMSA geologists. For the purpose of modelling, sections (looking northeast) were generated every 50 m, with intermediate sections where necessary to tie in the solids. The modelling was first completed on sections to define mineralized shapes using the lithology and lithium analytical data. A minimum grade of 0.3% Li2O over a minimum drill hole interval length of 1.5m was generally used as guideline to define the width of mineralized shapes. The final 3D wireframe model (solid) was constructed by linking the defined mineralized shapes based on the geological interpretation.
The linked interpretation shows one pegmatite body, with an orientation of azimuth 155° and a dip averaging -35° to the southeast. The pegmatite body was modelled with two envelopes split by a major fault that can be traced on surface. Some drill holes show a possible north–south deformation zone that also affects the deposit and possibly connects the two zones (either totally or partially). This interpretation will require additional drill testing.
The mineralized solids were clipped directly on the DEM surface and the average depth of soil overburden is 3.15 m. Between the soil and the rock there is a semi-consolidated saprolite intersected in a few holes that is quite variable in thickness from 1 m to 3 m. Figure 14-12 shows the 3D wireframe solids of the Barreiro pegmatite in isometric view with the drill hole pierce points.
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Figure 14-12 – Sectional Interpretation of the Barreiro Pegmatite Unit (looking north)
14.2.6 Resource Block Modelling
A block size of 5 m (northeast–southwest) by 5 m (northwest–southeast) by 5 m (vertical) was selected for the Barreiro resource block model based on drill hole spacing and width and general geometry of mineralization. No rotation is applied to the block model. The 5 m vertical dimension corresponds to the bench height of a potential small open pit mining operation. The 5 m northeast–southwest dimension corresponds to about a tenth of the minimum drill spacing and accounts for the variable geometry of the mineralization in that direction. The 5 m northwest–southeast block dimension accounts for the minimum width of the mineralization modelled at Barreiro. The resource block model contains 89,259 blocks located inside the mineralized solids, for a total volume of 8,605,468 m3. Table 14-8 summarizes the block model limit parameters.
Table 14-8 – Barreiro Resource Block Model Parameters
| Block | Coordinates | Coordinates | ||||||
| Size | Number of | (Local Grid) Min | (Local Grid) Max | |||||
| Direction | (m) | Blocks | (m) | (m) | ||||
| East–west (x) | 5 | 171 | 190,450 | 191,300 | ||||
| North–south (y) | 5 | 141 | 8,140,150 | 8,140,850 | ||||
| Elevation (z) | 5 | 91 | -100 | 350 |
14.2.7 Variography
In order to determine the continuity and distribution of the Li2O grades, the 1 m composites were submitted to a variographic study. The variographic analysis helped determine the search ellipses criteria and define the kriging parameters for the block interpolation process.
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The composites show a normal distribution with a relatively high standard deviation of 0.91 Li2O%. This prevented the use of a single correlogram model. Instead, two were generated, one for short distances and one for long distances. The short-distance correlogram was computed on untransformed composites. The long-distance correlogram was computed on transformed composites. The transformations involved projection of the composites and rescaling of the Z axis. This was to ensure a constant planar area of composite that could be used to identified long distance thin structure in the mineralized zone. Multiple iterations of variographic analyses were conducted on the transformed composites, each involved different Z axis slicing. The resulting correlogram is shown as Figure 14-13.
Figure 14-13 – Barreiro Combined Correlogram
The transformation process is omnidirectional by nature, so no preferred orientation and dip were identified during the modelling process. However, projection and Z-axis rescaling were done according to the mineralization orientation of 155º of azimuth and -35º dip. The long-distance model is therefore optimal in this preferred orientation.
14.2.8 Block Model Interpolation
The grade interpolation for the Barreiro resource block model was completed using OK. The interpolation process was conducted using three successive passes with more inclusive search conditions from the first pass to the next until most blocks were interpolated.
Variable search ellipse orientations were used to interpolate the blocks. The general dip of the mineralized pegmatite was modelled on each section and then interpolated in each block. During the interpolation process, the search ellipse was orientated following the interpolation direction of each block, hence better representing the dip and orientation of the mineralization.
The first pass was interpolated using a search ellipsoid distance of 55 m (long axis) by 55 m (intermediate axis) and 25 m (short axis) with an orientation of 155° azimuth, and -35° dip to the southeast which represents the general geometry of the pegmatites in the deposit. Using search conditions defined by a minimum of seven composites, a maximum of 15 composites and a minimum of three holes, 62% of the blocks were estimated. For the second pass, the search distance was twice the search distance of the first pass and composites selection criteria were kept the same as for the first pass. A total of 95% of the blocks were interpolated following the second pass. Finally, the search distance of the third pass was increased to 250 m (long axis) by 250 m (intermediate axis) by 100 m (short axis) with a minimum of seven composites, a maximum of 25 composites and no minimum number of drill holes. The purpose of the last interpolation pass was to interpolate the remaining unestimated blocks mostly located at the edges of the block model, representing 5% of the blocks.
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Figure 14-14 illustrates the three search ellipsoids used for the different interpolation passes. Figure 14-15 show the results of the block model interpolation in longitudinal view.

Figure 14-14 – Isometric View of Barreiro Search Ellipses

Figure 14-15 – Isometric View of the Barreiro Interpolated Block Model
Note: Legend shows Li2O grades as greater than the first number, and less than the second in each colour range.
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14.2.9 Model Validation
In order to validate the interpolation process, the block model grades were compared statistically to the assay and composite grades. The distribution of the assays, composites and blocks are normal (gaussian) and show similar average values with decreasing levels of variance (Figure 14-16).

Figure 14-16 – Statistical Comparison of Barreiro Assay, Composite and Block Data
The assays and composites have average values of 1.42% and 1.42% Li2O respectively with variances of 1.08 and 0.84% Li2O. The interpolated blocks have an average value of 1.30% Li2O with a variance of 0.29% Li2O.
Furthermore, the block values were compared to the composite values located inside the interpolated blocks. This enables to test for possible over- or under-estimation of the grade by the search parameters by testing the local correlation between the two values. A correlation of determination of 0.66 (R2) was established between the blocks and the composites (Figure 14-17) which is typical and considered acceptable for this type of deposit.
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Figure 14-17 – Barreiro Block Values Versus Composites Inside Those Blocks
| 14.2.10 | Mineral Resources Classification |
Mineral Resources are classified into Measured, Indicated and Inferred categories. The Mineral Resource classification is based on the density of analytical information and the grade variability and spatial continuity of mineralization. The Mineral Resources were classified in two successive stages: automated classification, followed by manual editing of final classification results.
The first classification stage was conducted by applying an automated classification process which selects around each block a minimum number of composites from a minimum number of holes located within a search ellipsoid of a given size and orientation:
Measured Mineral Resources: the search ellipsoid was 55 m (strike) by 55 m (dip) by 35 m with a minimum of five composites in at least three different drill holes;
Indicated Mineral Resources: the search ellipsoid was twice the size of the Measured category ellipsoid using the same composites selection criteria;
Inferred Mineral Resources: all remaining blocks.
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Figure 14-18 is a plan view showing the final classifications.

Figure 14-18 – Barreiro Block Model Classification
| 14.2.11 | Reasonable Prospects of Eventual Economic Extraction |
The conceptual economic parameters were used to assess reasonable prospects of eventual economic extraction. A series of economic parameters were estimated to represent the production cost and economic prospectivity of an open pit mining operation in Brazil. They are detailed in Table 14-9 and came either from SGS Canada or SMSA. These parameters are believed to be sufficient to include all block models in future open pit mine planning mostly due to the relatively low mining costs in Brazil but need to be confirmed.
Table 14-9 – Barreiro Parameters for Reasonable Prospects of Eventual Economic Extraction
| Parameters | Value | Unit | References | |||||
| Sales Revenues | ||||||||
| Concentrate Price (6% Li2O) | 1000.00 | USD$/Tonne | Sigma. | |||||
| Operating Costs | ||||||||
| Mining Mineralized Material | 2.0 | USD$/t | Sigma | |||||
| Mining Overburden | 1.2 | USD$/t | Sigma | |||||
| Mining Waste | 2.0 | USD$/t | Sigma | |||||
| Crushing and Processing | 12.0 | USD$/t | Sigma | |||||
| General and Administration | 4.0 | USD$/t | Sigma | |||||
| Metallurgy and Royalties | ||||||||
| Concentration Recovery | 85 | % | SGS Canada Inc | |||||
| Royalties | 2 | % | Sigma | |||||
| Geotechnical Parameters | ||||||||
| Pit Slopes | 55 | Degrees | SGS Canada Inc | |||||
| Mineralized Material Density | 2.71 | t/m3 | SGS Canada Inc. | |||||
| Waste Material Density | 2.76 | t/m3 | SGS Canada Inc | |||||
| Overburden | 1.61 | t/m3 | SGS Canada Inc | |||||
| Cut Off grade | 0.5 | %Li2O | SGS Canada Inc | |||||
Note: Concentration recovery (flotation test) are based on preliminary results from SGS Lakefield laboratory and may change at the completion of the test. Overburden density was taken from the average value of saprolitic soil as defined by Tan (2003).
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| 14.2.12 | Mineral Resource Statement |
The Mineral Resource estimate is reported in Table 14-10 using a 0.5% Li2O cut-off. The Mineral Resources are constrained by the topography and based on the conceptual economic parameters detailed in Table 14-10. The estimate has an effective date of January 10, 2019. The QP for the estimate is Mr. Marc-Antoine Laporte, P.Geo., an SGS employee.
Table 14-10 – Barreiro Deposit Mineral Resource Estimate
| Cut-off Grade Li2O (%) | Category | Tonnage (t) | Average (%) | |||||||||
| 0.5 | Measured | 10,313,000 | 1.4 | |||||||||
| 0.5 | Indicated | 10,172,000 | 1.46 | |||||||||
| 0.5 | Measured + Indicated | 20,485,000 | 1.43 | |||||||||
| 0.5 | Inferred | 1,909,000 | 1.44 | |||||||||
Notes to accompany Mineral Resource table:
| 1. | Mineral Resources have an effective date of January 10, 2019 and have been classified using the 2014 CIM Definition Standards. The Qualified Person for the estimate is Mr Marc-Antoine Laporte, P.Geo., an SGS employee. | |
| 2. | Mineral Resources are reported assuming open pit mining methods, and the following assumptions: lithium concentrate (6% Li2O) price of US$1,000/t, mining costs of US$2/t for mineralization and waste, US$1.2/t for overburden, crushing and processing costs of US$12/t, general and administrative (G&A) costs of US$4/t, concentrate recovery of 85%, 2% royalty payment, pit slope angles of 55º, and an overall cut-off grade of 0.5% Li2O. | |
| 3. | Tonnages and grades have been rounded in accordance with reporting guidelines. Totals may not sum due to rounding. | |
| 4. | Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability. | |
| 5. | Long-term lithium concentrate price of $1,000/tonne assumes processing cost of US$12/t and metallurgical recovery of 85%. |
Factors that can affect Mineral Resource estimates include but are not limited to:
Changes to the modelling method or approach
Changes to geotechnical assumptions, in particular, the pit slope angles
Metallurgical recovery assumption that are based on preliminary test results
Changes to any of the social, political, economic, permitting, and environmental assumptions considered when evaluating reasonable prospects for eventual economic extraction
Mineral Resource estimates can also be affected by the market value of lithium and lithium compounds.
| 14.3 | MURIAL DEPOSIT |
14.3.1 Exploratory Data Analysis
The final database used for the Murial pegmatite Mineral Resource estimation was transmitted to SGS by SMSA on December 13, 2018 in Microsoft® Excel format and Datamine format. The database validation steps are discussed in Section 12. The database comprised 34 drill holes with entries for:
| • | Down hole surveys (n = 2,002) |
| • | Assays (n = 1,750) |
| • | Lithologies (n = 327). |
The database was validated upon importation in Genesis©, which enabled the correction of minor discrepancies between the table entries, surveys, and lithologies.
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Vertical sections were generated oriented east-west following the drilling pattern and the general trend of the pegmatite unit. In general, the sections are spaced at 50 m intervals. Figure 14-19 is a drill collar location plan.

Figure 14-19 – Murial Drill Hole Collar Locations
Note: North is to top of figure.
The topographic surface that was used by SGS was a 1 m precision DEM (refer to Section 9.2).
14.3.2 Analytical Data
There is a total of 1,750 assay intervals in the database used for mineral resource estimation; 728 assays are contained inside the mineralized solids. Most of the drill hole intervals defining the mineralized solids have been sampled continuously. Table 14-11 shows the range of Li2O values from the analytical data.
Table 14-11 – Murial Assay Statistics Inside Mineralized Solids
| Li20 | ||||
| (%) | ||||
| Count | 728 | |||
| Mean | 1.17 | |||
| Std. Dev. | 0.82 | |||
| Min | 0.02 | |||
| Median | 1.16 | |||
| Max | 4.28 | |||
14.3.3 Composite Data
Block model grade interpolation was conducted on composited analytical data. A 1 m composite length was selected based on the north–south width of the 5 m by 3 m by 5 m block size defined for the resource block model. Compositing starts at the bedrock-overburden contact. No capping was applied on the analytical composite data.
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Table 14-12 shows the statistics of the analytical composites used for the interpolation of the resource block model. Figure 14-20 shows an example histogram.
Table 14-12 – Murial 1 m Composite Statistics
| Li20 | ||||
| (%) | ||||
| Count | 641 | |||
| Mean | 1.19 | |||
| Std. Dev. | 0.71 | |||
| Min | 0.02 | |||
| Median | 1.24 | |||
| Max | 3.10 | |||

Figure 14-20 – Murial 1 m Composite Histogram
14.3.4 Density
Density determinations are outlined in Section 11.3. An average density value of 2.69 t/m3 was determined for the mineralized pegmatite. This value was used for the calculation of the tonnages from the volumetric estimates of the resource block model.
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14.3.5 Geological Interpretation
SGS conducted the interpretation of the 3D wireframe solids of the mineralization based on the drill hole data and surface mapping done by SMSA geologists. For the purpose of modelling, sections (looking north) were generated every 50 m, with intermediate section where necessary to tie in the solids. The modelling was first completed on sections to define mineralized shapes using the lithology and lithium analytical data. A minimum grade of 0.3% Li2O over a minimum drill hole interval length of 1.5 m was generally used as guideline to define the width of mineralized shapes. The final 3D wireframe model (solid) was constructed by linking the defined mineralized shapes based on the geological interpretation (refer to Figure 7-8).
The linked interpretation shows one pegmatite body, with an orientation of 95º and a dip averaging -80º to the west. The pegmatite body was modelled with one envelope that starts sub-vertical on the west side and flattens to around 35º dip on the eastern side, probably due to local folding. Additional drilling will be required to support the model interpretation.
The mineralized solids were clipped directly on the DEM surface and the average depth of soil overburden thickness is about 4 m. No saprolite zone was logged by Sigma geologists. Figure 14-21 shows the final 3D wireframe solids in isometric view with the drill hole pierce points.

Figure 14-21 – Murial Pegmatite Solid (looking west)
14.3.6 Resource Block Modeling
A block size of 5 m by 3 m by 5 m (vertical) was selected for the Murial resource block model based on drill hole spacing and the width and general geometry of mineralization. No rotation was applied to the block model. The 5 m vertical dimension corresponds to the bench height of a potential small open pit mining operation. The 5 m northeast–southwest dimension corresponds to about a tenth of the minimum drill spacing and accounts for the variable geometry of the mineralization in that direction. The 3 m northwest–southeast block dimension accounts for the average minimum width of the mineralization modelled at Murial. The resource block model contains 47,117 blocks located inside the mineralized solids, for a total volume of 2,633,891 m3. Table 14-13 summarizes the block model limit parameters.
Table 14-13 – Murial Resource Block Model Parameters
| Block | Coordinates | Coordinates | ||||||||||||||
| Size | Number of | (Local Grid) Min | (Local Grid) Max | |||||||||||||
| Direction | (m) | Blocks | (m) | (m) | ||||||||||||
| East–west (x) | 5 | 63 | 192,518 | 192,828 | ||||||||||||
| North–south (y) | 3 | 282 | 8,141,157 | 8,142,000 | ||||||||||||
| Elevation (z) | 5 | 61 | 61 | 431 | ||||||||||||
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14.3.7 Block Model Interpolation
The grade interpolation for the Murial resource block model was completed using an inverse distance weighting to the second power (ID2) methodology. The inverse squared distance weighting method assigns a grade to each block in the block model, without the necessity of a sample being within the block volume. With the ID2 method, the grade, thickness or any other value for the sample is adjusted by the inverse of the distance to the sample, squared. All adjusted sample weights are summed, then divided by the sum of the inverse distances. Closer samples are given greater weight than samples farther away.
The interpolation process was conducted using three successive passes with more inclusive search conditions from the first pass to the next until most blocks were interpolated.
Variable search ellipse orientations were used to interpolate the blocks. The general dip of the mineralized pegmatite was modelled on each section and then interpolated in each block. During the interpolation process, the search ellipse was orientated based on the interpolation direction of each block, hence better representing the local dip and orientation of the mineralization.
The first pass was interpolated using a search ellipsoid distance of 75 m (long axis) by 75 m (intermediate axis) and 35 m (short axis) with an orientation of 95° azimuth and -80° dip to the east which represents the general geometry of the pegmatites in the deposit. Using search conditions defined by a minimum of seven composites, a maximum of 15 composites and a minimum of three drill holes, 53% of the blocks were estimated. For the second pass, the search distance was twice the search distance of the first pass and composites selection criteria were kept the same as for the first pass. A total of 82% of the blocks were interpolated following the second pass.
Finally, the search distance of the third pass was increased to 200 m (long axis) by 200 m (intermediate axis) by 100 m (short axis) with a minimum of seven composites, a maximum of 20 composites and no minimum number of drill holes. The purpose of the last interpolation pass was to interpolate the remaining unestimated blocks mostly located at the edges of the block model, representing 18% of the blocks.
Figure 14-22 illustrates the three search ellipsoids used for the different interpolation passes.
Figure 14-23 show the results of the block model interpolation in longitudinal view.
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Figure 14-22 – Isometric View of Murial Search Ellipsoids

Figure 14-23 – Isometric View of Murial Interpolated Block Model
14.3.8 Model Validation
In order to validate the interpolation process, the block model grades were compared statistically to the assay and composite grades. The distribution of the assays, composites and blocks are normal (gaussian) and show similar average values with decreasing levels of variance (Figure 14-24).
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Figure 14-24 – Statistical Comparison of Murial Assay, Composite and Block Data
The assays and composites have average values of 1.17 and 1.19% Li2O with variances of 0.68 and 0.50% Li2O. The interpolated blocks have an average value of 0.99% Li2O with a variance of 0.18% Li2O.
Furthermore, the block values were compared to the composite values located inside the interpolated blocks. This enables a test for possible over- or under-estimation of the grade by the search parameters by testing the correlation between the two values. A correlation of determination of 0.10 (R2) was established between the blocks and the composites (Figure 14-25). This relatively low but can be explained by the high level of internal variance in the deposit and is considered acceptable.

Figure 14-25 – Murial Block Values Versus Composites Inside Those Blocks
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| 14.3.9 | Mineral Resources Classification |
The Mineral Resources are classified into Measured, Indicated and Inferred categories. The Mineral Resource classification is based on the density of analytical information, the grade variability and spatial continuity of mineralization. The Mineral Resources were classified in two successive stages: automated classification, followed by manual editing of final classification results.
The first classification stage is conducted by applying an automated classification process which selects around each block a minimum number of composites from a minimum number of drill holes located within a search ellipsoid of a given size and orientation.
| • | Measured Mineral Resources: the search ellipsoid was 55 m (strike) by 55 m (dip) by 35 m with a minimum of five composites in at least three different drill holes. |
| • | Indicated Mineral Resources: the search ellipsoid was twice the size of the Measured category ellipsoid using the same composites selection criteria. |
| • | Inferred Mineral Resources: all remaining blocks were considered to be in the Inferred category |
Figure 14-26 is a plan view showing the final classifications.

Figure 14-26 – Murial Block Model Classification
The lower east side of the deposit only has one observation point and so is classified as Inferred Mineral Resources.
| 14.3.10 | Reasonable Prospects for Eventual Economic Extraction |
The conceptual economic parameters were used to assess reasonable prospects of eventual economic extraction. A series of economic parameters were estimated to represent the production cost and economic prospectivity of an open pit mining operation in Brazil. They are detailed in Table 14-14 and came either from SGS Canada or SMSA. These parameters are believed to be sufficient to include all block models in future open pit mine planning mostly due to the relatively low mining costs in Brazil but need to be confirmed.
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Table 14-14 – Murial Parameters for Reasonable Prospect for Eventual Economic Extraction
| Parameters | Value | Unit | References | |||||
| Sales Revenues | ||||||||
| Concentrate Price (6% Li2O) | 1000.00 | USD$/Tonne | Sigma. | |||||
| Operating Costs | ||||||||
| Mining Mineralized Material | 2.0 | USD$/t | Sigma | |||||
| Mining Overburden | 1.2 | USD$/t | Sigma | |||||
| Mining Waste | 2.0 | USD$/t | Sigma | |||||
| Crushing and Processing | 12.0 | USD$/t | Sigma | |||||
| General and Administration | 4.0 | USD$/t | Sigma | |||||
| Metallurgy and Royalties | ||||||||
| Concentration Recovery | 85 | % | SGS Canada Inc | |||||
| Royalties | 2 | % | Sigma | |||||
| Geotechnical Parameters | ||||||||
| Pit Slopes | 55 | Degrees | SGS Canada Inc | |||||
| Mineralized Material Density | 2.69 | t/m3 | SGS Canada Inc. | |||||
| Waste Material Density | 2.79 | t/m3 | SGS Canada Inc | |||||
| Overburden | 1.61 | t/m3 | SGS Canada Inc | |||||
| Cut Off grade | 0.5 | %Li2O | SGS Canada Inc | |||||
Note: Concentration recovery (flotation test) are based on preliminary results from SGS Lakefield laboratory and may change at the completion of the test. Overburden density was taken from the average value of saprolitic soil as defined by Tan (2003).
| 14.3.11 | Mineral Resource Statement |
The Mineral Resource estimate is reported using a 0.5% Li2O cut-off. The Mineral Resources are constrained by the topography and are based on the conceptual economic parameters detailed in Table 14-15. The estimate has an effective date of January 10, 2019. The QP for the estimate is Mr. Marc-Antoine Laporte, P.Geo., an SGS employee.
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Table 14-15 – Murial Deposit Mineral Resource Estimate
| Cut-off | Average | ||||||||||
| Grade Li2O | Tonnage | Grade Li2O | |||||||||
| (%) | Category | (t) | (%) | ||||||||
| 0.5 | Measured | 4,175,000 | 1.17 | ||||||||
| 0.5 | Indicated | 1,389,000 | 1.04 | ||||||||
| 0.5 | Measured | 5,564,000 | 1.14 | ||||||||
| + | |||||||||||
| Indicated | |||||||||||
| 0.5 | Inferred | 669,000 | 1.06 | ||||||||
Notes to accompany Mineral Resource table:
| 1. | Mineral Resources have an effective date of January 10, 2019 and have been classified using the 2014 CIM Definition Standards. The Qualified Person for the estimate is Mr. Marc-Antoine Laporte, P.Geo., an SGS employee. |
| 2. | Mineral Resources are reported assuming open pit mining methods, and the following assumptions: lithium concentrate (6% Li2O) price of US$1,000/t, mining costs of US$2/t for mineralization and waste, US$1.2/t for overburden, crushing and processing costs of US$12/t, general and administrative (G&A) costs of US$4/t, concentrate recovery of 85%, 2% royalty payment, pit slope angles of 55º, and an overall cut-off grade of 0.5% Li2O. |
| 3. | Tonnages and grades have been rounded in accordance with reporting guidelines. Totals may not sum due to rounding. |
| 4. | Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability. |
| 5. | Long-term lithium concentrate price of $1,000/t assumes processing cost of US$12/t and metallurgical recovery of 85%. |
Factors that can affect Mineral Resource estimates include but are not limited to:
Changes to the modelling method or approach
Changes to geotechnical assumptions, in particular, the pit slope angles
Metallurgical recovery assumptions that are based on preliminary test results
Changes to any of the social, political, economic, permitting, and environmental assumptions considered when evaluating reasonable prospects for eventual economic extraction
Mineral Resource estimates can also be affected by the market value of lithium and lithium compounds.
| 14.4 | LAVRA DO MEIO DEPOSIT |
| 14.4.1 | Exploratory Data Analysis |
The final database used for the Lavra do Meio pegmatite mineral resource estimation was transmitted to SGS by SMSA on December 13, 2018 in Microsoft® Excel format and Datamine format. The database validation steps are discussed in Section 12. The database comprised 17 drill holes with entries for:
Down hole surveys (n = 717)
Assays (n = 656)
Lithologies (n = 119).
The database was validated upon importation in Genesis©, which enabled the correction of minor discrepancies between the table entries, surveys, and lithologies.
Vertical sections were generated oriented east-west following the drilling pattern and the general trend of the pegmatite unit. In general, the sections are spaced at 50 m intervals. Figure 14-27 is a drill collar location plan.
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Figure 14‐27 – Lavra Do Meio Drill Hole Collar Locations
Note: North is to top of figure.
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The topographic surface that was used by SGS was a 1 m precision DEM (refer to Section 9.2).
| 14.4.2 | Analytical Data |
There is a total of 656 assay intervals in the database used for the Mineral Resource estimate; 405 assays are contained inside the interpreted mineralized solids. Most of the drill holes defining the mineralized solids have been sampled continuously.
Table 14-16 shows the range of Li2O values from the analytical data.
Table 14-16 – Lavra do Meio Assay Statistics Inside Mineralized Solids
| Li20 | ||||
| (%) | ||||
| Count | 405 | |||
| Mean | 1.13 | |||
| Std. Dev. | 1.01 | |||
| Min | 0.02 | |||
| Median | 0.94 | |||
| Max | 6.15 | |||
| 14.4.3 | Composite Data |
Block model grade interpolation was conducted on composited analytical data. A 1 m composite length was selected based on the north–south width of the 5 m by 3 m by 5 m block size defined for the resource block model. Compositing starts at the bedrock-overburden contact. No capping was applied on the analytical composite data.
Table 14-17 shows the grade statistics of the analytical composites used for the interpolation of the resource block model and Figure 14-28 shows the related histogram for Li2O.
Table 14-17 – Lavra do Meio 1 m Composite Statistics
| Li20 | ||||
| (%) | ||||
| Count | 359 | |||
| Mean | 1.14 | |||
| Std. Dev. | 0.86 | |||
| Min | 0.02 | |||
| Median | 1.04 | |||
| Max | 5.90 | |||
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Figure 14-28 – Lavra do Meio 1 m Composite Histogram
| 14.4.4 | Density |
Density determinations are outlined in Section 11.3. An average density value of 2.65 t/m3 was determined for the mineralized pegmatite. This value was used for the calculation of the tonnages from the volumetric estimates of the resource block model.
| 14.4.5 | Geological Interpretation |
SGS conducted the interpretation of the 3D wireframe solids of the mineralization based on the drill hole data and surface mapping done by SMSA geologists. For the purpose of modelling, sections (looking north) were generated every 50 m, with intermediate sections where necessary to tie in the solids. The modelling was first completed on sections to define mineralized shapes using the lithology and lithium analytical data. A minimum grade of 0.3% Li2O over a minimum drill hole interval length of 1.5 m was generally used as a guideline to define the width of the mineralized shapes. The final 3D wireframe model (solid) was constructed by linking the defined mineralized shapes based on the geological interpretation (refer to Figure 7-6).
The linked interpretation shows one pegmatite body, with a strike orientation of azimuth 280° and a dip averaging -75° to the east. The pegmatite body was modelled as two envelopes split by a major fault that can be traced on surface. Some drill holes show a possible north–south deformation zone that also affects the deposit and possibly connects the two zones (either totally or partially). This interpretation will require additional drill testing.
The mineralized solids were clipped directly on the DEM surface and the average depth of soil overburden is 5.7 m. No saprolite zone was logged by the Sigma geologists.
Figure 14-29 shows the final 3D wireframe solids in isometric view with the drill hole pierce points.
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Figure 14-29 – Lavra do Meio Pegmatite Solid (looking west)
| 14.4.6 | Resource Block Modeling |
A block size of 5 m (northeast–southwest) by 3 m (northwest–southeast) by 5 m (vertical) was selected for the Lavro do Meio resource block model based on drill hole spacing, width and general geometry of mineralization. No rotation was applied to the block model. The 5 m vertical dimension corresponds to the bench height of a potential small open pit mining operation. The 5 m northeast–southwest dimension corresponds to about a tenth of the minimum drill spacing and accounts for the variable geometry of the mineralization in that direction. The 5 m northwest–southeast block dimension accounts for the minimum width of the mineralization modelled at Lavro do Meio. The resource block model contains 19,088 blocks located inside the mineralized solids, for a total volume of 1,048,241 m3. Table 14-18 summarizes the block model limit parameters.
Table 14-18 – LDM Resource Block Model Parameters
| Coordinates | Coordinates | |||||||||||||
| Block Size | Number of | (Local Grid) Min | (Local Grid) Max | |||||||||||
| Direction | (m) | Blocks | (m) | (m) | ||||||||||
| East–west (x) | 5 | 76 | 192,225 | 192,600 | ||||||||||
| North–south (y) | 3 | 226 | 8,140,250 | 8,140,925 | ||||||||||
| Elevation (z) | 5 | 57 | 110 | 390 | ||||||||||
| 14.4.7 | Variography |
In order to determine the continuity and distribution of the Li2O grades, the 1 m composites were submitted to a variographic study. The variographic analysis helped determine the search ellipses criteria and define the kriging parameters for the block interpolation process.
The composites show a normal distribution with a relatively high standard deviation of 0.86 Li2O%. This prevented the use of a single correlogram model. Instead, two were generated, one for short distances and one for long distances.
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The short-distance correlogram was computed on untransformed composites. The long-distance correlogram was computed on transformed composites. The transformations involve projection of the composites and rescaling of the Z axis. This was to ensure a constant planar area of composite that could be used to identified long distance thin structure in the mineralized zone. Multiple iterations of variographic analyses were conducted on the transformed composites, each involved different Z slicing. The resulting correlogram is shown in Figure 14-30.

Figure 14-30 – Lavra do Meio Combined Correlogram
The transformation process is omnidirectional by nature, so no preferred orientation and dip were identified during the modelling process. However, projection and Z-axis rescaling were done according to the mineralization orientation of 100º of azimuth and -75º dip. The long-distance model is therefore optimal in this preferred orientation.
| 14.4.8 | Block Model Interpolation |
The grade interpolation for the resource block model was completed using OK. The interpolation process was conducted using three successive passes with more inclusive search conditions from the first pass to the next until most blocks were interpolated.
Variable search ellipse orientations were used to interpolate the blocks. The general dip of the mineralized pegmatite was modelled on each section and then interpolated in each block. During the interpolation process, the search ellipse was orientated based on the interpolation direction of each block, hence better representing the dip and orientation of the mineralization.
The first pass was interpolated using a search ellipsoid distance of 50 m (long axis) by 50 m (intermediate axis) and 25 m (short axis) with an orientation of 280º azimuth and -75º dip to the east which represents the general geometry of the pegmatites in the Lavra do Meio deposit. Using search conditions defined by a minimum of five composites, a maximum of 15 composites and a minimum of three drill holes, 54% of the blocks were estimated. For the second pass, the search distance was twice the search distance of the first pass and composites selection criteria were kept the same as for the first pass. A total of 91% of the blocks were interpolated following the second pass. Finally, the search distance of the third pass was increased to 125 m (long axis) by 125 m (intermediate axis) by 75 m (short axis) with a minimum of five composites, a maximum of 15 composites and no minimum composites required per drill hole. The purpose of the last interpolation pass was to interpolate the remaining unestimated blocks mostly located at the edges of the block model, representing 9% of the blocks.
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Figure 14-31 illustrates the three search ellipsoids used for the different interpolation passes. Figure 14-32 shows the results of the block model interpolation in longitudinal view.

Figure 14-31 – Isometric View of Lavra do Meio Search Ellipses

Figure 14-32 – Isometric View of Lavra Do Meio Interpolated Block Model
| 14.4.9 | Model Validation |
To validate the interpolation process, the block model grades were compared statistically to the assay and composite grades. The distribution of the assays, composites and blocks are normal (gaussian) and show similar average values with decreasing levels of variance (Figure 14-33).
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Figure 14-33 – Statistical Comparison of Lavro Do Meio Assay, Composite and Block Data
The assays and composites have respective averages of 1.13% Li2O and 1.14% Li2O with variances of 1.01 and 0.74. The interpolated blocks have and average value of 1% Li2O with a variance of 0.17.
Furthermore, the block values were compared to the composite values located inside the interpolated blocks. This enables a test for possible over- or under-estimation of the grade by the search parameters by testing the correlation between the two values. A correlation of determination of 0.63 (R2) was established between the blocks and the composites (Figure 14-34) which is typical and considered acceptable for this type of deposit by the QP.

Figure 14-34 – Lavra Do Meio Block Values Versus Composites Inside Those Blocks
| 14.4.10 | Mineral Resources Classification |
The Mineral Resources are classified into Measured, Indicated and Inferred categories. The Mineral Resource classification is based on the density of analytical information, the grade variability and spatial continuity of mineralization. The Mineral Resources were classified in two successive stages: automated classification, followed by manual editing of final classification results.
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The first classification stage was conducted by applying an automated classification process which selects around each block a minimum number of composites from a minimum number of holes located within a search ellipsoid of a given size and orientation.
Classification parameters were:
Measured Mineral Resources: the search ellipsoid was 55 m (strike) by 55 m (dip) by 35 m with a minimum of five composites in at least three different drill holes Indicated Mineral Resources: the search ellipsoid was twice the size of the Measured category ellipsoid using the same composites selection criteria Inferred Mineral Resources: all remaining blocks.
Figure 14-35 illustrates the block model classification.

Figure 14-35 – Lavra Do Meio Block Model Classification
| 14.4.11 | Reasonable Prospects of Eventual Economic Extraction |
The conceptual economic parameters were used to assess reasonable prospects of eventual economic extraction. A series of economic parameters were estimated to represent the production cost and economic prospectivity of an open pit mining operation in Brazil. They are detailed in Table 14-19 and came either from SGS Canada or SMSA. These parameters are believed to be sufficient to include all block models in future open pit mine planning mostly due to the relatively low mining costs in Brazil but need to be confirmed.
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Table 14-19 – Lavro do Meio Parameters for Reasonable Prospect for Eventual Economic Extraction
| Parameters | Value | Unit | References | |||||
| Sales Revenues | ||||||||
| Concentrate Price (6% Li2O) | 1000.00 | USD$/Tonne | Sigma. | |||||
| Operating Costs | ||||||||
| Mining Mineralized Material | 2.0 | USD$/t | Sigma | |||||
| Mining Overburden | 1.2 | USD$/t | Sigma | |||||
| Mining Waste | 2.0 | USD$/t | Sigma | |||||
| Crushing and Processing | 12.0 | USD$/t | Sigma | |||||
| General and Administration | 4.0 | USD$/t | Sigma | |||||
| Metallurgy and Royalties | ||||||||
| Concentration Recovery | 85 | % | SGS Canada Inc | |||||
| Royalties | 2 | % | Sigma | |||||
| Geotechnical Parameters | ||||||||
| Pit Slopes | 55 | Degrees | SGS Canada Inc | |||||
| Mineralized Material Density | 2.65 | t/m3 | SGS Canada Inc. | |||||
| Waste Material Density | 2.78 | t/m3 | SGS Canada Inc | |||||
| Overburden | 1.61 | t/m3 | SGS Canada Inc | |||||
| Cut Off grade | 0.5 | %Li2O | SGS Canada Inc | |||||
Note: Concentration recovery (flotation test) are based on preliminary results from SGS Lakefield laboratory and may change at the completion of the test. Overburden density was taken from the average value of saprolitic soil as defined by Tan (2003)
| 14.4.12 | Mineral Resource Estimation |
The Mineral Resource estimate is reported in Table 14-20 using a 0.5% Li2O cut-off. The Mineral Resources are constrained by the topography and based on the conceptual economic parameters detailed in Table 14-19. The estimate has an effective date of January 10, 2019. The QP for the estimate is Mr Marc-Antoine Laporte, P.Geo., an SGS employee.
Table 14-20 – Lavra do Meio Deposit Mineral Resource Estimate
| Cut-off | Average | |||||||||
| Grade Li2O | Tonnage | Grade Li2O | ||||||||
| (%) | Category | (t) | (%) | |||||||
| 0.5 | Measured | 1,626,000 | 1.16 | |||||||
| 0.5 | Indicated | 649,000 | 0.93 | |||||||
| 0.5 | Measured + | 2,275,000 | 1.09 | |||||||
| Indicated | ||||||||||
| 0.5 | Inferred | 261,000 | 0.87 | |||||||
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Notes to accompany mineral resource table:
| 1. | Mineral Resources have an effective date of January 10, 2019 and have been classified using the 2014 CIM Definition Standards. The Qualified Person for the estimate is Mr Marc-Antoine Laporte, P.Geo., an SGS employee. |
| 2. | Mineral Resources are reported assuming open pit mining methods, and the following assumptions: lithium concentrate (6% Li2O) price of US$1,000/t, mining costs of US$2/t for mineralization and waste, US$1.2/t for overburden, crushing and processing costs of US$12/t, general and administrative (G&A) costs of US$4/t, concentrate recovery of 85%, 2% royalty payment, pit slope angles of 55º, and an overall cut-off grade of 0.5% Li2O. |
| 3. | Tonnages and grades have been rounded in accordance with reporting guidelines. Totals may not sum due to rounding. |
| 4. | Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability. |
| 5. | Long-term lithium concentrate price of $1,000/tonne assumes processing cost of US$12/t and metallurgical recovery of 85%. |
Factors that can affect the Mineral Resource estimates include but are not limited to:
Changes to the modelling method or approach
Changes to geotechnical assumptions, in particular, the pit slope angles
Metallurgical recovery assumption that are based on preliminary test results
Changes to any of the social, political, economic, permitting, and environmental assumptions considered when evaluating reasonable prospects for eventual economic extraction.
Mineral Resource estimates can also be affected by the market value of lithium and lithium compounds.
The QP is not aware of any environmental, legal, title, taxation, socioeconomic, marketing, political or other relevant factors that would materially affect the estimation of Mineral Resources that are not discussed in this Report.
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| 15 | MINERAL RESERVE ESTIMATES |
| 15.1 | INTRODUCTION |
The Mineral Reserve estimate for the Xuxa deposit was reported using the 2014 CIM Definition Standards.
Mineral Reserves amenable to open pit mining methods were estimated through an open pit optimization exercise using the Measured and Indicated Mineral Resources in the block model provided by SGS.
Mineral Reserves were reported within detailed engineered pit designs and life-of-mine (LOM) plans based on two pit shells.
The Mineral Reserves inside the engineered pit designs were reported using estimated cut-off grades (COG) and ore type, based on a lithium concentrate (CIF) China price of US$700/t and a R$:US$ exchange rate of 3.7.
Proven and Probable Mineral Reserves with an effective date of 5 June 2019 are estimated to be 13.79 Mt at 1.46% Li2O grade.
There will be four waste rock disposal areas. Waste piles 1, 2 and 3 will be used to dispose of waste from Pit 1, and waste pile 4 will be used for waste disposal for Pit 2. Waste piles 1 and 3 will also be used for co-disposal of waste rock as well as crushed tailings from the process plant.
MCB notes:
The environmental license permit for Pit 1, the processing plant and waste piles 1 and 2 was received by Sigma on June 3, 2019
The environmental impact assessment study and the environmental licensing process for waste piles 3 and 4 and for the mining of Pit 2 has commenced. Work is anticipated to be completed by March 2020, after which the application for the environment license will be filed. The approval process for this second license is expected to take about 12 months.
A high voltage transmission line will need to be moved by 150 m, so as not to interfere with the final Pit 1 design. Sigma already has the legal authority to relocate the power line.
Sigma does not own the surface rights in the Pit 2 area but has applied to the ANM for the right to mine.
To align with the expected timing of the granting of the environmental permits, mining is planned to start with Pit 1 with being dumped at waste piles 1 and 2 during pre-stripping and the first year of operation. Mining of Pit 2 will start 1.5 years after Pit 1. Current open pit life of mine is estimated at nine years and three months.
The envisaged site layout plan is shown in Figure 15-1 including the pits, waste piles, access roads, the mining services infrastructure area and the processing plant area.
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Figure 15-1 – Xuxa Site General Layout
Test work and processing results indicate that the Mineral Reserves are all amenable to processing using DMS technology.
| 15.2 | MINERAL RESERVE STATEMENT |
The Mineral Reserves per are presented in Table 15-1.
Table 15-1 – Mineral Reserve Statement
| Tonnage | Li2O | |||||||
| Pit | (t) | (%) | ||||||
| Pit 1 | ||||||||
| Proven Mineral Reserve | 4,650,000 | 1.36 | ||||||
| Probable Mineral Reserve | 1,060,000 | 1.42 | ||||||
| Pit 2 | ||||||||
| Proven Mineral Reserve | 5,610,000 | 1.56 | ||||||
| Probable Mineral Reserve | 2,406,000 | 1.52 | ||||||
| Total | ||||||||
| Proven Mineral Reserve | 10,270,000 | 1.45 | ||||||
| Probable Mineral Reserve | 3,520,000 | 1.47 | ||||||
| Total Proven and Probable Mineral Reserves | 13,790,000 | 1.46 | ||||||
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Note to accompany Mineral Reserves table:
| 1. | CIM (2014) definitions were followed for Mineral Reserves |
| 2. | Mineral Reserves have an effective date of 5 June 2019. The Qualified Person for the estimate is Porfirio Cabaleiro Rodriguez, FAIG, an employee of GE21. |
| 3. | Mineral Reserves are confined within an optimized pit shell that uses the following parameters: lithium concentrate price: US$700/t concentrate; mining costs: US$2.15/t mined; processing costs: US$10.51/t processed; general and administrative costs: US$3.8 M/a; logistics costs: US$82/t wet concentrate; process recovery of 60.4%; mining dilution of 9%; pit inter-ramp angles that range from 40.5–74.8º. |
| 4. | Tonnages and grades have been rounded in accordance with reporting guidelines. Totals may not sum due to rounding. |
Estimated waste tonnages for Pit 1 and Pit 2 are 65 Mt and 74 Mt respectively.
| 15.3 | MINERAL RESERVE ESTIMATION |
| 15.3.1 | Reserve Block Model |
The mining engineering work related to the pit optimizations and engineered pit designs was carried out using the block models prepared by SGS in January 2019 for the Xuxa deposit. A parent block size of 5 m x 3 m x 6 m (X, Y, Z) was used for the Xuxa deposit.
The models contain blocks coded with the following information:
Lithium (Li2O) grade
Iron grade
Block proportion of ore
Resource category (Measured, Indicated, and Inferred)
Density
LOM final designs have been compiled for the open pits and these were the basis of estimating the Mineral
Reserves for the Xuxa deposit.
| 15.3.2 | Open Pit Optimization |
The open pit optimizations were carried out by means of the Lerchs–Grossmann (L-G) 3D algorithm in NPVS software (version 4.23.242.0). Using mining costs, processing costs, selling costs, lithium recovery values and an overall pit slope, the pit optimizer determines an ultimate pit shell that delineates the volume of material that can be extracted to maximize value.
A series of pit optimizations were produced using a range of lithium selling prices (revenue factors) in order to produce an industry standard pit-by-pit graph. This process was used to evaluate the sensitivity of the pit optimizations to changes in mineral selling prices, as well as to evaluate the effect of the pit size and stripping ratios on the project net present value (NPV). The optimization process produces a series of nested pit shells that prioritize the mining of the most economic material. Less profitable material (lower grade and / or high strip ratio) is, by definition only mined in later pit shells as the input commodity selling price is increased.
From these results, appropriate pit shells for the deposit were selected as a basis for the engineered pit designs and Mineral Reserve estimates. All pit optimizations were run using reasonable and relevant economic, cost, recovery, pit slope assumptions, and on diluted lithium grades. Only resource blocks classified as either Measured or Indicated were allowed to drive the pit optimizer for Mineral Reserve reporting purposes.
| 15.3.3 | Dilution and Extraction |
Total dilution is calculated as the sum of planned and unplanned dilution:
Planned dilution: non-ore material (below cut-off grade) that lies within the designed boundaries (mining lines) as determined by the selectivity of mining method, the continuity of the orebody along strike and along dip and the complexity of the orebody shape Unplanned dilution: additional non-ore material (below cut-off grade) which is derived from rock outside the boundaries (mining lines), incorporated due to blast induced over-break and/or the difficulty to separate ore/waste during mining excavation
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Resources for the Xuxa deposit were estimated including a proportion of dilution in the resource block grades. This internal dilution consists of schist material that is sometimes present internal to the geological wireframe (Figure 15-2).

Figure 15-2 – Internal Dilution
Based on the drill hole spacing the proportion of planned dilution was increased by 1% (as defined by SGS). Unplanned dilution used for Mineral Reserve was 8.3% based on an operational shape for the mining operation.
Due to the plunge of the orebody (ranging from 40-47°), a dilution of 0.5 m on each side of the orebody was included to account for unplanned dilution during operations.
Mining recovery is usually a percentage estimate of in situ ore recovered after mining has taken place. One of the main drivers of the project was to maximize the mining recovery (extraction). Mining recovery were estimated to be 100%.
| 15.3.4 | Cost Parameters for Pit Optimization |
The key pit optimization parameters used to derive the economic pit shells for the deposits are summarized in Table 15-2. The optimizations were based on parameters and cost data projected for the project and based on current quotations for the project.
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Table 15-2 – Pit Optimization Parameters
| Modifying Factor | Value | |
| Lithium concentrate price | US$700/t concentrate | |
| Royalties (CFEM1) | 2% over revenue | |
| Exchange rate | 3.7 BRL/ US$ | |
| Costs | ||
| Mining fixed (loading, blasting, services) | 1.09t/ material | |
| Mining haulage | Figure 15-3 | |
| Processing (including ore treatment and tailings disposal) | US$10.51/t ore | |
| G&A | US$3,809,000/ year | |
| Logistics | US$82/t concentrate wet | |
| Plant recovery | 60.4% | |
| Concentrate grade | 6% | |
| Mining recovery | 100% | |
| Dilution | 9.3% | |
| Weathered rock pit design parameters | ||
| Face angle | 50° | |
| Bench height | 12 m | |
| Berm width | 4 m | |
| Inter ramp angle | 40.5° | |
| Fresh rock pit design parameters | ||
| Face angle | 84° | |
| Bench height | 24 m | |
| Berm width | 4 m | |
| Inter ramp angle | 74.8° | |
| Open pit design parameters | ||
| Face angle | 84° | |
| Bench height | 6 m | |
| Berm width | 4 m | |
| Interramp angle | 52.3° | |
| Ramp width | 25 m |
1 Note: CFEM is the Brazilian government royalty
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Figure 15-3 – Haulage Cost Profile for Waste and Ore Estimated by the Contractor
Mining costs were based on the mining contract rates quoted for this project and on current mine scheduling and transportation profiles submitted to the contractor.
| 15.3.5 | Pit Optimization Mill Recovery |
Test work indicated that a marketable concentrate of spodumene is achievable with a metallurgical recovery of 60.4% based on samples collected on site and test work conducted by SGS Lakefield. The concentrate will have a 6% Li2O grade.
| 15.3.6 | Pit Optimization Results |
A series of pit shells were run using lithium selling prices ranging from 20% to 100% of estimated selling price at an R$ / US$ exchange rate of 3.7 and using the other parameters listed in the sections above. The results of the pit optimization are presented in Figure 15-4.
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Figure 15-4 – Pit Optimization Results
Although there are shells with better results, considering that the main driver of the project was to maximize the ore recovery, the 100% revenue factor (RF) price shell was selected as the base case.
| 15.4 | FACTORS THAT MAY AFFECT THE MINERAL RESERVE ESTIMATES |
The main factors that may impact the Mineral Reserve estimates are as follows:
Metal prices and exchange rate assumptions
Mining, process, and operating costs
Recovery assumptions
The QP is not aware of any environmental, legal, title, taxation, socioeconomic, marketing, political or other relevant factors that would materially affect the estimation of Mineral Reserves that are not discussed in this Report.
A sensitivity analysis was conducted considering the 100% pit shell for each scenario with ranges in selling price, metallurgical recovery and total costs. Total costs include mining costs, processing costs, logistics costs (CIF China) and royalties. Table 15-3 shows the ranges used for this sensitivity analysis. The base case is highlighted.
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Table 15-3 – Sensitivity Parameters
| Item | Unit | -15% | Base Case | +15% | ||||||||||
| Selling price | US$/t | 595 | 700 | 805 | ||||||||||
| concentrate | ||||||||||||||
| Processing recovery | % | 51.3 | % | 60.4 | % | 69.5 | % | |||||||
| Total costs | US$/t | 305 | 359 | 413 | ||||||||||
| concentrate | ||||||||||||||
Table 15-4 sensitivity analysis results (ROM tonnage and project NPV) are based on the 100% revenue factor pit shell.
Table 15-4 – Sensitivity Analysis Results Relative to Base Case
| Variable | Range | -15% | +15% | |||||||
| Selling price | -2.8 | % | 2.3 | % | ||||||
| ROM tonnes | Processing recovery | -2.1 | % | 2.2 | % | |||||
| Total costs | 2.7 | % | -2.1 | % | ||||||
| Selling price | -28.4 | % | 28.8 | % | ||||||
| NPV | Processing recovery | -24.6 | % | 24.9 | % | |||||
| Total costs | 13.8 | % | -9.5 | % | ||||||
Table 15-4 shows that the concentrate selling price has the highest impact on the project economics, followed by the processing recoveries. Although the table shows that variations in the key parameters will have little impact on the ROM tonnage, the NPV is very sensitive to the variations of project assumptions.
| 15.5 | PHASE 2 BARREIRO PROJECT MINERAL RESERVES ESTIMATE |
The existing resources and the amount of current data do not allow for the conversion of the Mineral Resources into Mineral Reserves. As such, GE21, has put forth herein an economic evaluation, in the form of a Preliminary Economic Assessment (PEA), in accordance with the methodology established by the CIM.
A “Preliminary Economic Assessment” means a study, other than a pre-feasibility or feasibility study, which includes economic analysis of the potential viability of Mineral Resources. A PEA level study is of insufficient accuracy to establish Mineral Reserves.
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| 16 | MINING METHODS |
| 16.1 | OPEN PIT MINING XUXA |
The initial nine years and three months LOM is planned for using open pit mining but there may be upside potential in the future to extend the LOM using underground mining methods.
| 16.2 | MINE OPERATION AND LAYOUT XUXA |
The proposed mining operations are based on the use of hydraulic excavators and a haul truck fleet engaged in conventional open pit mining techniques. Details of the pit slope design parameters are provided in Section 16.3.
Excavated material will be loaded to trucks and hauled to either the ROM pad or the waste pile. Ore excavation and haulage will be monitored by quality control personnel employed by the Geology department and details of material movement will be recorded by a radio dispatch system. Weathered material is considered to be free digging with transitional material to be lightly blasted to loosen it for digging. Fresh rock will be typically blasted on 6 m benches for the ore domain and 12 m benches for the waste domain.
In order to reduce dilution and maximize mine recovery, a controlled blasting (pre-splitting) technique will be used for the ore domain to reduce back-break and better control dilution. In badly fractured rock, unloaded guide holes may be drilled between the loaded holes.
The orebody is located in the south side of the pit walls for both pits. The benches follow the ore to maximize mine recovery. A higher dilution rate is expected in the deposit footwall given the project driver of maximizing mining recovery. The north side of the pit will be in waste (schist). The goal is to reduce waste development, thus overall slope angles for this zone are much higher.
| 16.3 | GEOTECHNICAL ASSUMPTIONS XUXA |
| 16.3.1 | Introduction |
The geotechnical study to define the parameters for the North and South pits was based on the works already developed in the region, geological information collected during the geological campaign stages, geotechnical data obtained from samples of 93 drill holes, uniaxial compression tests (UWC) of 8 composites samples and indirect tensile tests of 22 samples, to estimate the resistance parameters per the methodology developed by Bieniawski for the definition of rock mass rating (RMR). Pit slope parameters for both pits are included in Table 15-2.
| 16.3.2 | Geotechnical Considerations |
The geotechnical characterization logging over 65 drill holes (total length: 3,548 m) was used for generating a geotechnical model used for a statistical analysis of the RMR.
Figure 16-1 to Figure 16-3 show the location of the vertical sections of the geotechnical model for RMR statistical analysis. The vertical drill hole sections show the weathering grade model and correlated histogram with resulting RMR values.
Based on information from the drill holes geotechnical characterization, fault zones or deep weathering zones that could locally affect slope stability, were not detected.
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The rock mass is defined as biotite-schist but based on close verification of the drill cores as well as of exposures in outcrops or in already implanted mines in the region, it does not exhibit sufficiently developed schist to define a preferential plane of weakness. In general, it exhibits an incipient schistosity not constituting a significant anisotropy in the rock mass. Zones with more intense schistosity are isolated and usually located in contact with the pegmatite or in areas with more severe shear or disturbance features. These features of the host rock that exhibit a massive aspect with low fracturing level, with low fracture level generally standard F1 / F2 with average spacing greater than 0.30 m, allow the adoption of steep face angles close to 90º and the use of benches with heights greater than 20 m.
To obtain the strength parameters and geotechnical indices for the rock mass in the region of Pits #1 and 2, drill cores samples representative of the different lithotypes were selected.
Table 16-1 presents the relationship between the collected samples and the depth of the holes and provides a geological description of each selected type.
Seven samples were sent for tests, four from the hanging wall and three from the foot wall. The schistosity orientation was identified, even for the samples in which the schist was incipient.
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Table 16-1 – Sample Plan of Geotechnical Tests
| Hanging | Recommended | |||||||||||||||||||||
| Wall | number of | |||||||||||||||||||||
| (HW) | ENSAIO | geotechnical | Lithology | Foliation | ||||||||||||||||||
| Foot Wall | From | To | Interval | ID-Sample | ID Sample Lab | per | tests (rapturas) | (original | (angle to | |||||||||||||
| (FW) | ID-Furo | (m) | (m) | (cm) | (geotechnical) | (geotechnical) | Lithology | in Laboratory | logged) | core axis) | Lithological Description | |||||||||||
| HW | DH-XUX-053 | 62.10 | 62.57 | 47 | GT-0039 | LT_01_CP_05 | 1 | 1 | SCH | 50° | biotite-quartz-schist: medium grey colour, compact, fine grained-matrix, compact, mainly composed of fine-grained quartz and biotite; showing a well-developed schistosity; presence of disseminated sub- to millimetric pyrite-aggregates, stretched sub-parallel with foliation; showing “spotted”-texture, caused by sub- to mm biotite aggregates, stretched sub-parallel with foliation. | |||||||||||
| HW | DH-XUX-053 | 76.83 | 77.31 | 48 | GT-0040 | LT_01_CP_01 | 1 | SCH | 60° | |||||||||||||
| HW | DH-XUX-053 | 97.34 | 98.26 | 92 | GT-0041 | LT_01_CP_04 | 1 | SCH | 50° | |||||||||||||
| HW | DH-XUX-053 | 135.66 | 136.24 | 58 | GT-0042 | LT_01_CP_03 | 1 | SCH | 50° | |||||||||||||
| HW | DH-XUX-053 | 173.91 | 174.82 | 91 | GT-0046 | LT_01_CP_02 | 1 | SCH | 45° | |||||||||||||
| HW | DH-XUX-023 | 133.43 | 134.06 | 63 | GT-0048 | LT_02_CP_01 | 2 | 1 | SCH | without | biotite-quartz-schist: medium- to dark grey colour, extremely compact, very fine to fine-grained matrix, without to poorly developed schistosity, mainly composed of very fine- to fine-grained quartz and biotite; presence of disseminated fine-grained pyrite. | |||||||||||
| HW | DH-XUX-023 | 134.51 | 135.09 | 58 | GT-0049 | LT_02_CP_03 /LT 02 CP 05 |
2 | SCH | without | |||||||||||||
| HW | DH-XUX-023 | 144.27 | 145.16 | 89 | GT-0050 | LT_02_CP_04 | 2 | SCH | 50° | |||||||||||||
| HW | DH-XUX-023 | 151.66 | 152.11 | 45 | GT-0051 | LT_02_CP_02 | 1 | SCH | 55° | |||||||||||||
| HW | DH-XUX-053 | 209.00 | 209.33 | 33 | GT-0043 | LT_03_CP_02 | 3 | 1 | SCH | without | calc-silicate-schist / rock (CS): grey to pale green colour, compact, without foliation, fine to very fine-grained matrix, mainly composed of quartz, calcite and chlorite; showing diffuse layering/banding caused by mineral variation, probably representing a relict original cross-bedding; sometimes presenting sub- to mm amphibole-spotting; showing disseminated sub-millimetric pyrite-aggregates, especially within pale green coloured layers/bands; angel of banding to core-axis ~45° - 50°. | |||||||||||
| HW | DH-XUX-053 | 212.38 | 213.08 | 70 | GT-0044 | LT_03_CP_04 /LT 03 CP 05 |
2 | SCH | without | |||||||||||||
| HW | DH-XUX-053 | 214.00 | 214.76 | 76 | GT-0045 | LT_03_CP_01 | 1 | SCH | without | |||||||||||||
| HW | DH-XUX-053 | 216.61 | 216.86 | 25 | GT-0047 | LT_03_CP_03 | 1 | SCH | without | |||||||||||||
| HW | DH-XUX-065 | 94.65 | 95.13 | 48 | GT-0052 | LT_04_CP_05 | 4 | 1 | SCH | 60° | cordierite-biotite-quartz-schist: medium-grey colour, compact, fine-grained matrix, well developed schistosity; mainly composed of fine-grained quartz and biotite; presence of “spotted”-texture, caused by sub- to mm biotite-aggregates, stretched sub-parallel with foliation; showing mm to cm cordierite porphyroblasts representing mm to cm oval/rounded compact porphyroblasts and fine- to medium-grained porpyroblasts presenting a cauliflower-aspect, caused by fine-grained cordierite-aggregates; presence of disseminated fine-grained pyrite-aggregates, stretched sub-parallel with foliation. | |||||||||||
| HW | DH-XUX-065 | 97.93 | 98.23 | 30 | GT-0053 | LT_04_CP_02 | 1 | SCH | 60° | |||||||||||||
| HW | DH-XUX-065 | 102.09 | 102.55 | 46 | GT-0054 | LT_04_CP_01 | 1 | SCH | 60° | |||||||||||||
| HW | DH-XUX-065 | 103.28 | 103.71 | 43 | GT-0055 | LT_04_CP_03 | 1 | SCH | 70° | |||||||||||||
| HW | DH-XUX-065 | 103.94 | 104.65 | 71 | GT-0056 | LT_04_CP_04 | 1 | SCH | 55° |
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| Hanging | Recommended | |||||||||||||||||||||
| Wall | number of | |||||||||||||||||||||
| (HW) | ENSAIO | geotechnical | Lithology | Foliation | ||||||||||||||||||
| Foot Wall | From | To | Interval | ID-Sample | ID Sample Lab | per | tests (rapturas) | (original | (angle to | |||||||||||||
| (FW) | ID-Furo | (m) | (m) | (cm) | (geotechnical) | (geotechnical) | Lithology | in Laboratory | logged) | core axis) | Lithological Description | |||||||||||
| FW | DH-XUX-067 | 267.27 | 267.74 | 47 | GT-0058 | LT_05_CP_02 /LT_05_CP_04 |
5 | 2 | SCH | without | calc-silicate-schist/rock: greenish to greyish colour, compact, very fine- to fine-grained matrix, mainly composed of quartz, calcite and chlorite; presence of disseminated sub-millimetric pyrite; without foliation (rock); presenting diffuse layering/banding deformation (folding); diffuse layers/bands are caused by mineral variation/distribution, probably representing an original cross-bedding. | |||||||||||
| FW | DH-XUX-067 | 270.74 | 271.16 | 42 | GT-0059 | LT_05_CP_05 | 1 | SCH | without | |||||||||||||
| FW | DH-XUX-067 | 271.16 | 271.54 | 38 | GT-0060 | LT_05_CP_01 | 1 | SCH | without | |||||||||||||
| FW | DH-XUX-067 | 271.74 | 272.20 | 46 | GT-0061 | LT_05_CP_03 | 1 | SCH | without | |||||||||||||
| FW | DH-XUX-073 | 119.25 | 119.75 | 50 | GT-0062 | LT_06_CP_01 | 6 | 1 | SCH | 55° | cordierite-biotite-quartz-schist: medium-grey colour, extremely compact, poorly developed schistosity, fine-grained matrix, mainly composed of quartz and biotite; showing mm to cm oval rounded cordierite-porphyroblast and fine-grained aggregates of cordierite, presenting a cauliflower-structure; presence of accessory minerals like sub-millimetric transparent euhedral garnet crystals; sometimes disseminated fine-grained pyrite can be observed. | |||||||||||
| FW | DH-XUX-074 | 120.03 | 120.36 | 33 | GT-0063 | LT_06_CP_02 | 1 | SCH | 45° | |||||||||||||
| FW | DH-XUX-075 | 120.36 | 120.61 | 25 | GT-0064 | LT_06_CP_03 | 1 | SCH | 45° | |||||||||||||
| FW | DH-XUX-076 | 120.98 | 121.22 | 24 | GT-0065 | LT_06_CP_04 | 1 | SCH | 45° | |||||||||||||
| FW | DH-XUX-077 | 121.86 | 122.18 | 32 | GT-0066 | LT_06_CP_05 | 1 | SCH | 50° | |||||||||||||
| FW | DH-XUX-074 | 210.04 | 210.45 | 41 | GT-0067 | LT_07_CP_01 | 7 | 1 | SCH | 70° | biotite-quartz-schist: medium- to pale grey colour, extremely Compact, poorly developed schistosity; fine-grained matrix, mainly composed of quartz and biotite; often showing frequently alteration of pale grey quartz-rich bands/layers with medium-grey to dark-grey biotite-rich layers/bands; presence of disseminated fine-grained pyrite, stretched sub-parallel with foliation. | |||||||||||
| FW | DH-XUX-074 | 212.48 | 213.00 | 52 | GT-0068 | LT_07_CP_02 | 1 | SCH | 45° | |||||||||||||
| FW | DH-XUX-074 | 252.83 | 253.61 | 78 | GT-0069 | LT_07_CP_03 /LT_07_CP_04 |
2 | SCH | 55° | |||||||||||||
| FW | DH-XUX-073 | 109.29 | 109.73 | 44 | GT-0070 | LT_07_CP_05 | 1 | SCH | 45° |
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Table 16-2 summarizes the results of the uniaxial compressive strength tests (values in red were not used in calculations of the mean).
Table 16-2 – UCS Test Results
| Height | Diameter | Resistance | Young’s Modulus | |||||||||
| Lithology | Code | (mm) | (mm) | (MPa) | (GPa) | Poisson Ratio | ||||||
| 1 | LT_01_CP_01 | 166.65 | 62.70 | 107.14 | 34.26 | 0.433 | ||||||
| LT_01_CP_02 | 166.50 | 62.95 | 84.76 | 34.59 | 0.334 | |||||||
| LT_01_CP_03 | 166.70 | 62.95 | 152.38 | 33.40 | - | |||||||
| LT_01_CP_04 | 166.60 | 62.85 | 87.12 | 29.40 | 0.327 | |||||||
| LT_01_CP_05 | 166.60 | 62.80 | 128.28 | 36.26 | 0.364 | |||||||
| Mean | 111.94 | 33.58 | 0.342 | |||||||||
| 2 | LT_02_CP_01 | 164.35 | 62.70 | 167.64 | 38.78 | 0.344 | ||||||
| LT_02_CP_02 | 164.50 | 62.75 | 221.39 | 58.68 | 0.222 | |||||||
| LT_02_CP_03 | 169.10 | 62.65 | 163.20 | 37.25 | 0.310 | |||||||
| LT_02_CP_04 | 169.45 | 62.75 | 164.18 | 39.04 | 0.412 | |||||||
| LT_02_CP_05 | 165.60 | 62.70 | 184.63 | 39.73 | 0.298 | |||||||
| Mean | 180.21 | 42.69 | 0.294 | |||||||||
| 3 | LT_03_CP_01 | 166.50 | 63.10 | 142.93 | 40.26 | 0.226 | ||||||
| LT_03_CP_02 | 166.55 | 63.00 | 213.31 | 60.81 | 0.282 | |||||||
| LT_03_CP_03 | 166.40 | 63.10 | 158.55 | 50.34 | 0.217 | |||||||
| LT_03_CP_04 | 166.55 | 63.05 | 120.97 | 41.65 | 0.312 | |||||||
| LT_03_CP_05 | 166.60 | 63.10 | 154.49 | 48.24 | 0.291 | |||||||
| Mean | 158.05 | 48.26 | 0.266 | |||||||||
| 4 | LT_04_CP_01 | 167.20 | 63.25 | 63.25 | 31.12 | 0.342 | ||||||
| LT_04_CP_02 | 168.25 | 63.20 | 62.59 | 32.39 | 0.231 | |||||||
| LT_04_CP_03 | 168.30 | 63.25 | 72.70 | 36.63 | 0.217 | |||||||
| LT_04_CP_04 | 168.25 | 63.20 | 76.15 | 38.60 | 0.220 | |||||||
| LT_04_CP_05 | 168.70 | 63.25 | 74.34 | 41.30 | 0.301 | |||||||
| Mean | 69.80 | 36.01 | 0.262 | |||||||||
| 5 | LT_05_CP_01 | 166.30 | 63.05 | 149.79 | 42.69 | 0.330 | ||||||
| LT_05_CP_02 | 164.40 | 63.05 | 293.68 | 54.73 | 0.274 | |||||||
| LT_05_CP_03 | 164.40 | 63.10 | 136.84 | 47.14 | 0.406 | |||||||
| LT_05_CP_04 | 164.30 | 63.05 | 228.59 | 53.31 | 0.241 | |||||||
| LT_05_CP_05 | 164.30 | 63.05 | 129.71 | 42.05 | 0.350 | |||||||
| Mean | 187.72 | 47.98 | 0.299 | |||||||||
| 6 | LT_06_CP_01 | 165.50 | 63.10 | 76.09 | 26.60 | 0.223 | ||||||
| LT_06_CP_02 | 165.45 | 63.15 | 83.73 | 32.35 | 0.491 | |||||||
| LT_06_CP_03 | 165.45 | 63.10 | 59.94 | 23.57 | 0.336 | |||||||
| LT_06_CP_04 | 168.80 | 62.90 | 59.49 | 26.11 | 0.447 | |||||||
| LT_06_CP_05 | 165.45 | 62.85 | 50.07 | 21.57 | 0.354 | |||||||
| Mean | 63.31 | 25.90 | 0.345 | |||||||||
| 7 | LT_07_CP_01 | 168.80 | 63.10 | 159.27 | 55.37 | 0.237 | ||||||
| LT_07_CP_02 | 168.75 | 63.10 | 71.56 | 39.74 | 0.297 | |||||||
| LT_07_CP_03 | 168.65 | 62.35 | 133.89 | 36.09 | 0.368 | |||||||
| LT_07_CP_04 | 168.75 | 62.35 | 141.97 | 36.86 | - | |||||||
| LT_07_CP_05 | 168.75 | 62.85 | 82.14 | 28.17 | 0.479 | |||||||
| Mean | 117.77 | 39.25 | 0.301 | |||||||||
Based on the results from the uniaxial compressive strength tests and the elastic modulus, it can be stated that the expected behaviour of the rock mass is well characterized. The gathered information and performed tests are more than sufficient for the characterization and geomechanical classification of the rock mass in the area of implantation of Pit #1 and Pit #2.
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Twenty indirect tensile tests were performed using the Brazilian Method to determine the tensile strength or cohesion values of Pit #1 and Pit #2. The results from the two series of 10 ruptures resulted in average yield strengths of 11.3 MPa for Series 1 and 14.9 MPa for Series 2. All failure modes were valid, and the saturation condition was dry. The results show a variation that can be considered as adequate for the performed tests and representative for the tensile strength values of the rock mass for Pit #1 and Pit #2.
From the data and information obtained from the samples’ description and laboratory assays, a geomechanical classification (RMR (Bieniawski) and Q (Barton)) was obtained for the rock massif using Geo & Soft’s CLASROCK 32 software. The resulting Q index (Barton) was 183.33 (extremely good), the RMW (Bieniawski) was 79 (Good 80-61) with a Geological Strength Index (GSI) of 79. The resulting geomechanical classification for the area is Bieniawski Class II rock mass with a Q-Value of 183.33. The geotechnical index was obtained using the Rocscience ROCdata software for the expected behaviour simulation and shown in Figure 16-4.

Figure 16-4 – RocData Software Results
Simulations of expected behavior for the North and South slopes for the evaluation of slope stability using Rocscience PHASE 2 software were performed using stress x strain analysis, the most appropriate methodology for the expected conditions. Since the weathered portion is restricted to the first two banks of the pits with predominant exposure of healthy rock, no circular type instability processes are expected justifying the adoption of this methodology to verify the expected behavior of the rock mass.
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Geotechnical sections were used for the simulations, as shown in Figure 16-5 and Figure 16-6, and the results obtained for the two sections that present the most severe conditions expected for each of the pits are presented in sequence.

Figure 16-5 – Pit 1: Section Locations

Figure 16-6 – Pit 2: Section Locations
In summary, based on the characterization and geomechanical classification work, the following resistance parameters and geotechnical indices were defined for stability analyses:
Class: 2 (Bieniawski system)
RMR: 79
RMS: 106 MPa (rock mass strength)
MRMR: 63 (mining RMR - Laubscher)
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DRMS: 92.7 MPa (design rock mass strength - Laubscher)
Parameters used in mathematical modelling simulations included:
Internal friction angle: weathered rock mass 30°
Internal friction angle: fresh rock mass 52°
Modulus of elasticity: weathered rock mass 1 GPa
Modulus of elasticity: fresh rock mass 53 GPa
Cohesion: weathered rock mass 0.5 Mpa
Cohesion: fresh rock mass 8.85 Mpa
Tensile strength: weathered rock mass 0.5 MPa
Tensile strength: fresh rock mass 3.70 MPa
Safety factors for a critical section of each pit were included in Figure 16-7 and Figure 16-8.
Figure 16-7 – Safety Factors - Section 3 Pit 1
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Figure 16-8 – Safety Factors - Section 3 Pit 2
Values obtained from the simulations indicate adequate stability conditions for both pits for the proposed geometry.
During the operation phase, a geotechnical monitoring system will be implanted to continually collect and analyse data and, if necessary, issue alerts of abnormal movements in the pit walls.
| 16.4 | ENGINEERED PIT DESIGNS XUXA |
The engineered pit designs were completed using the pit optimization shells as a guide in order to maximize the value and lithium recovered inside the ultimate pits. The resulting pit designs include practical geometry that is required in an operational mine, such as the haul road to access all the benches, recommended pit slopes with geotechnical berms, proper benching configuration, and smoothed pit walls. The last benches of both pits have a half-ramp design to reduce the amount of stripping necessary to mine the ore from those benches. The resulting engineered pit designs were used to estimate the Mineral Reserves as stated in Table 15-1.
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Figure 16‐9 – Final Pit Designs ‐ 3D View
Figure 16‐10 – Final Pit Designs ‐ Section View (A‐A’)
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Figure 16-11 – Final Pit Designs - Section View (B-B’)
| 16.5 | MINE SCHEDULING XUXA |
Four pushbacks were designed for each pit for mine scheduling, using the following criteria:
Six months of pre-stripping with a maximum of 6 Mt of waste
Mining starts at Pit 1 as this is closer to the processing plant and is also included in the current environmental license process
Waste piles 1 and 2 are used in the first five quarters of the operation
Waste pile 1 will be used for co-disposal of waste and tailings
Waste pile 2 will mainly be used for soil disposal
Waste pile 3 will be available from Quarter 6 onwards
Pit 2 and waste pile 4 start operation from Year 3 onwards
Mine both pits in conjunction from Year 3 to Year 6 to reduce the drop-down rate and to facilitate the 1.68
Mtpa ore goal
Process plant ramp up (in Year 1, month 7): 25% month 7, 60% month 8 and 100% for month 9 onwards
125 kt of ROM per month/375 kt of ROM per quarter/1.5 Mtpa of ROM per year
Maximum 5 Mt of waste per quarter / 20 Mt of waste per year.
Table 16-3 shows the mine scheduling considering the operational design.
Table 16-3 – Operational Mine Scheduling
| ROM | Li2O | Fe | Waste | Plant | Li2O | Fe | ||||||||||||||||||||||||
| Period | (kt) | (%) | (%) | (kt) | (kt) | (%) | (%) | |||||||||||||||||||||||
| M1 | 6.8 | 1.17 | 0.78 | 985.8 | ||||||||||||||||||||||||||
| M2 | 6.4 | 1.21 | 0.80 | 987.1 | ||||||||||||||||||||||||||
| M3 | 6.8 | 1.27 | 0.81 | 928.9 | ||||||||||||||||||||||||||
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| ROM | Li2O | Fe | Waste | Plant | Li2O | Fe | ||||||||||||||||||||||||
| Period | (kt) | (%) | (%) | (kt) | (kt) | (%) | (%) | |||||||||||||||||||||||
| M4 | 16.7 | 1.21 | 0.71 | 1,087.5 | ||||||||||||||||||||||||||
| M5 | 17.0 | 1.30 | 0.52 | 1,049.0 | ||||||||||||||||||||||||||
| M6 | 15.0 | 1.35 | 0.52 | 946.2 | ||||||||||||||||||||||||||
| Y1 | M7 | 89.5 | 1.32 | 0.67 | 1,255.1 | 31.3 | 1.26 | 0.65 | ||||||||||||||||||||||
| M8 | 94.1 | 1.35 | 0.64 | 1,266.9 | 75.0 | 1.30 | 0.66 | |||||||||||||||||||||||
| M9 | 93.5 | 1.23 | 0.74 | 1,665.1 | 125.0 | 1.34 | 0.65 | |||||||||||||||||||||||
| M10 | 126.6 | 1.50 | 0.62 | 1,147.7 | 125.0 | 1.27 | 0.72 | |||||||||||||||||||||||
| M11 | 127.6 | 1.40 | 0.69 | 1,241.9 | 125.0 | 1.49 | 0.62 | |||||||||||||||||||||||
| M12 | 120.7 | 1.25 | 0.74 | 1,197.0 | 125.0 | 1.39 | 0.69 | |||||||||||||||||||||||
| M1 | 124.2 | 1.54 | 0.69 | 1,519.7 | 125.0 | 1.27 | 0.74 | |||||||||||||||||||||||
| M2 | 126.0 | 1.37 | 0.74 | 1,546.1 | 125.0 | 1.53 | 0.70 | |||||||||||||||||||||||
| M3 | 128.1 | 1.36 | 0.74 | 1,599.4 | 125.0 | 1.37 | 0.74 | |||||||||||||||||||||||
| M4 | 126.9 | 1.39 | 0.74 | 1,562.6 | 125.0 | 1.36 | 0.74 | |||||||||||||||||||||||
| M5 | 125.5 | 1.43 | 0.75 | 1,594.1 | 125.0 | 1.39 | 0.74 | |||||||||||||||||||||||
| Y2 | M6 | 124.0 | 1.35 | 0.82 | 1,572.6 | 125.0 | 1.43 | 0.75 | ||||||||||||||||||||||
| M7 | 125.0 | 1.29 | 0.85 | 1,529.0 | 125.0 | 1.34 | 0.82 | |||||||||||||||||||||||
| M8 | 125.4 | 1.30 | 0.80 | 1,575.3 | 125.0 | 1.29 | 0.85 | |||||||||||||||||||||||
| M9 | 125.0 | 1.41 | 0.81 | 1,506.8 | 125.0 | 1.30 | 0.80 | |||||||||||||||||||||||
| M10 | 126.4 | 1.33 | 0.85 | 1,574.1 | 125.0 | 1.41 | 0.81 | |||||||||||||||||||||||
| M11 | 126.4 | 1.28 | 0.88 | 1,581.4 | 125.0 | 1.33 | 0.85 | |||||||||||||||||||||||
| M12 | 135.7 | 1.31 | 0.89 | 1,343.3 | 125.0 | 1.28 | 0.88 | |||||||||||||||||||||||
| Q1 | 377.0 | 1.37 | 0.88 | 4,498.5 | 375.0 | 1.35 | 0.88 | |||||||||||||||||||||||
| Q2 | 368.1 | 1.41 | 0.88 | 4,833.7 | 375.0 | 1.40 | 0.88 | |||||||||||||||||||||||
| Y3 | Q3 | 369.6 | 1.44 | 0.89 | 4,683.2 | 375.0 | 1.43 | 0.88 | ||||||||||||||||||||||
| Q4 | 355.3 | 1.38 | 0.96 | 4,797.0 | 375.0 | 1.40 | 0.93 | |||||||||||||||||||||||
| Y4 | 1,452.8 | 1.39 | 0.77 | 16,979.9 | 1,500.0 | 1.39 | 0.78 | |||||||||||||||||||||||
| Y5 | 1,578.2 | 1.38 | 1.02 | 18,024.3 | 1,500.0 | 1.38 | 1.01 | |||||||||||||||||||||||
| Y6 | 1,462.8 | 1.42 | 1.02 | 19,084.5 | 1,500.0 | 1.42 | 1.02 | |||||||||||||||||||||||
| Y7 | 1,522.3 | 1.53 | 1.02 | 17,899.4 | 1,500.0 | 1.52 | 1.02 | |||||||||||||||||||||||
| Y8 | 1,471.8 | 1.60 | 1.06 | 10,065.5 | 1,500.0 | 1.60 | 1.06 | |||||||||||||||||||||||
| Y9 | 1,530.1 | 1.58 | 1.08 | 4,254.5 | 1,500.0 | 1.58 | 1.08 | |||||||||||||||||||||||
| Y10 | 1,056.4 | 1.55 | 1.10 | 1,002.5 | 1,177.4 | 1.55 | 1.10 | |||||||||||||||||||||||
| TOTAL | 13,783.7 | 1.46 | 0.96 | 138,385.6 | 13,783.7 | 1.46 | 0.96 | |||||||||||||||||||||||
| 16.6 | MINING FLEET XUXA |
The open pit mining activities were assumed to be primarily undertaken by a contractor-operated fleet.
The proposed plant processing rate allowed a total ore material movement of under 2 Mtpa, which is suitable for small equipment such as on-highway trucks. This is a cost-effective option since most of this equipment is assembled in Brazil, therefore its capital cost is reduced due to the exemption from import taxes. Operating costs can also be reduced because spare parts for the equipment can be easily bought, and operational and maintenance services can be readily provided.
Small excavator and loading equipment are also suitable for ore selectivity, whilst maintaining productivity in 6-m operational benches.
Off-highway trucks were considered for the waste rock given a production of around 18 Mtpa.
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For waste rock, an excavator of 15 m3 (Hitachi 2500 or similar) was selected to load 150-t class trucks (CAT 785 or similar). For ore, a 4.6 m3 excavator (CAT 374 or similar) was selected to work with a 40-t truck (Actros 8x4 or similar). The same support equipment class was defined for both.
The proposed mining fleet, and peak fleet numbers, is summarized in Table 16-4.
Table 16-4 – Major Open Pit Equipment Requirements
| Description | Equipment Type | Class | Number of Units | |||||||
| Loading | Hydraulic excavator | CAT 374 | 2 | |||||||
| Hydraulic excavator | Hitachi 2500 | 2 | ||||||||
| Wheel loader | 980 | 1 | ||||||||
| Hauling | Highway truck | 40-tonnes | 6 | |||||||
| Off-highway truck | 150-tonnes | 11 | ||||||||
| Drilling | Drill | Rotary drill | 4 | |||||||
| Blasting | Explosive truck | Anfo load truck | 1 | |||||||
| Support | Motor grader | 16 ft. Class | 2 | |||||||
| Track dozer | D9-class | 3 | ||||||||
| Water truck | 25,000-L class | 3 | ||||||||
| Small excavator | CAT 336 | 2 | ||||||||
| Fuel and lubricant truck | Fuel and lube truck | 1 | ||||||||
| Flatbed truck | Flatbed truck with crane | 1 | ||||||||
| RC drill | 1 | |||||||||
| Light vehicle | L200 | 8 | ||||||||
| Light tower | Light + genset | 7 | ||||||||
| Pumps + generator set | 1 | |||||||||
16.6.1 Drill and Blasting
One blast will be required per day. The drill and blast requirements will include:
Ore
Bench height: 6 m
Burden and spacing: 3.0 m x 3.3 m
Hole diameter: 4 inches
Powder factor: 0.297 kg/t
Waste
Bench height: 12 m
Burden and spacing: 5.0 m x 6.0 m
Hole diameter: 6 inches
Powder factor: 0.244 kg/t
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The anticipated drilled metres, number of rock drills and total ANFO/emulsion requirements are provided in Table 16-5 .
Table 16-5 – Drill and Blasting Data
| Total number of drilled metres | Number of drills required | Total ANFO/Emulsion required | |||||||||||
| Year | (km) | (unit) | (kg) | ||||||||||
| Y1/Q1 | 43.42 | 2 | 662,418 | ||||||||||
| Y1/Q2 | 44.67 | 2 | 671,819 | ||||||||||
| Y1/Q3 | 66.33 | 3 | 932,413 | ||||||||||
| Y1/Q4 | 64.65 | 3 | 876,507 | ||||||||||
| Y02 | 316.28 | 4 | 4,394,670 | ||||||||||
| Y03 | 308.05 | 4 | 4,267,810 | ||||||||||
| Y04 | 307.46 | 4 | 4,258,805 | ||||||||||
| Y05 | 308.05 | 4 | 4,267,810 | ||||||||||
| Y06 | 307.90 | 4 | 4,265,622 | ||||||||||
| Y07 | 308.03 | 4 | 4,267,504 | ||||||||||
| Y08 | 199.74 | 3 | 2,599,149 | ||||||||||
| Y09 | 81.62 | 1 | 1,114,090 | ||||||||||
| Y10 | 13.22 | 1 | 203,678 | ||||||||||
| 16.7 | PIT DEWATERING XUXA |
In the pits, drainage will be directed through the benches to the bottom bench. The design assumes a sump pumping to an elevation that is a maximum of 250 m above the pit base. When necessary, it may discharge the water into the waste pile ponds that will be located near each pit. The pit sump system will have to be re-established for each sinking cut. Water from the pits will be used for haul road dust suppression.
Groundwater is not expected inside the pit limits, however, a monitoring programme will be implemented as stated in section 18.4.1.3. If there is any groundwater, it will not be possible to separate the surface runoff in the base of the pit from groundwater. Any water that cannot be diverted would have to be pumped from the sump at the base of the pit, or from diversion sumps on haul ramps.
Each waste pile will have its own sedimentation pond that will collect runoff from the waste piles and, eventually, pumped water from the pits. The ramps and benches will be constructed in order to facilitate the drainage to this pond. Cleaning of this pond will occur during the dry season and whenever possible this cumulated water will also be used for dust suppression.
| 16.8 | MINE PERSONNEL |
The mine personnel will work three shifts with four crews to provide 24/7 coverage. The effective hours worked for the production are approximately 21.7 hours per day.
The production and maintenance will be carried out by contractors. Total personnel for the mine is presented in Table 16-6 for the peak and correspond to 273 people.
Table 16-6 – Manpower Peak Numbers
| Company | Area | Position | Peak Number | ||||||
| Sigma | Technical Services | Chief Mining and Production Engineer | 1 | ||||||
| Sigma | Technical Services | Mining Supervisor | 2 | ||||||
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| Company | Area | Position | Peak Number | ||||||
| Sigma | Technical Services | Chief Geologist | 1 | ||||||
| Sigma | Technical Services | Geology Supervisor | 1 | ||||||
| Sigma | Technical Services | Field Geologist | 2 | ||||||
| Sigma | Technical Services | Surveyor | 2 | ||||||
| Sigma | Technical Services | Geology Assistant | 2 | ||||||
| Contractor | Operation | Drivers | 102 | ||||||
| Contractor | Operation | Operators | 44 | ||||||
| Contractor | Administrative | Contract Manager | 1 | ||||||
| Contractor | Administrative | Administrative Clerk | 1 | ||||||
| Contractor | Administrative | Supply Analyst | 2 | ||||||
| Contractor | Administrative | Buyer | 1 | ||||||
| Contractor | Administrative | Driver | 9 | ||||||
| Contractor | Administrative | Industrial Electrician | 4 | ||||||
| Contractor | Administrative | Pump Mechanic | 4 | ||||||
| Contractor | Administrative | Watchman | 4 | ||||||
| Contractor | Administrative | Operator (support equipment) | 4 | ||||||
| Contractor | Production | Production Engineer | 1 | ||||||
| Contractor | Production | Production Clerk | 4 | ||||||
| Contractor | Production | Production Controller | 1 | ||||||
| Contractor | Production | Topographer | 1 | ||||||
| Contractor | Production | Topography Assistant | 2 | ||||||
| Contractor | Production | Drill and Blast Clerk | 2 | ||||||
| Contractor | Maintenance | Maintenance Clerk | 1 | ||||||
| Contractor | Maintenance | Maintenance Controller | 1 | ||||||
| Contractor | Maintenance | Mechanic Specialist | 6 | ||||||
| Contractor | Maintenance | Mechanic | 12 | ||||||
| Contractor | Maintenance | Maintenance Assistant | 12 | ||||||
| Contractor | Maintenance | Electrician | 5 | ||||||
| Contractor | Maintenance | Lubrification Operator | 8 | ||||||
| Contractor | Maintenance | Lubrication Assistant | 8 | ||||||
| Contractor | Maintenance | Tire repairer | 6 | ||||||
| Contractor | Maintenance | Welder | 2 | ||||||
| Contractor | Maintenance | Washer | 2 | ||||||
| Contractor | HSEQ | Occupational Physician | 1 | ||||||
| Contractor | HSEQ | Occupational Health and Safety Engineer | 1 | ||||||
| Contractor | HSEQ | Occupational Health and Safety Technician | 3 | ||||||
| Contractor | Exploration | Operator | 6 | ||||||
| Contractor | Exploration | Drilling Technician | 1 | ||||||
| TOTAL | 273 | ||||||||
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| 16.9 | PHASE 2 BARREIRO PROJECT MINING METHODS |
GE21, based on the Mineral Resource, prepared a Preliminary Economic Assessment (“PEA”) for the Barreiro deposit.
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
It is noted that the Company has not yet made a production decision in respect of the Barreiro deposit. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Barreiro deposit. All statements regarding mine development or production in respect of the Barreiro deposit in this report are expressly qualified by this statement.
The Barreiro deposit will be mined by open pit technique utilizing a contract mining fleet of hydraulic excavators, front-end loaders and 100 tonne haul trucks for waste and 40 tonne haul trucks for the Run of Mine (ROM), associated with correspondent ancillary equipment.
The PEA for the Barreiro deposit is based on the resource block model provided by SGS.
| 16.10 | PIT OPTIMIZATION BARREIRO |
The determination of optimal pit shells was based on:
| • | The definition of the economic and geometric parameters, cut-off grade, legal and proprietary restrictions; |
| • | A calculation of the interlocking of optimal pits using Micromine 2020 software; |
| • | The selection of the minimum optimal shell pit with sufficient mineral resources to support a production rate of 1.68 Mtpa during the LOM. |
The technical and economic parameters listed in Table 16-7 were used for the generation of the optimal pit, which consists of the pit that maximizes the economic value of the enterprise and was obtained through the application of the Lerchs-Grossmann algorithm.
The classical methodology for selecting the optimal mathematical pit consists of the generation of a set of mathematical pit shells generated through the application of the Revenue Adjustment Factor (RAF). This factor is applied to various selling price(s) of the commercial product(s), resulting in the generation of a mathematical pit for each applied factor. The results of this set of mathematical pits are analyzed in order to define the ultimate mathematical pit for the Project.
A summary of the technical and economic conditions and parameters used in the Project is presented Table 16-7, Figure 16-12 and
Table 16-8 presents the two geotechnical sectors considered in this study.
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Table 16-7 – Technical and economic parameters used in the final pit optimization
| Item | Unit | Value | |||||||||||
| Financial Parameters | Sales Price | US$/t conc | 773.0 | ||||||||||
| Discount rate | % | 10.0 | |||||||||||
| Plant Feed | M t/a | 1.68 | |||||||||||
| ROM | Density | g/cm³ | model | ||||||||||
| Grades | % Li2O | model | |||||||||||
| Mining | Mining Recovery | % | 95.0 | ||||||||||
| Dilution | 3.0 | ||||||||||||
| Block dimensions | Unit | Value | |||||||||||
| Revenue | Block Model | X | 5.0 | ||||||||||
| Y | m | 5.0 | |||||||||||
| Z | 5.0 | ||||||||||||
| Overburden Sector 1 | 34.8 | ||||||||||||
| Overall Slope Angle | Overburden Sector 2 | º | 37.6 | ||||||||||
| Fresh Rock Sector 1 | 54.8 | ||||||||||||
| Fresh Rock Sector 2 | 52.5 | ||||||||||||
| DMS Metallurgical Recovery | % | 66 | |||||||||||
| Processing | Mass Recovery | % | Calculated for each block | ||||||||||
| Concentrate Grade | % | 6.0 | |||||||||||
| Cut-off Grade | % | 0.5 | |||||||||||
Costs | Mining | US$/t | 2.19 | ||||||||||
| Processing | US$/t | 1070 | |||||||||||
| G&A | US$/t | 4.00 | |||||||||||
| Royalties | US$/t | 14.66 | |||||||||||
| Sales | US$/t | 14.66 | |||||||||||
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Figure 16-12 – Pit 1: Geotechnical Sectors
Note: The pits were optimized using preliminary parameters. Costs were updated during the study and prices were updated. The financial analysis used the revised parameters.
Table 16-8 – Geotechnical Sectors
| Final Pit Operational Parameters | ||||||
| Overall Slope Angle Parameters | Value | Unit | ||||
| Overburden | Sector 1 | 50.0 | degrees | |||
| Sector 2 | 55.0 | degrees | ||||
| Fresh Rock | Sector 1 | 84.0 | degrees | |||
| Sector 2 | 75.0 | degrees | ||||
The optimization of the final pit was carried out with the Micromine 2020 geological modeling and mine planning software, which uses the Lerchs-Grossmann algorithm for the generation of mathematical pits.
For the generation of the mathematical pits, a revenue adjustment factor (RAF) was used to vary the sale price of the final product, so that each value generated a different mathematical pit. This factor ranged from 0.20 to 0.40, with an increase of 0.02, and from 0.4 to 1.2, with an increase of 0.20.
The mineralized blocks of the model were assigned using a factor field, for better adherence of the blocks to the solid of the mineralized body. Thus, this factor field was used in the final pit optimization process. Of the possible blocks to be considered as ROM (cut-off grade above 0.5% Li2O), 3,455 blocks had an empty factor field. These blocks were considered as waste.
As the bench height is 10 m, and the block size in the Z or vertical axis is 5 m, a multiplier factor of blocks of 2 in the Z-axis was used in the optimization process. This means that the optimization will consider the removal of two blocks in the Z-axis direction, to avoid creating 5-metre benches in the final mathematical pit.
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In addition, the dimensions of the mathematical pit were bigger than the dimensions of the block model. This material outside the model was coded as “Outside the Model”, and a density of 2.76 g/cm³ (fresh rock density) was assigned to them.
For this phase of the study, all mineralized material was considered in the optimization process, including that classified as inferred. A total of 1.9Mt of Inferred resources at a grade of 1.443% Li2O was included in the selected pit optimization. The results are shown in Figure 16-13 and Table 16-9:

Figure 16-13 – Pit 1: Results of the set of generated mathematical pits
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Table 16-9 – Results of the final pit optimization
| Tonnes (Mt) | Percentage | Years | Million Dollars | |||||||||||||||||||||
| RAF | ROM | Waste Overburden | Waste
Fresh Rock | Waste
Low Grade | Waste Percent | Waste
Outside the Model | Waste Total | Product | Stripping Ratio | Diluted Li2O(%) | LOM | NPV CL4 | ||||||||||||
| 0.26 | 2.80 | 0.38 | 8.33 | 0.04 | 0.62 | 0.00 | 9.37 | 0.42 | 3.35 | 1.545 | 1.67 | 215.47 | ||||||||||||
| 0.28 | 3.65 | 0.44 | 11.05 | 0.06 | 0.76 | 0.01 | 12.31 | 0.53 | 3.37 | 1.514 | 2.17 | 264.74 | ||||||||||||
| 0.30 | 4.71 | 0.57 | 15.84 | 0.09 | 0.95 | 0.01 | 17.46 | 0.68 | 3.71 | 1.502 | 2.80 | 324.55 | ||||||||||||
| 0.32 | 6.01 | 0.75 | 20.95 | 0.27 | 1.39 | 0.01 | 23.38 | 0.84 | 3.89 | 1.458 | 3.58 | 384.63 | ||||||||||||
| 0.34 | 6.61 | 0.81 | 23.90 | 0.29 | 1.50 | 0.01 | 26.51 | 0.92 | 4.01 | 1.444 | 3.93 | 409.40 | ||||||||||||
| 0.36 | 7.64 | 1.00 | 28.47 | 0.34 | 1.82 | 0.02 | 31.65 | 1.04 | 4.14 | 1.412 | 4.55 | 446.19 | ||||||||||||
| 0.38 | 8.62 | 1.14 | 35.17 | 0.34 | 1.99 | 0.02 | 38.67 | 1.16 | 4.49 | 1.399 | 5.13 | 479.56 | ||||||||||||
| 0.40 | 9.21 | 1.21 | 38.53 | 0.37 | 2.08 | 0.02 | 42.22 | 1.23 | 4.58 | 1.382 | 5.48 | 495.41 | ||||||||||||
| 0.42 | 11.59 | 1.51 | 61.06 | 0.40 | 2.68 | 0.02 | 65.67 | 1.55 | 5.66 | 1.385 | 6.90 | 568.68 | ||||||||||||
| 0.44 | 12.04 | 1.56 | 64.48 | 0.41 | 2.73 | 0.02 | 69.20 | 1.60 | 5.75 | 1.376 | 7.17 | 577.43 | ||||||||||||
| 0.46 | 12.66 | 1.63 | 69.70 | 0.45 | 2.93 | 0.02 | 74.73 | 1.67 | 5.90 | 1.368 | 7.53 | 590.59 | ||||||||||||
| 0.48 | 13.16 | 1.71 | 75.55 | 0.46 | 3.09 | 0.02 | 80.83 | 1.73 | 6.14 | 1.367 | 7.83 | 602.08 | ||||||||||||
| 0.50 | 13.49 | 1.74 | 80.02 | 0.47 | 3.20 | 0.02 | 85.46 | 1.78 | 6.34 | 1.368 | 8.03 | 609.62 | ||||||||||||
| 0.52 | 13.66 | 1.75 | 82.04 | 0.48 | 3.28 | 0.02 | 87.57 | 1.80 | 6.41 | 1.366 | 8.13 | 612.35 | ||||||||||||
| 0.54 | 20.08 | 2.18 | 179.65 | 0.66 | 4.58 | 5.89 | 192.97 | 2.70 | 9.61 | 1.396 | 11.96 | 716.42 | ||||||||||||
| 0.56 | 20.48 | 2.20 | 184.96 | 0.69 | 4.72 | 6.46 | 199.02 | 2.75 | 9.72 | 1.394 | 12.19 | 719.39 | ||||||||||||
| 0.58 | 20.59 | 2.21 | 186.56 | 0.70 | 4.76 | 6.46 | 200.69 | 2.76 | 9.75 | 1.394 | 12.25 | 720.08 | ||||||||||||
| 0.60 | 20.69 | 2.21 | 188.02 | 0.71 | 4.82 | 6.54 | 202.30 | 2.78 | 9.78 | 1.393 | 12.31 | 720.71 | ||||||||||||
| 0.70 | 21.10 | 2.22 | 195.16 | 0.75 | 5.04 | 7.79 | 210.96 | 2.83 | 10.00 | 1.393 | 12.56 | 723.57 | ||||||||||||
| 0.80 | 21.28 | 2.25 | 198.42 | 0.79 | 5.15 | 8.40 | 215.01 | 2.85 | 10.10 | 1.393 | 12.67 | 724.26 | ||||||||||||
| 0.90 | 21.41 | 2.25 | 201.64 | 0.81 | 5.23 | 9.38 | 219.31 | 2.87 | 10.24 | 1.393 | 12.74 | 724.53 | ||||||||||||
| 1.00 | 21.52 | 2.26 | 204.30 | 0.84 | 5.31 | 10.05 | 222.76 | 2.89 | 10.35 | 1.393 | 12.81 | 724.72 | ||||||||||||
| 1.10 | 21.57 | 2.26 | 205.71 | 0.85 | 5.36 | 10.47 | 224.65 | 2.89 | 10.42 | 1.393 | 12.84 | 724.64 | ||||||||||||
| 1.20 | 21.59 | 2.26 | 206.59 | 0.86 | 5.39 | 10.65 | 225.76 | 2.90 | 10.45 | 1.392 | 12.85 | 724.53 | ||||||||||||
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The waste was classified into:
| · | Overburden; |
| · | Fresh rock; |
| · | Low grade – Material with a grade below 0.5% Li2O; |
| · | Percent – Blocks initially assigned as ROM, but with a block factor smaller than 1 (part of the blocks that were not inside the mineralized body); |
| · | Outside the Model – blocks generated outside the block model box, to cover the entire length of the pit. |
The Constant Lag methodology was used to calculate the NPV for the mathematical pits. With this methodology it is assumed that the mathematical pits will be drawn in the sequence in which they were generated but will respect a maximum number of benches that can be mined in the same pit. For example, for a value of 4, after 4 benches are drawn from the same pit, the system will automatically advance to the next one, so that the difference between the benches drawn between two consecutive pits will never be greater than 4. One scenario was generated using this methodology, with a maximum value of 4 benches (NPV CL 4).
The application of different methods of calculating the NPV for the pits allows for a better evaluation when defining the optimum pit for the Project. It should be noted that the calculated NPV does not consider capital costs, or any other costs not listed in Figure 16-13 and Table 16-9, and therefore cannot be considered the NPV for the enterprise. It is to be used solely as an aid in the selection of the optimal pit of the Project.
The results show an approximate stabilization of the NPV for the pits from the 1.00 RAF. The efforts to maximize both the NPV for the Project and the use of the Resource while minimizing the stripping ratio in the pit led to the selection of the pit illustrated in Figure 16-14, as the optimal pit for the Project.
Figure 16-14 – Pit 1: Selected Mathematical Pit - RAF 1.00
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| 16.11 | PIT DESIGN BARREIRO |
The Open Pit Mine Design, consists of projecting, based on a selected optimal pit, an operational pit that allows for the safe and efficient development of mining operations. GE21 used operational parameters recommended by Itaaçu.
Itaaçu, a specialized geotechnical consulting firm, has experience in the stability of slopes in open pit mining, evaluation and projects of tailings dams, working for companies in Brazil and South America.
The methodology consists of establishing an outline of the toes and crests of the benches, safety berms, work sites and mining site access ramps while adhering to the geometric and geotechnical parameters that were defined by Itaaçu. The assumptions that were adopted for the operationalization of the final pit shells were:
| · | Minimize the mass loss of ROM; |
| · | Define the access routes to attain shorter average transport distances. |
Table 16-10 presents the geometric parameters that were adopted to develop the mine design. Figure 16-15 presents the Final Pit Design.
Table 16-10 – Parameters for the Operational Mine Design
| Final Pit Operational Parameters | ||||||
| Parameters | Value | Unit | ||||
| Bench height | 10.0 | metres | ||||
| Overburden | Overall Slope Angle - Sector 1 | 50.0 | degrees | |||
| Minimum Berm Width - Sector 1 | 6.0 | metres | ||||
| Overall Slope Angle - Sector 2 | 55.0 | degrees | ||||
| Minimum Berm Width - Sector 2 | 6.0 | metres | ||||
| Fresh Rock | Overall Slope Angle - Sector 1 | 84.0 | degrees | |||
| Minimum Berm Width - Sector 1 | 6.0 | metres | ||||
| Overall Slope Angle - Sector 2 | 75.0 | degrees | ||||
| Minimum Berm Width - Sector 2 | 5.0 | metres | ||||
| Regular access road width | 24.0 | metres | ||||
| Minimum access road width | 10.0 | metres | ||||
| Minimum curve radius | 20.0 | metres | ||||
| Access road grade | 10.0 | % | ||||
The use of a mixed fleet is planned, with road trucks for mining the ROM and off-road trucks for mining waste. Thus, the width of the access road to the final pit was maintained at 24 m (off-road truck), apart from the lower pit benches, which are basically composed of ROM. In this region, a width of 10 m was used for the access road.
Table 16-11 and Figure 16-15 show the result for the final operational pit that resulted from the mine design activities:
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Table 16-11 – Results - Final Operational Pit
| Results Final Pit | ||||||||||||||||||||||||||||||||||||||||||||
| Tonnes (Mt) | Li2O % | Years | ||||||||||||||||||||||||||||||||||||||||||
| Pit | ROM | Overburden | Fresh Rock | Low Grade | Percent | Outside
the Model | Total Waste | Stripping Ratio | In Situ | Diluted | LOM | |||||||||||||||||||||||||||||||||
| Mathematical | 21.52 | 2.26 | 204.30 | 0.84 | 5.31 | 10.05 | 222.76 | 10.35 | 1.435 | 1.393 | 12.81 | |||||||||||||||||||||||||||||||||
| Operational | 21.34 | 2.25 | 221.87 | 0.93 | 5.21 | 16.43 | 246.68 | 11.56 | 1.438 | 1.396 | 12.70 | |||||||||||||||||||||||||||||||||

Figure 16-15 – Final Operational Pit (Ultimate Pit Design)
Thus, the operational pit contains 21.3 Mt of in pit mineral resources and 246.7 Mt of waste rock, leading to a stripping ratio of 11.6, and which results in a mine life of approximately 13 years.
It is important to emphasize that the 24 m-wide access roads significantly affect the overall slope angle of the final pit and thus waste rock stripping requirements. If the same width is maintained in the detailed study, it is recommended to estimate the impact of the ramps in the overall slope angle during the optimization process. Thus, the optimization result will be more adherent with the designed operational pit.
| 16.12 | MINE SCHEDULE BARREIRO |
The mine sequencing study was performed using the Micromine 2020 software, and the following design criteria:
Assumptions:
| · | Production rate: 1.68Mtpa; |
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| · | Li2O feed grade – 1.4% |
| · | A 3.0 % mining dilution; |
| · | Mining recovery: 95%; |
| · | Fines losses: 15% |
| · | DMS metallurgical recovery: 66%; |
| · | Concentrate grade (Li2O): 6%; |
| Mass product recovery calculated as: | metallurgical recovery | x feed grade. |
| concentrate grade |
This study consisted of the establishment of annual production schedules, the definition of the ROM and waste block mining sequence and the evolution of the geometries throughout the life of the mine (LoM).
For the development of the production program, the areas to be mined annually were established, thus generating operational plans for years 1, 2, 3, 4, 5, 10 to mineral resource exhaustion. A Li2O grade of 1.4% in the first years required stockpiling of low-grade mineral resources which were schedule to be processed later in the mine life
To define the annual production plan, the following criteria were applied:
| · | After year 5, the ROM stockpile is almost completely exhausted. Thus, it is necessary to mine a large amount of waste (pushback stripping) to schedule the efficient access to the deepest part of the orebody. In the study, it was decided to undertake the mining of this material in the years 5 and 6 (totaling 20 Mt of waste). Another alternative could be the gradual increase the stripping ratio in the early years, but this would decrease the project’s cash flow; |
| · | For years 6 to 10, the stripping ratio remained constant after completing the pushback stripping; |
| · | For the years 11 to 15, due to the fact that the lower benches of the pit are basically made up of ROM, it was considered to mine practically all the remaining waste in the 11th and 12th year. The ROM low grade stockpiled in the first years were schedule to be processed in year 13. |
The results of the operational sequencing can be found in Table 16-12 through Table 16-14 and in Figure 16-16 through Figure 16-29:
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Table 16-12 – Results Annual Production Plan
| Mine Scheduling Results | ||||||||||||||||||||||||
|
Tonnes (Mt) | Li2O In Situ (%) | |||||||||||||||||||||||
| Period | ROM |
Stocked ROM |
Resumed ROM |
Pre Stripping |
Total Waste | Earthmoving* |
Stripping Ratio* |
Feed Grade | ROM | Cut- Off Grade
|
Stocked ROM |
Resumed ROM | ||||||||||||
| Year 0 | 2.00 | 0.00 | ||||||||||||||||||||||
| Year 1 | 1.69 | 7.17 | 8.86 | 4.23 | 1.43 | 1.43 | ||||||||||||||||||
| Year 2 | 1.68 | 8.42 | 10.10 | 5.01 | 1.51 | 1.51 | ||||||||||||||||||
| Year 3 | 1,67 | 11,94 | 13,61 | 7,13 | 1,46 | 1,46 | ||||||||||||||||||
| Year 4 | 1,66 | 13.08 | 14.74 | 7.90 | 1.47 | 1.47 | ||||||||||||||||||
| Year 5 | 1.68 | 0.86 | 15.00 | 16.47 | 18.14 | 9.83 | 1.42 | 1.42 | 1.01 | 0.78 | ||||||||||||||
| Year 6 | 1.57 | 0.11 | 5.00 | 24.30 | 25.98 | 15.48 | 1.43 | 1.48 | 0.78 | |||||||||||||||
| Year 7 | 1.57 | 0.11 | 24.30 | 25.98 | 15.48 | 1.43 | 1.48 | 0.78 | ||||||||||||||||
| Year 8 | 1.57 | 0.11 | 24.30 | 25.98 | 15.48 | 1.43 | 1.48 | 0.78 | ||||||||||||||||
| Year 9 | 1.57 | 0.11 | 24.30 | 25.98 | 15.48 | 1.43 | 1.48 | 0.78 | ||||||||||||||||
| Year 10 | 1.57 | 0.11 | 24.30 | 25.98 | 15.48 | 1.43 | 1.48 | 0.78 | ||||||||||||||||
| Year 11 | 1.57 | 0.11 | 29.71 | 31.39 | 18.92 | 1.42 | 1.47 | 0.78 | ||||||||||||||||
| Year 12 | 1.57 | 0.11 | 16.97 | 18.65 | 10.81 | 1.42 | 1.47 | 0.78 | ||||||||||||||||
| Year 13 | 1.12 | 0.09 | 0.28 | 1.48 | 0.25 | 1.42 | 1.47 | 0.78 | ||||||||||||||||
*without considering the pre stripping mass
Table 16-13 – Results - Operational Mine Scheduling
| Mine Scheduling Results | ||||||||||||||||||
| Tonnes (Mt) | Li2O In Situ (%) | |||||||||||||||||
Period | ROM | Stocked ROM | Resumed ROM | Total Waste | Stripping Ratio | ROM | Cut-Off Grade Stock | Stocked ROM | Resumed ROM | |||||||||
| Year 0 | 2.00 | |||||||||||||||||
| Year 1 | 1.69 | 7.17 | 4.23 | 1.43 | ||||||||||||||
| Year 2 | 1.68 | 8.42 | 5.01 | 1.51 | ||||||||||||||
| Year 3 | 1.67 | 11.94 | 7.13 | 1.46 | ||||||||||||||
| Year 4 | 1.66 | 13.08 | 7.90 | 1.47 | ||||||||||||||
| Year 5 | 1.68 | 0.86 | 16.47 | 9.83 | 1.42 | 1.01 | 0.78 | |||||||||||
| Year 10 | 7.85 | 0.55 | 141.52 | 18.02 | 1.48 | 0.78 | ||||||||||||
| Year 13 | 4.26 | 0.31 | 46.95 | 11.03 | 1.47 | 0.78 | ||||||||||||
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Table 16-14 – Classified Results - Operational Mine Scheduling
| Mine Scheduling Results Classified | ||||||||||||||||
| Tonnes (Mt) | Li2O In Situ (%) | |||||||||||||||
Period | ROM | Measured ROM | Indicated ROM | Inferred ROM | ROM | Measured ROM | Indicated ROM | Inferred ROM | ||||||||
| Year 1 | 1.69 | 1.67 | 0.03 | 1.43 | 1.44 | 0.73 | ||||||||||
| Year 2 | 1.68 | 1.68 | 0.00 | 1.51 | 1.51 | 0.98 | ||||||||||
| Year 3 | 1.67 | 1.49 | 0.18 | 0.00 | 1.46 | 1.56 | 0.64 | 0.88 | ||||||||
| Year 4 | 1.66 | 1.23 | 0.40 | 0.02 | 1.47 | 1.52 | 1.34 | 0.71 | ||||||||
| Year 5* | 2.53 | 2.00 | 0.51 | 0.02 | 1.20 | 1.21 | 1.19 | 1.02 | ||||||||
| Year 10 | 7.85 | 1.61 | 6.07 | 0.17 | 1.48 | 1.32 | 1.54 | 0.67 | ||||||||
| Year 13 | 4.26 | 0.22 | 2.49 | 1.55 | 1.47 | 1.40 | 1.42 | 1.55 | ||||||||
* includes material destined for the stockpile
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Low-grade material will be stockpiled until year 5, then resumed for processing in the final years. Thus, a stockpile for this material will be necessary. Figure 16-30 shows the estimated location for the low-grade stockpile, which was designed with the following geotechnical and operational parameters:
| · | Bench height – 10 m; |
| · | Minimum berm width – 10 m; |
| · | Face angle – 38°; |
| · | Access road width – 10 m; |
| · | Access road angle – 10%. |
The final pile has the following characteristics:
| · | Pile volume – 0.36 Mm3; |
| · | Pile area – 46.2 m2; |
| · | Maximum pile height – 14 m. |
The volume of the pile was defined based on the volume of ROM to be stored. considering a swelling factor of 25% and a compaction of 10% in the pile.

Figure 16-30 – ROM stockpile after Year 5
| 16.13 | WASTE DISPOSAL BARREIRO |
The disposal of waste rock was planned on an area close to the pit, the final location will depend on results of environmental analysis and licensing. The site shall be adequately prepared to include drainage at its base and channels to direct the flow of water with the aim of aiding geotechnical stability and mitigating the erosion of the stockpiled material.
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The operation of this phase, in accordance with the ascending method, shall begin during the construction of the heap at the base of this area. Waste rock will be disposed by truck, which will then be uniformly distributed and leveled by dozer. The procedure is then repeated, stacking another bank above the original one, while maintaining a ramp for the trucks to be able to access the area.
Table 16-15 presents the Waste Dump Design parameters and the
Table 16-16 shows the capacities and surface areas for the Waste Dump designed for the project. The total Waste Dump capacity was estimated using a swell factor of 25% and compaction of 10% in the pile. Figure 16-31 shows the final mine layout. In this layout a projected volume for waste dump expansion is also presented.
Table 16-15 – Waste Dump Design Parameters
| Parameter | Value | |||
| Bench height | 20 m | |||
| Minimum berm width | 10 m | |||
| Face angle | 38° | |||
| Access road width | 24 m | |||
| Access road ramp angle | 10% | |||
Table 16-16 – Capacities and Surface area for each Waste Dump
| Waste Dump | Value | |||
| Volume (Mm3) | 114.6 | |||
| Area (Mm2) | 1.263 | |||
| Maximum height (m) | 238 | |||
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Figure 16-31 – Final Mine Layout
| 16.14 | PHASE 2 MINE FLEET SELECTING AND SIZING BARREIRO |
Mining services will be outsourced and is based on a small-scale equipment for the ROM mining and for waste using large off-road trucks. A CAT 345 hydraulic excavator equipped with a 3.1m3 bucket was selected, as well as Scania G440 40-ton trucks for ROM. For the waste, a Liebherr 9250 excavator was selected and CAT 777 trucks (100 t). A DX800 rotary drill was selected equipped with a 4” diameter drill bit.
The mass centers of the mass solids mined annually were used to estimate the haulage distances. For the ROM the destination was the main stockyard. For the waste. the destination was the waste pile. The distances were estimated based on the road accesses defined in the sequential mining plan. The average haulage distance year by year for each origin-destination and type of material. ROM and waste. are shown in the Table 16-17.
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Table 16-17 – Average Haulage Distances
| (m) | ||||||||||||||||
| Period | ROM | Waste | Pre-Stripping Waste | Waste + Pre-Stripping | ||||||||||||
| Year 0 | 1,750 | 1,750 | ||||||||||||||
| Year 1 | 1,750 | 1,850 | 1,850 | |||||||||||||
| Year 2 | 2,120 | 2,270 | 2,270 | |||||||||||||
| Year 3 | 2,650 | 2,120 | 2,120 | |||||||||||||
| Year 4 | 2,420 | 2,480 | 2,480 | |||||||||||||
| Year 5 | 2,230 | 2,200 | 1,900 | 2,057 | ||||||||||||
| Year 6 | 2,340 | 2,352 | 1,900 | 2,275 | ||||||||||||
| Year 7 | 2,622 | 2,504 | 2,504 | |||||||||||||
| Year 8 | 2,905 | 2,656 | 2,656 | |||||||||||||
| Year 9 | 3,187 | 2,808 | 2,808 | |||||||||||||
| Year 10 | 3,470 | 2,960 | 2,960 | |||||||||||||
| Year 11 | 3,524 | 3,050 | 3,050 | |||||||||||||
| Year 12 | 3,578 | 3,140 | 3,140 | |||||||||||||
| Year 13 | 3,632 | 3,230 | 3,230 | |||||||||||||
| Year 14 | 3,686 | 3,320 | 3,320 | |||||||||||||
| Year 15 | 3,740 | 3,410 | 3,410 | |||||||||||||
Equipment was designed to excavate, load and transport material from the pit benches to the ROM stockyard and waste piles.
The stripping fleet was calculated separately and is shown in Table 16-26.
A preliminary selection of the main mining equipment was made, according to the mining method adopted, the geometric characteristics of the pit, the physical characteristics of the materials to be mined, the required production scale, operating costs, and other factors. Due to the large amount of waste expected, off-road trucks were selected for haulage. For the ROM, road trucks were selected to obtain better mining selectivity. The following equipment was selected:
| · | Hydraulic excavator; |
| · | 8x4 Dump truck; |
| · | Off-road truck; |
| · | Hydraulic drilling rig; |
| · | Diesel lighting tower; |
| · | Track tractor; |
| · | Motor grader; |
| · | Irrigation tank truck; |
| · | Wheel loader; |
| · | Road train; |
| · | Flatbed truck; |
| · | Tanker Truck; |
| · | Workshop Truck; |
| · | Crane Truck; |
| · | Backhoe; |
| · | Utility vehicle (Pick-up). |
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The following are brief descriptions of the equipment’s functions:
| · | Hydraulic drilling rig with power of the order of 380 HP and 4-inch bore diameter for ROM and waste drilling. |
| · | Hydraulic crawler excavator equipped with 16.5 m3 bucket for ROM excavation and loading. |
| · | Hydraulic crawler excavator equipped with 4.8 m3 bucket for waste excavation and loading. |
| · | Road truck with a net load capacity of 36 t equipped with a 25 m3 tipper for ROM haulage. |
| · | Off-road truck with a net load capacity of 180 t equipped with a 77 m3 tipper for waste haulage. |
| · | Flywheel-powered track tractor of the order of 405 HP for spreading waste in the pile. |
| · | Flywheel-powered track tractor of the order of 185 HP for ancillary services. |
| · | 265 HP flywheel motor grader for road maintenance and other ancillary services. |
| · | Irrigation tank truck. with a capacity of 25,000 L of water. to control dust on roads and stockyards. |
| · | Wheel loader equipped with 3.4 m3 bucket for various services and also to replace the ROM excavator in case of need. |
| · | 4,000 W diesel lighting tower for mine night lighting. |
| · | Flatbed Truck to assist the movement of equipment. |
| · | Road train tanker truck workshop truck and crane truck for maintenance and equipment fueling. |
| · | Backhoe for ancillary services. |
| · | Pick-up utility vehicle for supervision and small cargo transportation. |
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Table 16-18 – Basic Project Parameters
| Item | Unit | Value | ||||
| 1. Work Regime | ||||||
| · Mine and crushing | ||||||
| · Days per year | day | 365 | ||||
| · Shifts per day | shifts | 3 | ||||
| · Hours per shift (average) | h | 8 | ||||
| · Meal breaks | h | 2.25 | ||||
| · No. of teams | n° | 4 | ||||
| · Absenteeism Index | % | 3 | % | |||
| 2. Density and moisture of materials (cut) | ||||||
| Average Density | ||||||
| · Natural Base | ||||||
| · ROM | t/m3 | 2.71 | ||||
| · Waste | t/m3 | 2.76 | ||||
| Average Moisture | ||||||
| · ROM | % | 6 | % | |||
| · Waste | % | 6 | % | |||
| 3. Swelling. spreading and compaction in the pile | ||||||
| Swelling | ||||||
| · ROM and Waste | % | 25 | % | |||
| Waste compaction in the pile | % | 10 | % | |||
| Percentage of deposited volume to be spread by tractor | % | 75 | % | |||
| 4. Pit parameters | ||||||
| · Bench height for mining | ||||||
| · ROM | m | 10 | ||||
| · Waste | m | 10 | ||||
| · Maximum road ramp gradient | % | 10 | % | |||
| 5. Blasting | ||||||
| · Explosive | ||||||
| · Density | g/cm3 | 1.15 | ||||
| · Stemming | m | 1 | ||||
| · Drillhole fill factor | % | 95 | % | |||
| · Percentage of each material blasted with explosives | ||||||
| · ROM | % | 100 | % | |||
| · Waste | % | 100 | % | |||
| 6. Main Equipment | ||||||
| · Air track Drill | ||||||
| · Hole Diameter | inch | 4.0 | ||||
| · Hole Inclination | ° | 0 | ||||
| · Sub drilling | % | 10 | % | |||
| · Penetration rate | m/h | 25 | ||||
| · Vf/Vp factor (drilling rate/penetration rate) | % | 60 | % | |||
| · Drilling grid | ||||||
| · Burden - ROM | m | 4 | ||||
| · Spacing - ROM | m | 6 | ||||
| · Burden - Waste | m | 5 | ||||
| · Spacing - Waste | m | 7 | ||||
| · Hydraulic excavator | ||||||
| · Bucket capacity - ROM | m3 | 4.8 | ||||
| · Bucket capacity - Waste | m3 | 16.5 | ||||
| · Average cycle time | s | 25 | ||||
| · Bucket fill factor | % | 95 | % | |||
| · Truck | ||||||
| · Load capacity - ROM | t | 36 | ||||
| · Bucket volume - ROM | m3 | 25 | ||||
| · Load capacity - Waste | t | 180 | ||||
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| Item | Unit | Value | ||||
| · Bucket volume - Waste | m3 | 77 | ||||
| 7. Production performance of equipment | ||||||
| · Air track Drill | ||||||
| · Physical availability | % | 80 | % | |||
| · Utilization factor | % | 65 | % | |||
| · Hydraulic Excavator | ||||||
| · Physical availability | % | 85 | % | |||
| · Utilization factor | % | 83 | % | |||
| · Truck | ||||||
| · Physical availability | % | 85 | % | |||
| · Utilization factor | % | 83 | % | |||
| 8. Operational performance | ||||||
| · Hourly efficiency | % | 83.3 | % | |||
| · Combined Operating Efficiency | % | 90 | % | |||
| · Climate factor | % | 90 | % | |||
| 9. Trucks average speeds | ||||||
| · Truck - mine/plant and mine/waste pile | ||||||
| · Loaded | km/h | 20 | ||||
| · Empty | km/h | 30 | ||||
| 10. Trucks Fixed Times | ||||||
| · Maneuvers to load | min | 1.00 | ||||
| · Unloading. including maneuver | min | 1.25 | ||||
| Fleet Rounding Limit | % | 3 | % | |||
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Table 16-19 – Drilling Sizing for ROM
| Drilling Rig | |||||||
| Equipment | Drilling Rig | ||||||
| Material | ROM | ||||||
| Drilling Rig | Hole Diameter | Penetr
.Rate (Vp) |
Factor (VpVf) |
Drilling
Speed (Vf) |
Burden | Spacing | |
| (inches) | (mm) | (m/h) | (%) | (m/h) | (m) | (m) | |
| 4 | 102 | 25 | 60% | 15 | 4 | 6 | |
| Hole | Bench Height |
Hole angle | Length of Hole in bench |
Sub Drilling | Total hole length |
Blasted volume. | |
| (m) | (*) | (m) | (%) | (m) | (m) | (m3/hole) | |
| 10 | 0 | 10.0 | 10% | 1.0 | 11.0 | 240.0 | |
| Blast | Explosive | Dens. | Stemming | Volume/m
of hole |
Filling factor. | Mass of explosive |
Load ratio |
| g/cm3 | m | Cm3 | % | kg | g/t | ||
| 1.15 | 1 | 8.107 | 95% | 89 | 128 |
| Density in | Blasted | Time spent |
Hourly efficiency |
Physical availability |
Utilization factor | ||
| Efficiencies | cutting | mass. | per hole | Holes/Hour | |||
| (t/m3) | (t/hole) | (min) | |||||
| 287 | 689 | 44 | 1.36 | 83% | 80% | 65% |
| Nominal production | Effective production | Effective production / | |||||
| Hourly production | per worked hour | scheduled hour | |||||
| (m3/h) | (t/h) | (m3/h) | (t/h) | (m3/h) | (t/h) | ||
| 327 | 940 | 273 | 783 | 142 | 407 | ||
| 365 | days/yr | |
| Work Regime | 3 | shifts/day |
| 8 | h/shift | |
| Climate Factor | 0,90 | |
| Meal/s nack | 2.25 | h/day |
| Situation | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 |
| Calculated number of units | |||||||||||||
| ROM (f 4,0”) | |||||||||||||
| Nominal Production | 0.26 | 0.25 | 0.25 | 025 | 0.25 | 025 | 0.25 | 0.25 | 0.25 | 0.25 | 025 | 0.25 | 0.18 |
| Effective production/H.T. | 0.31 | 0.30 | 0.30 | 0.30 | 0.30 | 0.30 | 0.30 | 0,30 | 0.30 | 0.30 | 0.30 | 0.30 | 0.22 |
| Effective production/H P. | 0.65 | 0.65 | 0.65 | 0.64 | 0.66 | 0.65 | 0.65 | 0.65 | 0.65 | 0.65 | 0.65 | 0.65 | 0.47 |
| Total/HT | 0.31 | 0.30 | 0.30 | 0.30 | 0.30 | 0.30 | 0.30 | 0.30 | 0.30 | 0.30 | 0.30 | 0.30 | 0.22 |
| Total/HP | 0,65 | 0,65 | 0,65 | 0,64 | 0,65 | 0,65 | 0,65 | 0,65 | 0,65 | 0,65 | 0,65 | 0,65 | 0,47 |
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Table 16-20 – Drilling Sizing for Waste
| Drilling Rig | |||||||
| Equipment | Drilling Rig | ||||||
| Material | Waste | ||||||
|
Drilling Rig
|
Hole Diameter | Penetr.Rate | Factor | Drilling | Burden | Spacing | |
| (Vp) | (Vp/Vf) | Speed (Vf) | |||||
| (inches) | (mm) | (m/h) | (%) | (m/h) | (m) | (m) | |
| 4 | 102 | 25 | 60% | 15 | 5 | 7 | |
|
Hole
|
Bench Height |
Length of |
Total hole length |
Blasted volume. | |||
| Hole angle | Hole in | Sub Drilling | |||||
| bench | |||||||
| (m) | (*) | (m) | (%) | (m) | (m) | (m3/hole) | |
| 10 | 0 | 10.0 | 10% | 1.0 | 11.0 | 350.0 | |
|
Blast
|
Explosive | Dens. | Stemming | Volume/m of | Filling factor. | Mass of | Load ratio |
| hole | explosive | ||||||
| g/cm3 | m | cm3 | % | kg | g/t | ||
| 1.15 | 1 | 8.107 | 95% | 89 | 86 | ||
|
Efficiencies
|
Density in | Blasted | Time spent | Holes/Hour |
Hourly efficiency |
Physical availability |
Utilization Factor |
| cutting | mass. | per hole | |||||
| (Vm3) | (t/hole) | (min) | |||||
| 2.93 | 1.024 | 44 | 1.36 | 83% | 80% | 65% | |
|
Hourty production
|
Nominal production | Effective production | Effective production / | ||||
| per worked hour | scheduled hour | ||||||
| (m3/h) | (t/h) | (m3/h) | (t/h) | (m3/h) | (t/h) | ||
| 477 | 1.396 | 398 | 1.164 | 207 | 605 | ||
| 365 | days/yr | ||||||
| Work Regime | 3 | shifts/dav | |||||
| 8 | h/shift | ||||||
| Climate Factor | 0.90 | ||||||
| Meal/snack | 225 | h/day |
| Situation | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 |
| Calculated number of units | |||||||||||||
| Waste (f 4,0”) | |||||||||||||
| Nominal Production | 0,73 | 0,80 | 1,14 | 1,25 | 1,57 | 2,32 | 2,32 | 2,32 | 2,32 | 2,32 | 2,84 | 1,62 | 0,03 |
| Effective production/H.T. | 0,87 | 0,97 | 1.37 | 1,50 | 1,89 | 2,79 | 2,79 | 2,79 | 2,79 | 2,79 | 3,41 | 1,95 | 0,03 |
| Effective production/H.P. | 1,86 | 2,06 | 2,93 | 3,21 | 4,04 | 5,96 | 5,96 | 5,96 | 5,96 | 5,96 | 7,28 | 4,16 | 0,07 |
| Total/HT | 0,87 | 0,97 | 1,37 | 1,50 | 1,89 | 2,79 | 2,79 | 2,79 | 2,79 | 2,79 | 3.41 | 1,95 | 0,03 |
| Total/HP | 1,86 | 2,06 | 2,93 | 3,21 | 4,04 | 5,96 | 5,96 | 5,96 | 5,96 | 5,96 | 7,28 | 4,16 | 0,07 |
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Table 16-21 – Hydraulic Excavator - ROM
| Equipment | Hydraulic Excavator | ||||||||
| Material | ROM | ||||||||
| Bucket Capacity | Cycle Time | Hourly | Combined | Fill Factor | Average | Average | Physical | Utilization | |
| Hydraulic excavator | efficiency | Operating | Factor | ||||||
| (m3) | (s) | (%) | Efficiency (%) | (*) | Density | Swelling (%) | Availability (%) | (%) | |
| ROM | 4.8 | 25 | 83% | 90% | 95% | 2,87 | 25% | 85% | 83% |
|
Hourly production |
Nominal Production | Effect. Prod./Working hour | Effect. Prod./Proqrammed h | ||||||
| (t/h) | (m3/h) at cut | (t/h) | (m3/h) at cut | (t/h) | (m3/h) at cut | ||||
| ROM | 1.588 | 553 | 1.132 | 394 | 719 | 250 | |||
| 36S | days/yr | Mass/pass | |||||||
| Work Regime | 3 | shifts/day | (t) | ||||||
| 8 | h/shift | ROM | 10,5 | ||||||
| Climate Factor | 0,90 | ||||||||
| Meal/snack | 2 | h/dia | |||||||
| Rounding limit | 3% | ||||||||
| Material | Situation | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 |
| Number of Equipment Required | ||||||||||||||
| ROM | Nominal Production | 0,14 | 0,14 | 0,14 | 0,14 | 0,14 | 0,14 | 0,14 | 0,14 | 0,14 | 0,14 | 0,14 | 0,14 | 0,10 |
| Effective production/H.T. | 0,20 | 0,20 | 0,20 | 0,20 | 0,20 | 0,20 | 0,20 | 0,20 | 0,20 | 0,20 | 0,20 | 020 | 0,14 | |
| Effective production/H.P. | 0,31 | 0,31 | 0,31 | 0,31 | 0,31 | 0,31 | 0,31 | 0,31 | 0,31 | 0,31 | 0,31 | 0,31 | 0,22 | |
| ROM | Total/HT | 0,20 | 0,20 | 0,20 | 0,20 | 0,20 | 0,20 | 0,20 | 0,20 | 0,20 | 0,20 | 0,20 | 0,20 | 0,14 |
| Total/HP | 0,31 | 0,31 | 0,31 | 0,31 | 0,31 | 0,31 | 0,31 | 0,31 | 0,31 | 0,31 | 0,31 | 0,31 | 0,22 | |
| Rounded No. of Units | 1,00 | 1,00 | 1,00 | 1,00 | 1,00 | 1,00 | 1,00 | 1,00 | 1,00 | 1,00 | 1,00 | 1,00 | 1,00 |
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Table 16-22 – Hydraulic Excavator - Waste
| Equipment | Hydraulic Excavator | ||||||||
| Material | Waste | ||||||||
Hydraulic excavator
|
Bucket Capacity | Cycle Time | Hourly efficiency |
Combined Operating |
Fill Factor | Average | Average | Physical | Utilization Factor |
| (m3) | (s) | (%) | Effciency (%) | (%) | Density | Swelling (%) | Availability (%) | (%) | |
| Waste | 16.5 | 25 | 83% | 90% | 95% | 2.93 | 25% | 85% | 83% |
Hourly production |
Nominal Production | Effect. Prod/Working hour | Effect. Prod/Programmed h | ||||||
| (t/h) | (m3/h) at cut | (t/h) | (m3/h)at cut | (t/h) | (m3/h) at cut | ||||
| Waste | 5.561 | 1.901 | 3.962 | 1.354 | 2.516 | 860 | |||
| 365. | days/yr | Massa/passe | |||||||
| Work Regime | 3 | shifts/day | (t) | ||||||
| 8 | h/shift | Waste | 36.7 | ||||||
| Climate Factor | 0.90 | ||||||||
| Meal/snack | 2 | h/day | |||||||
| Rounding limit | 3% | ||||||||
| Material | Situation | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 |
| Number of Equipment Required | ||||||||||||||
| Waste | Nominal Production | 0,17 | 0,20 | 0,29 | 0,31 | 0,40 | 0,58 | 0,58 | 0,58 | 0,58 | 0,58 | 0,71 | 0,41 | 0,01 |
| Effective production/H.T. | 0,24 | 0,28 | 0,40 | 0,44 | 0,55 | 0,82 | 0,82 | 0,82 | 0,82 | 0,82 | 1,00 | 0,57 | 0,01 | |
| Effective production/H.P. | 0,38 | 0,46 | 0,63 | 0,69 | 0,87 | 1,29 | 1,29 | 1,29 | 1,29 | 1,29 | 1,58 | 0,90 | 0,01 | |
| Waste | Total/HT | 0,24 | 0,28 | 0,40 | 0,44 | 0,55 | 0,82 | 0,82 | 0,82 | 0,82 | 0,82 | 1,00 | 0,57 | 0,01 |
| Total/HP | 0,38 | 0,45 | 0,63 | 0,69 | 0,87 | 1,29 | 1,29 | 1,29 | 1,29 | 1,29 | 1,58 | 0,90 | 0,01 | |
| Rounded No. of Units | 1,00 | 1,00 | 1,00 | 1,00 | 1,00 | 2,00 | 2,00 | 2,00 | 2,00 | 2,00 | 2,00 | 1,00 | 1,00 | |
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Table 16-23 – Truck - ROM
| Equipment | Truck | ||||||||||||
| Service Description | ROM Haulange | ||||||||||||
| Product to be Transported | |||||||||||||
| Material | ROM | Type | In natura | ||||||||||
| From | Mine | To | Diversos | ||||||||||
| Cut average density (t/m3) | Average swelling (%) | ||||||||||||
| ROM | 2,87 | 25% | |||||||||||
| Load Equipment | |||||||||||||
| Brand | Bucket Capacity | Cycle time | Fill Factor | ||||||||||
| Model | (m3) | (s) | (%) | ||||||||||
| Escavator hidraulic | ROM | 4,80 | 25 | 95% | |||||||||
| Truck | |||||||||||||
| Brandt | Capacity | Real | N°of | Ef. Hor. | Op. Conj. | DF | UT | ||||||
| Model: | (m3) | (t) | (t) | Passes | (%) | (%) | (%) | (%) | |||||
| Conventional truck | ROM | 25 | 36 | 36,0 | 4 | 83% | 90% | 85% | 83% | ||||
| Fixed Times (min) | 365 | days/year | Climate Factor | ||||||||||
| Material | Loading |
Loading maneuver |
Unloading and maneuver |
Total |
Work regime |
3 | shifts/day | 90% | |||||
| ROM | 1,7 | 1,00 | 1,25 | 3,9 | 8 | h/shift | |||||||
| Meals | 2.25 | h/day | |||||||||||
| Discrimination | Operation Year | ||||||||||||
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | |
| Total cycle times - maneuvering, loading, unloading, round trip (min) | |||||||||||||
| ROM | 12,7 | 14,5 | 17.2 | 16,0 | 15,1 | 15,6 | 17,0 | 18,4 | 19,9 | 21,3 | 21,7 | 22,2 | 22,6 |
| Total Fleet Required | |||||||||||||
| ROM | |||||||||||||
| Total/HT | 1,8 | 2,0 | 2,4 | 2,2 | 2,1 | 2,2 | 2,4 | 2,6 | 2,7 | 2,9 | 3,0 | 3,1 | 2,2 |
| Total/HP | 2,5 | 2,8 | 3,4 | 3,1 | 2,9 | 3,1 | 3,3 | 3,6 | 3,9 | 4,2 | 4,3 | 4,4 | 3,2 |
| Rounded No. of Units | 3,00 | 3,00 | 4,00 | 4,00 | 3,00 | 3,00 | 4,00 | 4,00 | 4,00 | 5,00 | 5,00 | 5,00 | 4,00 |
| Rounded No. of Units | 3% | ||||||||||||
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Table 16-24 – Truck - Waste
| Equipment | Truck | ||||||||||||
| Service Description | Waste Haulange | ||||||||||||
| Product to be Transported | |||||||||||||
| Material | Waste | Type | In natura | ||||||||||
| From | Mine | To | Several | ||||||||||
| Cut average density (t/m3) | Average swelling (%) | ||||||||||||
| Waste | 2,93 | 25% | |||||||||||
| Load Equipment | |||||||||||||
| Brand: | Bucket Capacity | Cycle time | Fill Factor | ||||||||||
| Model: | (m3) | (s) | (%) | ||||||||||
| Escavadeira hidráulica | Waste | 16,50 | 25 | 95% | |||||||||
| Truck | |||||||||||||
| Brand: | Capacity | Real | N° of | Ef. Hor. | Op. Coni. | DF | UT | ||||||
| Model: | (m3) | (t) | (t) | Passes | (%) | (%) | (%) | (%) | |||||
| Conventional truck | Waste | 77 | 180 | 180,0 | 5 | 83% | 90% | 85% | 83% | ||||
| Fixed Times (min) | 365 | das/ano | Fat or cimático | ||||||||||
| Material | Loading |
Loading maneuver |
Unloading and maneuver |
Total |
Work regime |
3 | turnos/dia | 90% | |||||
| Waste | 2,1 | 1,00 | 1,25 | 4,3 | 8 | h/turno | |||||||
| Meals | 2,25 | h/dia | |||||||||||
| Discrimination | Operation Year | ||||||||||||
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 12 | 13 | ||
| Total cycle times - maneuvering, loading, unloading, round trip (min) | |||||||||||||
| Waste | 13,6 | 15,7 | 14,9 | 16,7 | 15,3 | 16,1 | 16,9 | 17,6 | 18,4 | 19,1 | 19,6 | 20,0 | 20,5 |
| Total Fleet Required | |||||||||||||
| Waste | |||||||||||||
| Total/HT | 1,6 | 2,2 | 2,9 | 3,6 | 4,2 | 6,4 | 6,8 | 7,1 | 7,4 | 7,7 | 9,6 | 5,6 | 0,1 |
| Total/HP | 2,3 | 3,1 | 4,2 | 5,1 | 5,9 | 9,1 | 9,6 | 10,0 | 10,4 | 10,9 | 13,6 | 7,9 | 0,1 |
| Rounded No. of Units | 3,00 | 3,00 | 5,00 | 5,00 | 6,00 | 9,00 | 10,00 | 10,00 | 11,00 | 11,00 | 14,00 | 8,00 | 1,00 |
| Rounded No. of Units | 3% | ||||||||||||
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Table 16-25 – Bulldozer
| Equipment | Bulldozer | ||||||||||||
| Material | Waste on Waste Dump | ||||||||||||
| Service description: | Scattering on the waste dump | Work Condition Correction Factors (CAT Manual) | |||||||||||
| Operator | Material | Trinch. | L/L | Visibil. | Total | ||||||||
| Fresh rock density (Vm3) | 293 | Swelling (%) | 25% | 0,75 | 0,9 | 1 | 1 | 0.9 | 0.61 | ||||
| Equipment | Capacity | Hourly | Combined | Fill Factor | Average | Average | Phys. Avail. | Utilization | |||||
| Efficiency | Operating | Material | |||||||||||
| (Type) | Tipo | m3 | % | % | % | Density | Swelling (%) | (%) | (%) | ||||
| Classe de 35 t | SU | 13.5 | 83% | 100% | 100% | 2.93 | 25% | 85% | 80% | Fresh rock | |||
| HOURLY PRODUCTION AT WASTE REMOVAL FOR FILLING THE PIT RESULTING FROM ORE EXTRACTION | |||||||||||||
| Equipment | Average Operating Distance | ||||||||||||
| Desc. | Horizont. | Ascen. | Total | ||||||||||
| (Type) | Gradiente (%) | Factor | Dist. (m) | Dist. (m) | Gradiente (%) | Factor | Dist. (m) | Dist. (m) | Factor | ||||
| Classe de 35 t | 0,0 | 0,00 | 0,0 | 40,0 | 0,0 | 0,0 | 0,00 | 40,0 | 1,00 | ||||
| 365 | Days/year | Hourly Production | |||||||||||
| Work regime | 3 | shifts/day | Curve | Nominal | Efetiva/H.T. | Efetiva/H.P. | Material | ||||||
| 8 | h/shift | m3 (loose) | t | m3 (cut) | t | m3 (cut) | t | m3 (cut) | |||||
| Climate factor | 0,90 | 750 | 1.066 | 365 | 885 | 303 | 602 | 206 | Rocha Fresca | ||||
| Meals/lunch | 225 | h/day | |||||||||||
| Annual Production | |||||||||||||
| Nominal | Effective/H.T. | Effects e/H.P. | Material | ||||||||||
| t | m3 (cut) | t | m3 (cut) | t | m3 (cut) | ||||||||
| 7.619.160 | 2.604.307 | 6.323.903 | 2.161.575 | 4.300.254 | 1.469.871 | Rocha Fresca | |||||||
| Description | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 |
| Nominal Fleet | 0,7 | 0,9 | 1,2 | 1,4 | 1,7 | 2,5 | 2,5 | 2,5 | 2,5 | 1,5 | 3,1 | 1,8 | 0,0 |
| Fleet/H.T. | 0,9 | 1,1 | 1,5 | 1,6 | 2,1 | 3,1 | 3,1 | 3,1 | 3,1 | 3,1 | 3,7 | 2,1 | 0,0 |
| Fleet/H.P. | 1,3 | 1,6 | 2,2 | 2,4 | 3,0 | 4,5 | 4,5 | 4,5 | 4,5 | 4,5 | 5,5 | 3,1 | 0.1 |
| Rounded | 2 | 2 | 3 | 3 | 3 | 5 | 5 | 5 | 5 | 5 | 6 | 4 | 1 |
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Table 16-26 – Phase 2 Fleet Scaling Summary Mining
| Equipment | Characteristics | Operation Year | ||||||||||||
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | ||
| Hydraulic drilling rig | f hole 4.0” | 3 | 3 | 4 | 4 | 5 | 7 | 7 | 7 | 7 | 7 | 8 | 5 | 1 |
| Hydraulic excavator - ROM | 4.8 m3 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 |
| Hydraulic excavator - Waste | 16.5 m3 | 1 | 1 | 1 | 1 | 1 | 2 | 2 | 2 | 2 | 2 | 2 | 1 | 1 |
| Truck - ROM | 36 t | 3 | 3 | 4 | 4 | 3 | 3 | 4 | 4 | 4 | 5 | 5 | 5 | 4 |
| Truck - Waste | 100 t | 3 | 3 | 5 | 5 | 6 | 9 | 10 | 10 | 11 | 11 | 14 | 8 | 1 |
| D9 Bulldozer | 405 hp | 2 | 2 | 3 | 3 | 3 | 5 | 5 | 5 | 5 | 5 | 6 | 4 | 1 |
| D6 Bulldozer | 185 hp | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 |
| Wheel loader | 3.4 m3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 |
| Water truck | 25.000 litres | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 |
| Motor grader | 265 hp | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 |
| Diesel lighting tower | 4.000 w | 10 | 10 | 10 | 10 | 10 | 10 | 10 | 10 | 10 | 10 | 10 | 10 | 10 |
| Dump Truck | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | |
| Tanker Truck | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | |
| Workshop Truck | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | |
| Crane Truck | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | |
| Backhoe | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | |
| Flatbed truck | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | |
| Utility vehicle (Pick-up) | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | 6 | |
Table 16-27 shows the amount of equipment needed to perform the pre stripping. foreseen for years 0. 5 and 6.
Table 16-27 – Fleet Scaling Summary Pre-Stripping
| Equipment | Characteristics | Operation Year | |||||||||||||
| 0 | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | ||
| Hydraulic drilling rig | f hole 4.0” | 1 | - | - | - | - | 4 | 2 | - | - | - | - | - | - | - |
| Hydraulic excavator - ROM | 4.8 m3 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| Hydraulic excavator - Waste | 16.5 m3 | 1 | - | - | - | - | 1 | 1 | - | - | - | - | - | - | - |
| Truck - ROM | 36 t | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| Truck - Waste | 100 t | 1 | - | - | - | - | 5 | 2 | - | - | - | - | - | - | - |
| D9 track Tractor | 405 hp | 1 | - | - | - | - | 3 | 1 | - | - | - | - | - | - | - |
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17 RECOVERY METHODS
17.1 PROCESSING PLANT DESCRIPTION
The concentrator plant will be located approximately 5 km from the open pit mines. The spodumene concentrate will be produced by DMS. The DMS plant is designed based on Xuxa design parameters and will produce a minimum 6.0% Li2O spodumene concentrate from ore grade of 1.46% Li2O (diluted), with an average iron content of 0.97%.
A second DMS concentrator plant would be constructed to process the Barreiro feed, if a positive production decision is made. This plant would produce a minimum 6.0% Li2O spodumene concentrate from a mineralization grade of 1.44% Li2O (diluted) with an average iron content of 0.97%.
The Xuxa plant throughput capacity is based on 1.5 Mtpa (dry) of ore fed to the crushing circuit. The in-house crushing circuit is sized for 3.0 Mtpa, which will accommodate the additional feed from Barreiro.
17.2 XUXA PROCESS PLANT
Figure 17-1 shows the planned layout for the in-house crushing system and DMS plant.

Figure 17-1 – Process Plant: In-house Crushing and DMS Plant
The spodumene concentrator process plant is designed based on a proven DMS circuit and includes the following:
A three-stage conventional crushing and screening circuit
DMS screening and mica removal via up-flow classification
Two-stage DMS circuit for coarse fraction
Two-stage DMS circuit for fines fraction with a magnetic separation step
Single-stage DMS circuit for ultra-fines fraction
Thickening, filtration (belt filter) and dry stacking of hypofines fraction with the waste
Optical sorting and / or magnetic separation on the concentrate
Tailings from the DMS plant trucked for co-disposal with the waste rock.
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Ore trucked from the mine will be dumped directly into the feed bin for the primary crusher at the process plant and crushed in three stages using a jaw crusher, a secondary cone crusher and two tertiary cone crushers. Crushed ore will be fed to a double-deck screen, where ore will be separated into three fractions. The oversize (-150 mm + 60 mm) will be sent to the secondary crusher for further crushing and recycled back to the screen. The middlings (-60 mm + 9.5 mm) will be fed to tertiary crushing. The undersize fraction (-9.5 mm) will be sent to the crushed ore stockpile for feed to the wet plant.
The wet plant will consist principally of a two-stage DMS circuit for coarse fractions, two-stage DMS circuit for fines fraction and a single-stage DMS circuit for the ultra-fines fraction.
The sinks from the secondary stage coarse DMS and the secondary stage fines DMS (which includes a wet magnetic separation step) will report to the DMS product stockpile for truck loading and transport.
The floats from the primary stage coarse DMS cyclone, primary stage fines cyclones and secondary fines cyclone as well as those from the ultra-fines cyclone will report to a tailings pile.
The sinks from the ultra-fines DMS will report to the ultra-fines product stockpile for blending with coarse/fine spodumene product for sale.
A DMS tails thickener and filtration system will be used prior to stockpiling of -0.5 mm hypo-fines with the waste pile.
Figure 17-2 is a block flow diagram for the crushing circuit and the DMS plant. Figure 17-3 represents a simplified process flowsheet.
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Figure 17‐2 – Block Flow Diagram for Crushing Circuit and DMS Plant
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Figure 17‐3 – Simplified Process Flowsheet
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17.2.1 Crushing Facilities
For commercial reasons, contract crushing will be implemented with a nominal throughput capacity of 1.5Mtpa. The contract crushing assumption is based on Metso’s proposal which includes one jaw crusher unit (NW106), one secondary cone crusher and two tertiary cone crusher and screening units (NW200 HPS) including all conveyors up to the crushed ore stockpile, based on particle size distribution criteria dictated by the DMS circuit. There will be a truck dump station for direct dumping of the trucks into the feed chute.
The crushed ore will be stockpiled upstream of the wet-plant feed. The stockpile is sized for nominal four days storage with a capacity for seven days storage.
17.2.2 DMS Plant
Crushed ore from the crushed ore stockpile will be transported to the DMS feed inlet for where it will be conveyed to a sizing screen to remove the -1.7 mm material which will be sent to the ultra-fines DMS circuit. The -9.5+1.7 mm material will report to the DMS coarse sizing screen where it will be screened at 6.3 mm to produce:
| · | -9.5+6.3 mm coarse product which reports to the primary coarse DMS |
| · | -6.3+1.7 mm fines product which reports to the primary fines DMS via a REFLUX™ classifier |
Figure 17-4 shows the plant layout in relation to the planned stockpile areas.

Figure 17-4 – Sigma DMS Plant and Product Stockpiles
The coarse and fine DMS circuits will consist of primary and secondary DMS cyclones to efficiently separate spodumene from the gangue material in order to produce a 6.0% Li2O or higher concentrate grade. Mica will be removed from the fines stream by a REFLUX™ classifier, prior to feeding the DMS fines preparation screen.
Prior to feeding the primary DMS cyclones, each ore stream (coarse and fine) will be mixed with ferrosilicon slurry and pumped to the respective coarse and fine primary DMS cyclones. The ferrosilicon slurry density will be carefully controlled to enable the gravity separation of spodumene from minerals with a lower SG. Spodumene has a higher SG than most other gangue minerals and consequently the spodumene will report to the DMS cyclone underflow (sinks), with the gangue material reporting to DMS cyclone overflow (floats).
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17.2.2.1 Primary DMS Circuit (Coarse and Fines)
The primary DMS circuit will have two sets of DMS cyclones (coarse and fines). They both will share the same SG (2.65) ferrosilicon medium.
The floats from the primary coarse DMS cyclones will be sent to tailings, while the underflow streams (sinks) will report to the secondary coarse DMS cyclones.
The primary fines DMS circuit feed will be processed through a REFLUX™ classifier, which aims to remove a portion of the mica. This mica stream will be dewatered and report to tailings, while the REFLUX™ classifier underflow will report to the primary fines DMS cyclones. The floats from the primary fines DMS cyclones will be sent to tailings, while the underflow streams (sinks) will report to the secondary fines DMS cyclones.
17.2.2.2 Secondary DMS Circuit (Coarse and Fines)
The secondary DMS circuit will have two sets of DMS cyclones (coarse and fines DMS cyclones). They will both share the same SG (2.90) ferrosilicon medium.
The floats from the secondary coarse DMS stage will be re-crushed through a rolls crusher and transferred back to the sizing screen. The floats stream from the secondary fines DMS cyclone will report to a waste pile.
The sinks from the secondary coarse DMS cyclones and those from the secondary fines DMS cyclones will be sent to the DMS product stockpile via a magnetic separator for iron removal to meet the product iron content criteria, and via an ore sorter for removal of high SG gangue such as schist which cannot be separated from the spodumene in the DMS circuit. This will be the final spodumene concentrate product at 6% Li2O.
17.2.2.3 Ultra-fines DMS Circuit
The ultra-fines (-1.7mm+0.5mm) material from the sizing screen will be dewatered via a hydro-cyclone and screened further by a subsequent ultra-fines DMS preparation screen. The -1.7 mm material will report to the ultra-fines single stage DMS circuit processing. The floats will report to a waste pile.
17.2.3 Thickening, Filtration and Hypofines Stacking
The ultra-fines dewatering cyclone overflow, the ultra-fines preparation screens undersize (-0.5 mm), the screw classifier overflow and other screen underflows will report to the DMS tails thickener for dewatering. The underflow will be discharged to a belt filter and the filter cake will report to a stockpile of -0.5 mm hypo fines which will then report to a waste pile.
17.2.4 Tailings Disposal System
The floats from the primary coarse and fines DMS cyclones, the secondary fines cyclone, and the ultra-fines DMS cyclone, as well as the underflow from the screw classifier (mica and floats) will be screened to 12% moisture and co-disposed with mine waste in a waste pile.
17.2.5 Basis of Design and Mass Balance
Data for the 2019 Feasibility Study are based on the metallurgical test-work data. Recovery data are based on the data from Var 3 and Var 4.
The engineering and design were developed to a feasibility level based on the mass balance, process design criteria and process flow diagrams which incorporate the results of the laboratory test-work.
The operating parameters used as a basis for design are summarized in Table 17-1.
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Table 17-1 – Operating Parameters
| Parameter | Value | |||
| Operating days/annum | 365 | |||
| Operating hours/day | 24 | |||
| Calendar hours | 8,760 | |||
| Shifts/day (crushing & sorting) | 2 | |||
| Shifts/day (wet Plant) | 3 | |||
| Hours/shift | 8 | |||
The design basis and mass balance based on the test work results are summarized in Table 17-2.
Table 17-2 – Design Basis and Mass Balance Summary
| Parameter | Units | Value | Source | Comment | |||||
| Total ore processing rate | dry tonnes per year | 1,500,000 | 1 | Client | |||||
| wet tonnes per year | 1,530,612 | 4 | Calculation | ||||||
| Spodumene ore grade (no dilution) | % Li2O | 1.61 | 4 | Calculation | |||||
| Spodumene ore grade (incl. dilution) | % Li2O | 1.46 | 1 | MCB Mar 20th 2019 | |||||
| Ore moisture | % w/w | 2 | 1 | Client | |||||
| Dilution factor | % w/w | 9.3 | 1 | MCB and SGS Canada Mar 20th 2019 | |||||
| Crushing Plant | |||||||||
| Dilute ore stockpile | days | 2 | 1 | Client | |||||
| Total ore fed to crusher incl. dilution | dry tonnes per year | 1,500,000 | 1 | Client | |||||
| wet tonnes per year | 1,530,612 | 4 | Calculation | ||||||
| Crusher overall availability | % | 47.7 | 1 | Client | |||||
| Crusher operating hours | hours per year | 4,176 | 1 | Client | |||||
| Nominal ore crushing rate | dry tonnes per day (16 hr /d crush) | 5,747 | 4 | Calculation | |||||
| Nominal ore crushing rate | dry tonnes per hour | 359 | 4 | Calculation | |||||
| wet tonnes per hour | 367 | 4 | Calculation | ||||||
| Sized for nominal ore crushing rate | dry tonnes per year | 3,000,000 | 1 | Client | |||||
| wet tonnes per year | 3,061,224 | 4 | Calculation | ||||||
| Sized for nominal crusher hours at 3.0 MTPA | Hours per year | 6,325 | 1 | Client | |||||
| Sized for nominal ore crushing rate | dry tonnes per day (16 hr/d crush) | 7,589 | 4 | Calculation | |||||
| Sized for nominal ore crushing rate | dry tonnes per hour | 474 | 4 | Calculation | |||||
| wet tonnes per hour | 484 | 4 | Calculation |
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| Parameter | Units | Value | Source | Comment | |||||
| Design ore crushing rate | dry tonnes per hour | 522 | 4 | Calculation | |||||
| wet tonnes per hour | 532 | 4 | Calculation | ||||||
| Wet Plant | |||||||||
| DMS plant feed stockpile | days | 7 | 1 | Client | |||||
| Feed rate to wet plant | dry tonnes per year | 1,500,000 | 1 | Client | |||||
| wet tonnes per year | 1,530,612 | 4 | Calculation | ||||||
| Wet plant overall availability | % | 85 | 6 | Industry Standard | |||||
| Wet plant operating hours | hour per year | 7,446 | 6 | Industry Standard | |||||
| Nominal wet plant feed rate | dry tonnes per day (24h/d) | 4,835 | 4 | Calculation | |||||
| Nominal wet plant feed rate | dry tonnes per hour | 202 | 4 | Calculation | |||||
| wet tonnes per hour | 206 | 4 | Calculation | ||||||
| dry tonnes per hour | 242 | 4 | Calculation | ||||||
| Design wet plant size | wet tonnes per hour | 247 | 4 | Calculation | |||||
| Reflux Classifier mica rejection rate | %w/w | 5 | 3 | SGS 2019 Test work | |||||
| DMS coarse prep screen oversize (-9.5+6.3mm) | %w/w Mass | 35.0 | 3 | SGS 2019 Test work | |||||
| DMS coarse prep screen undersize (-6.3+1.7mm) | %w/w Mass | 35.0 | 3 | SGS 2019 Test work | |||||
| DMS sizing screen undersize (-1.7+0.5mm) | %w/w Mass | 15.0 | 3 | SGS 2019 Test work | |||||
| Ultra-fines dewatering cyclone undersize (-0.5 mm hypofines) | %w/w Mass | 15.0 | 3 | SGS 2019 Test work | |||||
| Wet plant spodumene concentrate grade | %w/w Li2O | 6.0 | 7 | Industry Standard | |||||
| Li2O Recovery | |||||||||
| Li2O recovery (DMS) | % | 60.4 | 4 | Calculated | |||||
| Li2O recovery – Coarse DMS | % | 24.7 | 4 | Calculated from SGS Lakefield 2019 Test work | |||||
| Li2O recovery – Fines DMS | % | 26.1 | 4 | Calculated from SGS Lakefield 2019 Test work | |||||
| Li2O recovery – Ultra-fines DMS | % | 9.6 | 4 | Calculated from SGS Lakefield 2019 Test work | |||||
| Stockpiles | |||||||||
| Coarse & Fines spodumene | dry tonnes per year | 186,738 | 4 | Calculation | |||||
| wet tonnes per year | 212,202 | 4 | Calculation | ||||||
| Ultra-fines spodumene | dry tonnes per year | 29,202 | 4 | Calculation | |||||
| wet tonnes per year | 33,184 | 4 | Calculation | ||||||
| Total spodumene concentrate production | dry tonnes per year | 215,939 | 4 | Calculation | |||||
| wet tonnes per year | 245,386 | 4 | Calculation | ||||||
| Hypofines stockpile | dry tonnes per year | 251,077 | 4 | Calculation |
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| Parameter | Units | Value | Source | Comment | |||||
| wet tonnes per year | 285,315 | 4 | Calculation | ||||||
| Process tails – tonnage | dry tonnes per year | 1,032,983 | 4 | Calculation | |||||
| wet tonnes per year | 1,173,845 | 4 | Calculation |
Operating hours assumptions for the main facilities are provided in Table 17-3. Key equipment are summarized in Table 17-4.
Table 17-3 – Operating Hours for Main Facilities
| Calendar Hours | Operating | Overall utilization | ||||||||
| Facilities | (h/a) | Hours (h/a) | (%) | |||||||
| Crushing and conveying | 8,760 | 4,176 | 47.7 | % | ||||||
| Dense medium separation circuit | 8,760 | 7,446 | 85 | |||||||
| Tails filter plant and conveyor | 8,760 | 7,446 | 85 | |||||||
Table 17-4 – Key Equipment and Capacity
| Equipment name | Capacity (nominal/design) | Specification | ||
| Primary crusher | 532.4 tph / 638.8 tph | Jaw crusher | ||
| Secondary crusher | 437.0 tph / 524.4 tph | Cone crusher | ||
| Tertiary crusher (2 units) | 187.0 tph / 244.4 tph per unit | Cone crusher | ||
| DMS screens | Sizing;coarse and fines prep; primary and secondary sinks and floats (coarse, fines, ultrafines); secondary sinks and floats (coarse, fines); degrit; static drain: Reflux underflow |
|||
| DMS centrifuges | ||||
| Thickener | Design slurry flowrate: 1,941 m3/h | High-rate: 20m-diameter | ||
| Belt filter | Design slurry flowrate: 33.8 m3/h | Horizontal vacuum belt filter: 7 m2 | ||
| Optical sorter | Design: 12.1 t/h | Achievable feed size range: max 35mm / 80m. Two-way optical sorter, sorting width – 2m with high resolution double camera system. Color sorting. | ||
| Reflux classifier | Solids flowrate: 75 tph / 90 tph |
17.2.6 Utilities Requirements
The power consumption requirements are approximately 6.7 MW for the processing plant and 1.5 MW for non-process infrastructure at the process plant.
The raw water consumption for process water is a nominal 23 m3/hr (make-up raw water requirement).
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The process water will be recycled within the plant with a thickener, where all fines slurry streams will be directed and recovered. This water will be pumped to the process water tank and recycled to the circuits as needed.
Consumables will include reagents and operational consumables for the crushing circuit and the DMS plant.
Reagents will include ferrosilicon and flocculant.
Ferrosilicon: a consumption rate of 530 g/t
Flocculant: Flomin 905 VHM (Magna Floc 10 equivalent) have a consumption rate of 10 g/t.
In the crushing circuit, consumables will include liners for all the crushers and the screen panels. In the DMS plant, maintenance items will be necessary for cyclones, pumps, screens and belt filters.
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18 PROJECT INFRASTRUCTURE
The mine and the concentrator infrastructure will be located at Sigma’s Xuxa property. Much of the mining non-process infrastructure at the mine services area will be included in the contract mining scope. The main infrastructure will include:
| · | Two open pit mines and four waste stockpiles |
| · | Raw water supply (underground pipeline) to site |
| · | Electrical supply infrastructure to provide power to the site and related substations |
| · | BR367 access road to the plant and municipal road deviation |
| · | Bridge over the Piauí River spanning Pit 1 and Pit 2 |
| · | Road transport (including haul roads) for waste rock and ore to and from the mine |
| · | Workshops and fueling services |
| · | Plant and mine facilities including warehouse, laboratory |
18.1 XUXA GENERAL SITE PLAN
The overall site plan shows the mine pits, process plant, waste rock disposal areas, mining services as well the main access road and the rerouted municipal roads (Figure 18-1). There is an existing operations base west of the BR367 highway. The Xuxa site, which is approximately 4 km from the main highway, is accessible via an existing road from highway BR367. This road will be widened by 4 m. The existing municipal road located to the west of the Olimpio area, will be blocked from public traffic. A municipal road will be added to contour the plot and located within the plot limits. For scaling, refer to Figure 18-2.

Figure 18-1 – Sigma Lithium Project General Layout Plan for Xuxa
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The planned locations for the processing plant and related infrastructure including the ROM pad are shown on Figure 18-2.
All mining activities will be concentrated within the areas of mine pits 1 and 2, the Olimpio (waste rock pile 1 and process plant area) and Gilson (waste rock pile 2 area) plots and waste piles 3 and 4.
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Figure 18‐2 – Overall Site Plan
Note: Grid squares are 500 m x 500 m.
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18.2 ROADS
The existing municipal road will need to be upgraded to be suitable for the trucks traveling to the port for product export. The road will consist of a platform of embankment of 11.0 m of width, a track of 8.0 m of width, rainfall drainage in ditches. The pavement will consist of a sub-base, base and primary gravel top-layer. An access bypass will be built at the junction with the BR367, in accordance with Departamento Nacional de Infraest de Transportes (DNIT) standards.
A 2.6 km long municipal road will be built by the municipality to bypass the plant and allow access to local communities. It will be built within the boundaries of the property and be suitable for light vehicle traffic. The road will have a platform of embankment of 8.0 m width and a track of 7.0 m.
18.2.1 Haul Roads and Bridge
Haul roads and associated drainage for pits and waste piles and to the ROM pad will be built. Gravel roads will be constructed in support of mining operations. Haul roads are planned to be 25 m wide inside the pits and 29 m wide outside the pit.
A bridge is planned to cross over the Piaui River for access between Pit 1 and Pit 2. The concrete bridge will have a span of 30.0 m and 12.0 m of free lane for the 150 t class trucks (CAT 785 or similar).
The planned bridge location is shown in Figure 18-3.
Figure 18-3 – Bridge Location
For the road drainage system, concrete ditches are provided on the sides of the right-of way and rip-rap rock structures for energy dissipation and discharge.
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18.3 EARTHWORKS AND BURIED SERVICES
Earthmoving will include grading and levelling in the process plant, the mine support area and the access roads to the process plant and mine. The slopes used will be 1:1 (H:V) for the cuts and 1.5:1 (H:V) for earth fills. About 600,000 m3 of excess fill material will need to be stored in waste pile 1.
18.4 WATER BALANCE (STORM WATER, WATER TREATMENT) XUXA
18.4.1 Hydrology and Hydrogeology
18.4.1.1 Hydrology
For the process plant, waste pile 1 and 2 areas as well as for the mine area including waste piles 3 and 4 areas, hydrological studies were completed with the objective of establishing the flow rates for surface drainage control structure and waste pile designs. Hydrological studies assumed 100- and 500-year return periods, with a 50% probability of occurrence. A minimum permissible velocity of 0.5 m/s was assumed, to avoid deposition of solids in the channels. Soil type and characteristics of land use were identified via satellite imagery and a technical site visit. Topographic information was provided by Sigma.
At the mine area, after each precipitation event, monitoring of river sections downstream of the ponds for erosive processes should be carried out.
18.4.1.2 Piauí River Flood Study
The flood line indicates that the flood areas along the Piauí River, in the planned bridge area, are basically contained in the greater waterway channel. Flood modelling in the area of the planned bridge was conducted using a 100-year return period.
18.4.1.3 Hydrogeology
A detailed hydrogeological investigation is recommended to clarify water table surface elevation, continuity of water bearing zone and to evaluate subsurface (water bearing zone/aquifer) hydrogeological parameters to better understand the condition and plan for mining activities. The investigation should include a baseline study of the pre-mining conditions, including the following:
| · | Gathering and review of historical data, if available, such as 3D geologic model from mineral exploration drilling, strike and dip direction of open fracture sets in cores and cross sections at the study site and water quality data for surface water/ groundwater/ springs |
| · | Identify potential contaminant sources |
| · | Determine physical and geochemical parameters to be monitored as part of baseline and regular monitoring program |
| · | Installation of six baseline monitoring wells plus an additional well for a pumping test |
| · | Conduct a pumping test of minimum 72 hours to estimate key hydrogeological parameters of the subsurface in the mine pit area and to evaluate dewatering options: a pumping well (larger diameter than monitoring wells) will be drilled as well as two monitoring wells for drawdown monitoring (these two are included in the total of six baseline monitoring wells) |
| · | Estimation of hydraulic conductivities for monitoring wells using slug tests |
| · | Determine local and regional groundwater flow directions and local gradients |
| · | Collect groundwater samples for select parameters to set up baseline groundwater chemistry from monitoring wells |
| · | Develop a hydrogeological model for the site. |
The metasedimentary schist host rock is likely to have low primary permeability/porosity. As a result, if it is possible to install monitoring in existing core-holes, the screens should be places where open fractures are present below the water table. Monitoring wells should be installed both upgradient of the active mine site area and down gradient from the waste piles. To identify groundwater flow direction, a minimum of three monitoring wells are required.
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A hydrogeological monitoring program should be employed during the mining operation and will likely include:
| · | Develop monitoring well network based on baseline study results, geologic setting and potential sources of contaminants (inorganic and organic) |
| · | Regular groundwater sampling for select parameters and record of water levels; and measure field parameters (electrical conductivity, pH and temperature) for each monitoring well |
| · | Sample analysis and comparison of the results with Brazilian environmental guidelines |
| · | Environmental report preparation. |
18.4.2 Overview
To avoid damage to the access and interior roads, a surface drainage system will be implemented. Contact water from the process plant, non-process plant and mine services, tailings and waste piles (Olímpio and Gilson areas), the open pit area and the access road will be sent to the sedimentation ponds. All drainage from plant, mine services area and waste rock / tailings disposal pile in the Olimpio area will be collected in settling pond #1. Drainage of the waste rock pile in the Gilson area will be collected in settling pond #2. For waste piles 3 and 4, the graded surface will be sloped to allow for rainwater to be discharged by gravity out of the waste piles, where it will be picked up by gutters and/or other drainage devices to settling ponds 3 or 4.
Process plant water will be taken from the Jequitinhonha River at a maximum rate of 150 m3/h (refer to discussion in Section 18.11), and the plant will also use water recycled from the sedimentation ponds. Recycling will be maximized to reduce intake water consumption and to allow for water collection at various stages of the process for reuse. Water recovery will also lower intake water consumption by recycling drainage water collected in the sedimentation ponds. Figure 18-4 is a balance projection for operations. Some of the recycled water will also be used for dust suppression.
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Figure 18-4 – Water Balance
18.4.3 Open Pit Dewatering
In the open pits, the drainage will be directed to the benches at the deepest levels that will be developed to receive all the pit drainage. Deeper benches will serve as sumps and solids containment basins. Each pit will have its own sedimentation pond. Water from these ponds will be used to fill water trucks in the dry season and may also be pumped to the sediment ponds in the waste pile area.
When necessary, a diesel portable dewatering pump mounted on skids will be used to pump the water in the waste pile sediment ponds.
18.4.4 Waste Piles
18.4.4.1 Waste Piles 1 and 2
Runoff will be directed from higher ground around the waste piles.
For the waste piles where tailings and waste will be co-disposed, precipitation falling directly on the waste piles will be managed in order to maintain a dry working area to place the tailings, to mitigate erosion of the tailings, and manage turbidity in runoff prior to water recycling to the process plant.
Tailings placement will be restricted during and immediately after precipitation events and surface accumulations of water will be allowed to runoff and evaporate. Surface runoff will be facilitated by sloping the pile surface to essentially match the underlying topography, with an overall slope of 2–3% towards the southeast.
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Runoff water will be collected in an engineered saucer-shaped low from where it will be gravity drained through a pipe in the perimeter lane and discharged to a sedimentation pond located adjacent to the southeast corner of the pile. Once construction of the pile is completed, a final protective cover will be placed to facilitate revegetation and minimize erosion, at which point the sedimentation pond may be decommissioned.
For the waste piles which will receive waste rock only, ponds will be built to receive all pile drainage and eventually drainage from the pits. Drainage in the ramps of the waste piles will be built to direct water bench to bench and peripherical trenches will be built to direct rainfall water to the ponds ensuring solids containment if solids are carried from the waste piles to the containment basins. These ponds will be cleaned during dry seasons. Accumulated water will be used to fill the water trucks or may be discharged if the water is within the applicable aquatic guidelines.
18.4.4.2 Waste Piles 3 and 4 Xuxa
The graded surface will be sloped to allow for rainwater to be discharged by gravity out of the pile, where it will be picked up by gutters and/or other drainage devices to settling ponds 3 and 4.
18.4.5 Water Treatment Plants
The primary water treatment plant will be conventional and will remove sand, suspended solids and sludge. Treated water will be sent for storage in a primary 3,600 m3 capacity storage tank. The water intakes and proposed treatments are summarized in Figure 18-5.
Figure 18-5 – Intake Water / Water Treatment
18.5 SEWAGE
There will be a sewage treatment station located in the plant area and one in the mine service area. These will treat all sewage collected from the buildings in mine service area and at the plant non-process infrastructure. In the mine pit areas, portable toilets will be used.
The sewage system is designed to treat all domestic effluent from the process plant area (24 m3/day, equivalent to 200 persons) and the mine services area (42 m3/day equivalent to 350 persons).
The treated wastewater from the sewage treatment will need to be disinfected to be able to be piped to a drainage system (compliance to CONSEMA 128 and CONAMA 430). The sludge coming from the treated water will be trucked off site for disposal by specialized contractors.
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18.6 BUILT INFRASTRUCTURE
The main processing facilities will consist of unclad steel structures supporting the processing equipment. Floor layouts will allow for access and maintenance around the equipment and will be generally open grating; where required, checkered plate or elevated concrete slabs are used. Switch-rooms (housing the various motor control centres (MCCs)) will be prefabricated and pre-wired, with the wiring tested in the factory before despatch, to minimise site work.
18.6.1 Non-Process Infrastructure
All buildings in the administrative areas will be built as modular structures, with painted metal panels, thermal insulation and metal tiles. The buildings will be provided with all electrical, hydraulic and communication facilities. Containers will be used for laboratories and electrical substation (switch-rooms).
Operational support facilities, such as workshops, warehouses and others, will be of conventional construction consisting of metal structure sheds and masonry offices.
Utilities such as raw water, potable water and fire water will be provided for these buildings. A fire detection and protection system consisting of firewater hydrants, monitors and hose reels, foam systems for protection of diesel installations, gaseous extinguishing systems and portable fire extinguishers will be installed.
Table 18-1 summarizes the planned built non-process infrastructure requirements.
Table 18-1 – Infrastructure Summary Table
| Item | Comment | |
| PROCESS PLANT | ||
| Administrative building | 703 m2; prefabricated modular construction | |
| Gate house | 712 m2; prefabricated modular construction | |
| Kitchen and canteen | 560 m2; kitchen, concrete structure 313 m2; canteen; prefabricated modular construction | |
| Plant workshop and warehouse | The workshop building will be 1,113 m2. The warehouse will have 219 m2 of covered area and 319 m2 of open area. Single conventional metal structure building. | |
| Laboratories | 488 m2; metal shed. Will have containers for the physical laboratory (44 ft), chemical laboratory (44 ft) and an office (22 ft). | |
| First aid clinic, fire station. | 129 m2; first aid clinic; prefabricated modular construction 102 m2; fire station; prefabricated modular construction Covered parking for the ambulance and fire truck. | |
| Change room | 389 m2; separate areas for male/female; prefabricated modular construction | |
| Truck weigh station | Will consist of a road scale located in the plant area, and will weigh the spodumene concentrate product trucks leaving the plant and weigh diesel tank trucks that will supply diesel storage facilities in the mine area | |
| Trucks will be weighed when they enter and exit the plant. It is estimated that 35 spodumene product trucks will be weighed per day and 3–4 diesel trucks per week. The scale will be sized for “bitrem” trucks |
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| Item | Comment | |
| Truck scale control room | 25 m2; prefabricated modular construction and located near the truck scale. | |
| Truck driver rest area | 75 m2; prefabricated modular construction | |
| Security cabin | 16 m2; prefabricated modular construction | |
| Waste management | 127 m2; prefabricated modular construction |
18.6.2 Mining Infrastructure
The contract mining contractor will provide their own design and install the facilities for the mining services area, except for the diesel storage and dispensing facilities.
A conceptual mining services area layout was generated for estimation purposes; however, this layout will be fully designed by the selected mining contractor.
Table 18-1 summarizes the planned built non-process infrastructure requirements.
Table 18-2 – Infrastructure Summary Table
| Item | Comment | |
| MINE | ||
| Mine workshop | Maintenance will be carried out by the mining contractor. The team will be assisted on a technical basis by the original equipment manufacturer (OEM). | |
| Stores facility for items such as hydraulic hoses, filters, hydraulic components, drifters. | ||
| The workshop area will be equipped with an overhead crane, storage area for area for empty and full gas bottles, offices, mess room, change room, storage facilities. | ||
| Heavy vehicle workshop | Trackless workshop. Will be equipped with 2 service bays and two ramps for all daily, weekly and monthly maintenance. Includes a bay for tracked equipment. | |
| Will be equipped with fire hydrant points and chemical extinguishers, grinding equipment and vehicle repair tools, store area, workbenches, lockers, tools and tool crib | ||
| Boiler shop | Will handle minor emergency rebuilds for equipment, piping repairs, general steelwork maintenance, box-front exchange and stores holding | |
| Electromechanical workshop | Will include the machining and subassembly (mechanical) workshop and the electrical and instrumentation workshop. The mechanical workshop will handle service exchange, sub-assembly services, refurbishment of components and small stores holding. It will be equipped with hydraulic bench press, workbenches, grinding equipment, drilling machine, lathe machines, bandsaw and tools as required. | |
| The electrical and instrumentation workshop facility will handle service exchange of motors, sub-assembly services, refurbishment of components and testing. It will be equipped with electrical test bench for equipment, electrical motor testing equipment, motor vehicle testing equipment, electrical cable store and small tools as required |
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| Item | Comment | |
| Tire shop | Store and replace tires. | |
| Truck wash | Designed to cater for washing of trackless machines. Wash bay will be equipped with a high-pressure water cleaner, a silt trap to separate the grit and an oily wastewater treatment station. Facility will include chemical extinguishers, high pressure water cleaning equipment, oil separator and small tools | |
| Magazines and emulsion plant | Explosives, detonators and emulsion will be trucked to site under a contract supply arrangement. Facilities will be located close to the Pit 1. | |
| Distances from the magazines and the emulsion plant will be in accordance to the Brazilian regulation for the storage of explosives (R105 Brazilian Army code). | ||
| The emulsion will be stored in a vertical silo. |
18.7 STOCKPILES
18.7.1 ROM Stockpile
The ROM pad area will be located at the feed of the primary crushing circuit and will be built up of first category fill material compacted to 95%. The ROM will be delivered in 40-t trucks directly from the mine. The truck will dump the material at the handling area which will then be piled using a front-end loader. The ROM stockpile will occupy an area of about 5,900 m2 of the ROM pad and have an approximate base of 48 m x 12 m and a maximum height of 10 m for a capacity of 45,000 t or 10 days plant feed. The additional approximately 8,200 m2 of the ROM pad area will be used for ROM handling with trucks and front-end loaders. A front-end loader will feed the primary crusher.
Excavated channels will be used for rainwater drainage of the ROM pad area and will discharge to the ditches of the perimeter access road which connect to the overall plant rainwater drainage collection system.
18.7.2 Crushed Ore Stockpile
Crushed ore will be stockpiled at the end of the crushing circuit. There will be no concrete pad at the base. The stockpile is designed for seven days storage capacity. The crushed ore will be loaded into the DMS feed bin via front end loaders, to feed the DMS circuit.
18.7.3 DMS Product Stockpile
The DMS product stockpile will be fed by a radial stacker and sized for one day for a storage of 720 t. The concentrate will be loaded into product transport trucks with front end loaders for transport to the port.
18.7.4 Hypofines Stockpile (In-Plant)
The hypofines stockpile will be fed by a radial stacker and be sized for one day’s storage of 890 t. There will be no concrete pad beneath the stockpile. Hypofines will be loaded into mine trucks by front end loaders and transported to a waste pile.
18.7.5 Ultrafines Stockpile (In-Plant)
Ultrafines spodumene concentrate product will be stockpiled by a radial stacker and be sized for one day’s storage of 105 t. It will have a concrete pad.
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18.7.6 Waste Storage – Dry Stack Tailings Stockpile (In-Plant)
The tailings stockpile will be fed by a radial stacker, placed on grade and sized for a storage capacity of 3,600 t. There will be no concrete pad beneath the stockpile. The tailings will be loaded into mine trucks by front end loaders and transported to a waste pile for co-disposal.
18.8 WASTE ROCK AND DRY TAILINGS CO-DISPOSAL
About 6.6 Mm3 of waste rock and 1 Mt of tailing will need to be stored on an annual basis. Waste amounts and disposal locations are summarized in Table 18-3.
Table 18-3 – Waste Pile Storage
| Waste rock | Tailings | Waste / Tailings Total | ||||||||||||||||
| m3 | m3 | Mt | Years - storage | |||||||||||||||
| Pile # 1 | 7,845,000 | 567,400 | 16.3 / 0.7 (Note 1) | 1.3 | ||||||||||||||
| Pile # 2 | 456,731 (Note 2) | 39,879 | 1.0 | 1.3 | ||||||||||||||
| Pile # 3 | 17,399,267 | 8,582,001 | 88.26 | 4.5 | ||||||||||||||
| Pile # 4 | 26,776,556 | - | 101.14 | 5.2 | ||||||||||||||
Note 1: approximately 6.0 Mt of mine pre-stripping (first two quarters of mine production) will be disposed of at waste pile 1
Note 2: 314,072 m3 will be clear and grub from the process area and mine services area and 142,659 m3 from the earthworks cut material.
Co-disposal of waste rock and tailings is planned for waste piles 1, 2 and 3. Waste pile #4 is meant to be storage of waste rock only.
Clear and grub from the process area and mine services area will be disposed at waste pile #2. Part of the total earthworks cut material (~600,000 m3) will be disposed of at waste pile 1.
18.8.1.1 Waste Piles 1 and 2
For the co-disposal waste piles, it is planned to co-dispose the tailings centrally within the mine waste pile, which is anticipated to be relatively coarse and hence will exhibit relatively high strength properties and enhanced slope stability and resistance to erosion, in comparison with the performance of the tailings if disposed in a separate deposit. The ratio of the mass of waste rock to tailings is approximately 10:1, which will facilitate central containment of the tailings within the waste rock. The waste rock and tailings will be stacked in piles, which will consist of two zones:
Zone 1: Central zone comprising near surface soil from the open pit (if not used for landfill construction), and fine (-0.5mm) filtered tailings and coarse (+0.5mm) tailings
Zone 2: External areas consisting of coarse rock ranging from gravel to boulder sizes of the sterile pit material, which will confine the central zone and ensure the stability of the pile.
Pile 1 will be located near the process area and be sized approximately at 1,050 m (east–west), 325 m (north–south), and 70 m high.
Pile 2 will be located to the south and will be about 350 x 125 x 28 m in dimension.
Both waste piles will have 25 m wide access ramps with a maximum gradient of 10%. The pile slopes will have a 1V: 1.6H inclination with berms every 10 m. The width of the berms will be 4 m. All materials will be spread in horizontal layers and compacted with appropriate equipment.
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The thickness of the waste rock layers should not exceed approximately 80 cm. The larger blocks should be pushed to the face of the embankment to create a barrier that will prevent material falling along the slope surfaces of the embankment during construction operations. The material in Zone 1 should be compacted in layers not exceeding 20 cm in thickness.
Site preparation activities to be completed in advance of waste deposition at each pile will include the following:
Clearing, removal of organic or excessively soft soil, general levelling and any other site preparation required for drainage and erosion control
Execution of the perimeter access lane surrounding the pile
Execution of surface drainage ditches in the adjacent ground to direct rainwater to the perimeter drainage channels
Before the beginning of the next phase, complementary investigations and geotechnical tests in the areas of the waste rock and tailings storage shall be done, to confirm the basic assumptions adopted in the feasibility study.
The methodology for the disposal of waste rock and tailings will include:
| ▪ | Waste rock fill pile 1 |
| ▪ | Compaction of waste pile 1 |
| ▪ | Primary peripheral lining for pile 1 |
| ▪ | Granular base pile 1 |
| ▪ | Structural concrete for the water drainage in steps |
| ▪ | Regularization concrete for water drainage in steps |
| ▪ | Structural concrete for running through boxes |
A diligent QA and monitoring program shall be implemented to ensure adequate compaction is achieved throughout the construction.
18.8.1.2 Waste Piles 3 and 4
Stability analysis was done for waste piles 3 and 4 for dry conditions and with a water table within pile loadings conditions. A transition material between fine and coarse must be designed and produced by crushing. Tailings and fine material will be arranged in the center portion of the pile while waste rock from the pits will be placed so as to confine the fine material. The volume ratio of waste to tailings will be 12:1. The volume ratio of waste rock to tailings will be 10:1. Average pile slopes (bank to bank) will be approximately 1V:1.7H. Truck access ramps for unloading material on the pile will have two lanes with a maximum slope of 8% and a minimum width of 25m. There will be a 10 m lane for drainage and vehicular access for inspections (monitoring) and maintenance around the waste piles. Piles will have bank slopes of about 30o, bank height of 10 m, berm widths of 6 m and drainage systems every 300 m to ensure minimum infiltration and that the water table remains low, including during intense rainfall occurrences.
Foundation soils will be regularized by removing surface organic matter material as well as the underlying soil that has low shear strength, which may affect the pile stability. A 1.0 m soil excavation throughout the area has been considered for the purposes of the feasibility study. The graded surface will be sloped to allow for rainwater to be discharged by gravity out of the waste pile, where it will be picked up by gutters and/or other drainage devices.
A monitoring program will be instituted which should include the following elements:
| • | Regular visual observation |
| • | Survey points installed on the benches of the rockfill slope at a spacing of between 50-100 m. |
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| · | A reliable benchmark will be installed in stable ground outside of the waste piles for reference in estimating settlement of the waste piles. |
18.9 FUEL
Fuel will be trucked to site under a contract supply arrangement. The diesel storage facility will be located on the same terrace as the maintenance workshops and will store diesel fuel for distribution to mine site heavy and light mobile equipment as well as for the plant mobile equipment and vehicles. The facility is designed for ease of access and supply and distribution of diesel fuel. The capacity of the storage facility will be sufficient to supply the site for five days with three aboveground tanks with a total storage of 165 m3. The storage tanks will be located in a concrete containment bunded area.
18.10 POWER SUPPLY
| 18.10.1 | Site Power Supply |
Power will be supplied by a CEMIG, a State power company. The CEMIG network offers a stable power supply in accordance with local interconnection rules and ONS (National System Operator) procedures.
The power will be supplied from an intersection of an existing 138 kV overhead transmission line. This line will supply a new CEMIG substation (intersection substation), which will supply the main Sigma substation that will be located adjacent to the CEMIG substation. The incoming power will be transformed to 4,160 Vac and connected to the main switchroom for plant distribution including for the process plant, non-process infrastructure and mining.
The primary main distribution voltage will be 4,160 Vac, 3 phase, 60 Hz. The secondary distribution voltage will be 440 Vac, 3 phase, 60 Hz for all loads. For small loads and lighting power, the voltage will be 220 Vac, 3 phase and for offices and working stations power will be 127 Vac, 1 phase, 60 Hz.
Emergency power will be supplied by diesel generator sets.
| · | The existing 13.8 kV Taquaral Seco Transmission Line located in the Olimpio area (plant area) will be relocated by CEMIG around the site perimeter to an existing line pole. |
| 18.10.2 | Process Plant |
The contract crushing equipment will be supplied via a cable from the plant substation switchgear to a 4.16/0.44 kV transformer. The transformer will be connected to a skid mounted outdoor 440 V MCC for distribution to the contract crushing equipment. The contract crushing load is estimated at 1.1 MW, including auxiliary electrical loads (Table 18-4).
Table 18-4 – Total Process Plant Power Demand
| Demand | ||
| (contract | ||
| Area | crushing) | |
| Crushing/Screening/Stockpile | 1.1 MW | |
| DMS/Reagents/Tailings | 3.5 MW | |
| Total Process Plant Demand | 4.6 MW |
18.11 WATER SUPPLY
The primary water source will be from the Jequitinhonha River.
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Sigma has been granted a flow of 150 m3/h for all months of the year by the Agencia Nacional das Águas (ANA) for a period of 10 years, which is sufficient for LOM requirements. There will be a day storage tank of 3,600 m3 at the plant. Two pumps, one operating and one on standby, will supply make-up water/raw water to the following consumers for subsequent reticulation:
| · | Process water tank |
| · | Fire water tank |
| · | Potable water treatment / potable water tank |
| · | Mine services |
| · | Non-Process plant. |
Potable water treatment will be supplied directly from the primary water treatment plant. Raw water will be used in the workshops and for the truck-wash system make-up.
Process water will be recirculated as much as possible to minimize make-up water requirements.
18.12 COMPRESSED AIR
Compressed air will be required by the process plant, utilities area, workshops and laboratory. Plant and instrument air will be supplied by rotary screw compressors. Instrument air will be further dried prior to use.
For the mine and at the mine workshop, compressors will be provided as required by the mining contractor.
18.13 CONTROL SYSTEMS
A process control system (PCS) will monitor all plant equipment and instruments, and control of all drives not associated with a vendor programmable logic controller (PLC). Plant PLC processor racks will be located in switchrooms with the exception of vendor package PLCs which may be located in field control panels. The main plant supervisory control and data acquisition (SCADA) system hardware will consist of a redundant master–follower input/output (I/O) server pair of rack-mounted SCADA computers located in communications rack in or near the plant control room. The computers and the control room network equipment will be powered by a rack mount uninterruptible power supply (UPS). A fibre-optic network will connect with locations outside of the switchroom/control room buildings. There will be two control rooms within process plant: the crushing control room and the main control room. The crushing control room will be located adjacent to the crushing switchroom, while the main control room will be located next to the DMS switchroom.
18.14 COMMUNICATION SYSTEMS
The communications system will consist of:
| • | Telecommunications network and internet services |
| • | Access control |
| • | Extruded cabling. |
18.15 CAMPS AND ACCOMMODATION
There will be no constriction or operations camp for the Project considering the proximity of nearby towns.
18.16 PORT FACILITIES
Sigma will use the port facilities located at Port of Ilhéus for solid bulk storage port operations. The Port of Ilhéus is certified by Bureau Veritas Quality and is fully functional with trained professionals and cargo handling equipment.
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The product will be received and unloaded, stored in a segregated and dedicated warehouse or yard that will be free of contamination, and when required, will be uploaded to a ship.
The Port of Ilhéus will manage reporting of reception and loading, command of the ship and/or its agents, coordinate cargo loading and include port operation insurance.
A proposal was submitted to Sigma by Intermarítima Portos e Logística S/A for an average ship loading rate of 5,000 tpd with a tolerance of 10%. Figure 18-6 shows the inland land transport routing from the Xuxa site to the Port of Ilhéus.

Figure 18-6 – Product Transport Routing from Xuxa to Ilhéus
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19 MARKET STUDIES AND CONTRACTS
Information in this section on marketing and price assumptions is summarized from Roskill (2019).
19.1 LITHIUM DEMAND AND CONSUMPTION
Demand for lithium rose by 20% in 2018 to reach over 261,100 t lithium carbonate equivalent (LCE), 3% above Roskill’s mid-2018 forecast of 253,500 t LCE. Consumption of lithium in 2018 was estimated at 231,300 t LCE. Growth in consumption of lithium since 2000 has been led by the rechargeable battery industry which has accounted for 67% of the total rise in consumption since 2000. The rechargeable battery sector accounted for 50% of lithium consumption in 2018 and became the largest lithium consumer in 2008. The short-, medium-and long-term outlook for lithium consumption appears strong, as shown in Figure 19-1.

Figure 19-1 – World Consumption and Demand Forecast for Lithium, 2014-2033
| 19.1.1 | Usage by Product Type |
Lithium carbonate is the most widely consumed lithium product, used in rechargeable batteries, ceramics, glass-ceramics, glass, metallurgical powders, aluminium and other uses. Battery-grade carbonate and hydroxide together represented 50% of total consumption by product in 2018, reflecting the importance of the rechargeable battery market. A small amount of battery-grade metal is used in rechargeable batteries, but its main use is in primary batteries, with all battery uses for lithium at 52% of total product consumption.
| 19.1.2 | Demand by Country/Region |
China is the largest consumer of lithium, accounting for around 40% of total consumption in 2018. Chinese consumption has increased by 11.3% per annum since 2003, principally through rapid expansion of its battery sector. Japan and South Korea represent 15% of the global market for lithium respectively.
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| 19.1.3 | Lithium-ion Battery Market Trend |
Roskill’s baseline outlook for consumption of lithium-ion batteries forecasts growth of 28% per annum from 2018 to 2028 (Figure 19-2).

Figure 19-2 – World Li-ion Battery Use by Market, 2018-2028 (GWh)
The forecast for lithium-ion battery, cathode and lithium consumption is shown in Figure 19-3.

Figure 19-3 – Forecast Li-ion battery, cathode and lithium consumption, base-case, 20012-2028
The short-, medium- and long-term outlook for lithium consumption appears strong. There are considerable upside and downside risks to the outlook for growth in consumption of lithium to 2028. The low-case (pessimistic) scenario foresees slower global economic growth affecting demand. In this scenario, growth in consumption of lithium is forecast at 11.1% per annum. In the high-case (optimistic) scenario, growth in consumption of lithium is forecast to increase by 19.2% per annum to reach 3.2 Mt LCE in 2028. The forecast consumption of lithium by product is shown in Figure 19-4.
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Figure 19-4 – World forecast consumption of lithium by product, 2018-2033 (000t LCE)
The consumption of lithium by country/region is shown in Figure 19-5.

Figure 19-5 – World outlook for consumption of lithium by country/region, 2018-2033 (t LCE).
19.2 LITHIUM PRODUCTION
| 19.2.1 | Production |
Based on United States Geological Survey (USGS) data, the countries that have major lithium inventories include Chile, China, Australia, Argentina, Bolivia, and the USA.
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Since 2000, growth in “mine” (mineral mining and brine extraction) output has averaged 10% per annum, driven largely by increasing production at operations in Australia, Chile, China and Argentina. Table 19-1 is a summary of lithium production by country. Output in 2018 is expected to move significantly higher again.
Table 19-1 – World Mine Production of Lithium by Country, 2010-2018 (t LCE)
| 2011 | 2012 | 2013 | 2014 | 2015 | 2016 | 2017 | 2018 | |||||||||||||||||||||||||
| Argentina | 13,398 | 13,200 | 13,015 | 18,020 | 18,700 | 30,050 | 30,167 | 33,473 | ||||||||||||||||||||||||
| Australia | 61,271 | 70,914 | 54,500 | 65,600 | 65,000 | 74,250 | 210,915 | 269,600 | ||||||||||||||||||||||||
| Australia (DSO) | “ | “ | “ | “ | “ | “ | 53,450 | 62,800 | ||||||||||||||||||||||||
| Brazil | 800 | 904 | 1,040 | 1,115 | 990 | 1,000 | 990 | 4,200 | ||||||||||||||||||||||||
| Canada | - | - | 5,000 | - | - | - | 170 | 10,600 | ||||||||||||||||||||||||
| Chile | 61,400 | 66,200 | 59,900 | 61,915 | 62,700 | 76,000 | 74,184 | 82,200 | ||||||||||||||||||||||||
| China | 16,465 | 17,954 | 19,068 | 18,810 | 20,470 | 25,400 | 46,850 | 53,400 | ||||||||||||||||||||||||
| Namibia (DSO) | - | - | - | - | - | - | - | 4,400 | ||||||||||||||||||||||||
| Portugal | 1,860 | 1,060 | 960 | 810 | 860 | 1,230 | 1,530 | 880 | ||||||||||||||||||||||||
| Spain | 96 | 70 | 100 | 100 | 100 | 100 | 100 | 100 | ||||||||||||||||||||||||
| USA | 2,250 | 3,500 | 4,600 | 4,500 | 4,500 | 2,700 | 3,000 | 4,400 | ||||||||||||||||||||||||
| Zimbabwe | 3,600 | 3,800 | 3,100 | 3,100 | 4,100 | 4,623 | 5,300 | 9,500 | ||||||||||||||||||||||||
| Total | 161,140 | 177,602 | 161,283 | 173,970 | 177,420 | 215,353 | 372,836 | 472,953 | ||||||||||||||||||||||||
| ExcL DSO | “ | “ | “ | “ | “ | “ | 319,336 | 410,153 | ||||||||||||||||||||||||
Source Roskill estimates
Note: DSO = direct shipping ore.
Since 2000, the dominance of lithium production from brine operations has been gradually falling (Figure 19-6). As Australian mineral production increased significantly in 2017 and 2018, the share of mine production held by brine producers dropped to 35% and 32% respectively.

Figure 19-6 – World refined production of lithium by type, 2000-2018 (000t LCE)
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The supply of refined lithium compounds is from brine-based production, mineral conversion, and a small amount of recycling, with the remainder of mine output sold as technical-grade minerals (Figure 19-7). Total output of these refined products is estimated at 308,200 t LCE in 2018, up from 240,200 t LCE in 2017. The “big-5” producers (Albemarle, SQM, Ganfeng, Tianqi and Livent) accounted for 71% of refined product output.

Figure 19-7 – World refined production of lithium by type, 2000-2018 (000t LCE)
| 19.2.2 | Production Costs |
Production costs for mineral concentrate varied significantly in 2018 (Figure 19-8), with production at Talison Greenbushes in Western Australia at around US$200/t cost, insurance and freight (CIF) China compared to spodumene equivalent costs for direct-shipping ore (DSO) produced at Wodgina, also in Australia, at around US$800/t CIF.

Figure 19-8 – Mineral Concentrate Cost Curve, 2018-2040 (US$/t CIF)
| 19.2.3 | Forecast Mine Capacity |
At the end-of 2018, global nameplate production capacity for mining lithium totalled 611,390 tpa LCE. The largest additions to mine capacity in the short-term are in Australia (mineral-based) and Chile (brine-based). Overall, existing and potential new producers could raise total mine capacity to 1.7 Mtpa LCE by 2023 and 1.85 Mtpa LCE by 2025 (Figure 19-9). Significant volumes of additional mining capacity will be required in the mid-2020s to match consumption growth later in the decade and into the 2030s. It is likely that capacity expansions at existing producers or projects approaching commissioning will account for a portion of additional supply, though a significant number of new projects will also be required longer-term to meet consumption growth.
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Figure 19-9 – World Forecast Mine Capacity for Lithium, 2014-2023 (000t LCE)
Existing producers (including those that started production in 2018) are adding around 0.5 Mtpa LCE of mine capacity by 2023 and a further 0.15 Mtpa LCE of capacity by 2028, based on announced plans. Talison could contribute 0.2 Mtpa LCE, tripling its 2018 capacity by 2023, with most other producers doubling their facilities capability.
The existing, expanded and under construction lithium nameplate capacity by company is summarized in Table 19-2.
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Table 19-2 – World Forecast, Expanded And Under Construction Lithium Nameplate Capacity by Company, 2010-2018 (t LCE)
| Company | Location | 2018 | 2023 | 2028 | ||||||||||
| Talison | Green bushes, Australia | 95,000 | 290,000 | 290,000 | ||||||||||
| SQM | Atacama. Chile | 48,000 | 100,000 | 180,000 | ||||||||||
| MinRes/Albemarle | Wodgina | 90,000 | 110,000 | 110,000 | ||||||||||
| Pilbara Minerals | Pilgangoora, Australia | 43,000 | 110,000 | 143,000 | ||||||||||
| Albemarle | Atacama, Chile & Silver Peak, USA | 50,000 | 86,000 | 86,000 | ||||||||||
| Reed Ind. Minerals | Mt Marion, Australia | 54,340 | 60,000 | 60,000 | ||||||||||
| Minera Exar (Ganfeng) | Cauchari | - | 25,000 | 50,000 | ||||||||||
| China Mineral | Various | 40,450 | 50,000 | 50,000 | ||||||||||
| Orocobre | Olaroz, Argentina | 17,500 | 42,500 | 42,500 | ||||||||||
| Livent | Hombre Muerto, Argentina | 21,000 | 40,000 | 40,000 | ||||||||||
| China Brine | Various | 22,000 | 40.000 | 40,000 | ||||||||||
| Altura | Pilgangoora, Australia | 32,000 | 32,000 | 32,000 | ||||||||||
| Galaxy | Mt. Cattlin, Australia | 22,000 | 30,000 | 30,000 | ||||||||||
| Tawana | Bald Hill, Australia | 30,000 | 30,000 | 30,000 | ||||||||||
| North American Lithium | La Corne, Canada | 21,000 | 21,000 | 21,000 | ||||||||||
| AMG | Mibra, Brazil | 13,300 | 26,600 | 26,600 | ||||||||||
| Bikita | Bikita, Zimbabwe | 6,200 | 6,200 | 6,200 | ||||||||||
| Other mineral | Various Spain, Portugal. Brazil | 5,600 | 5,600 | 5,600 | ||||||||||
| Total1 | 611,390 | 1,104,900 | 1,242,900 | |||||||||||
| Sub-total brine | 158,500 | 308,500 | 388,500 | |||||||||||
| Sub-total mineral | 452,890 | 796,400 | 854,400 | |||||||||||
| Source: | Company data; Roskill estimates |
| Note: | Only includes those projects in operation or under construction |
Overall, existing producers could raise refined capacity to 816,440 tpa LCE by 2023 and 936,440 tpa LCE by 2028. Recycling could add significantly to lithium refining capacity in the mid-term.
Unless further brownfield expansion occurs, a significant number of new projects will also be required longer-term to meet consumption growth. A long list of lithium mine projects is under evaluation (amongst which are Nemaska Lithium, new lithium projects emerging in Argentina since 2016, several brine projects under evaluation in South America, including Lithium Power International, Minera Salar Blanco and Wealth Minerals who have secured development licenses to the Maricunga project in Chile. Keliber are raising finance for their project in Finland. European Metals at Cinovec, European Lithium at Wolfsburg and Sigma at Xuxa are at feasibility stage. Rio Tinto was aiming to complete a revised feasibility study on the Jadar deposit during 2018. In Canada, Critical Elements released a feasibility study on the Rose project in 2017, but the main project backer (Helm of Germany) have withdrawn from the project. Galaxy is expected to release a feasibility study on the James Bay project in 2019, with Sayona at Authier and Avalon at Separation Rapids expected to further the feasibility of their projects during 2019.
Mine projects at the feasibility study and financing stage, not included in the capacity table above, could add 382,550 tpa of capacity by the early 2020s. Not all projects at pre-feasibility study stage have a defined capacity but could add similar capacity. These projects could close the forecast long-term supply gap to base-case and high-case consumption, if existing and 2018 new producers are unable to expand.
Existing producers could raise refined capacity to 816,440 tpa LCE by 2023 and 936,440 tpa LCE by 2028, but thereafter there has yet to be any significant developments announced. Significant volumes of additional refining capacity will be required in the mid-2020s.
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In total, the major producers would account for 80-85% of mined output through integrated supply, or captive or off-take agreements with mine operators, in 2023, higher than their 70% share in 2018 but falling to 75% in 2028. Other suppliers currently accounting for 5-10% of mine and refined supply increasing to 20% market share by 2028 with 250,000 t LCE, with the majority coming from Australian spodumene producers.
The greatest uncertainty is other companies’ contribution to supply entering the market in 2019-2023. In the long-term, their contribution is necessary unless further expansion occurs at existing producers above. Their fortunes therefore largely rest on the ability of these off-takers to sell/use lithium compounds.
Roskill expects refined output to increase ahead of consumption as in a rapidly growing market (Figure 19-10). Nevertheless, the market is at risk of oversupply in the late 2010s and early 2020s given the size of expansions and the number of new mine and refined producers entering the market. Given a history of underperformance on delivering supply to market, lithium’s past problems may well cancel out predicted shorter-term oversupply.

Figure 19-10 – World Forecast Mine Supply for Lithium, 2014-2023 (000t LCE)
19.3 LITHIUM PRICES
Lithium product prices respond to variations in supply, demand, and the perceived supply/demand balance, costs and economic factors. Most commonly referenced currency for transactions is in US$. The variance in price between suppliers can be seen in the value of shipments to China over the last two years in Figure 19-11.
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Figure 19-11 – Chemical Grade Spodumene Concentrate Prices by Supplier, Q1 2017 - Q4 2018 (US$/t CIF China)
Chemical grade spodumene concentrate prices compared to refined lithium products are shown in Figure 19-12.

Figure 19-12–Prices for Chemical-Grade Spodumene Concentrate and Comparison to Refined Lithium Products 2000-2018 (US$/t LCE)
19.3.1 Outlook
Lithium carbonate is the main product produced and consumed in the lithium market, although lithium hydroxide use is growing at a faster rate. Battery-grade lithium carbonate accounted for around 70% of carbonate use in 2018. With this considered, the price of lithium carbonate is the best indicator of changes in market balance, as well as being the benchmark by which most other lithium products are priced.
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19.3.2 Battery-Grade Lithium Carbonate
The average value of imports (CIF) of lithium carbonate into key battery-grade markets from Chile and Argentina can be used as a guide to yearly average contract prices for battery-grade lithium carbonate from South American suppliers (Table 19-3). There has essentially been no consistent premium for battery-grade carbonate.
Table 19-3 – Comparison: Battery-Grade and Technical-Grade Lithium Carbonate Avg Annual Contract and Spot Price, 2009-18 (US$/t)
| 2009 | 2010 | 2011 | 2012 | 2013 | 2014 | 2015 | 2016 | 2017 | 2018 | |||||||||||||||||||||||||||||||
| DDP Spot China: | ||||||||||||||||||||||||||||||||||||||||
| Technical-grade | 5,350 | 5,259 | 5,086 | 6,238 | 6,245 | 5,846 | 6,950 | 17,272 | 19,336 | 13,909 | ||||||||||||||||||||||||||||||
| Battery-grade | 5,721 | 5,180 | 4,830 | 5,583 | 5,836 | 5,645 | 7,695 | 19,034 | 15,826 | 15,441 | ||||||||||||||||||||||||||||||
| Premium | 371 | -79 | -256 | -655 | -409 | -201 | 745 | 1,762 | -3,510 | 1,532 | ||||||||||||||||||||||||||||||
| CIF Contract: | ||||||||||||||||||||||||||||||||||||||||
| Technical-grade | 5,663 | 4,595 | 4,640 | 5,191 | 5,809 | 5,570 | 5,796 | 8,183 | 11,981 | 15,584 | ||||||||||||||||||||||||||||||
| Battery-grade | 6,190 | 5,086 | 4,741 | 4,987 | 5,229 | 5,023 | 5,858 | 8,833 | 11,729 | 14,140 | ||||||||||||||||||||||||||||||
| Premium | 528 | 490 | 101 | -204 | -580 | -547 | -65 | 650 | -252 | -1,444 | ||||||||||||||||||||||||||||||
| Source: Roskill (contract); Asian Metal (spot) | ||||||||||||||||||||||||||||||||||||||||
19.3.3 Battery-Grade Lithium Carbonate
Battery-grade hydroxide contract prices show a larger variance by destination than carbonate. This also weighs down the average price, which based on South Korea and Taiwan would be closer to US$18,500/t in 2018.
Battery-grade lithium hydroxide carries a premium to lithium carbonate of over US$1,000/t in the Chinese spot market and had carried a larger premium on a CIF contract basis until 2017 (Figure 19-13).

Figure 19-13 – Average Annual Contract Prices Battery Grade Lithium Hydroxide & Lithium Carbonate (2007-2018 (US$/tCIF))
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19.3.4 Chemical-Grade Spodumene Concentrate
Per Roskill, marginal costs of concentrate production are expected to remain between US$500–800/t LCE through 2028, if the very high cost of production from lepidolite and DSO at the upper end of the cost curve is justified by a lack of supply from other, cheaper, sources, in which case it could fall to US$400-500/t.
Roskill provided price forecasts through to 2032 for spodumene concentrate prices for the three categories of 6% spodumene lithium concentrate pricing structures, as described below. The world’s largest spodumene concentrate producer Talison Lithium in Australia practices inter-company pricing (as that company is 51% owned by Tianqui and 49% owned by Albermarle).
The three-tier pricing forecast published by Roskill is based on the following:
| • | Inter-company priced: Talison Lithium to Tianqi Lithium and Albemarle; and, NA Lithium to CATL. |
| • | Related-party priced: Reed Industrial Minerals to Ganfeng Lithium; Pilbara Minerals to Ganfeng Lithium and General Lithium; and, Altura Mining to Optimum Nano and Lionergy. |
| • | Arms-length priced: Galaxy Lithium to Blossom Lithium, Shandong Ruifu and General Lithium; AMG to General Lithium; and, Altura to Burwill Holdings. |
Prices for all contracts peaked in 2018, within a range of US$560-1,050 / tonne reflecting Talison to Tianqi/Albemarle inter-company shipments at the lower end and Galaxy to third party customers at arm’s length at the high end. Related-party contracts fell in the middle of these two end-members and remain the benchmark average to 2032. Related-party contracts are expected to fall to US$600/t by 2021 before steadily increasing into the late-2020s. Arms-length sales are expected to show a premium to related-party sales of around US$100/t, with inter-company contracts at US$100/t discount. However, if lithium carbonate and hydroxide prices increase at a greater rate going forward, the chemical-grade spodumene price could increase towards the high case scenario, and vice versa.
Spodumene concentrate pricing inputs for the FS as provided by Roskill in August 2019 are stated in
Table 19-4.
Table 19-4 – Annual Average Price Forecast Trend for Chemical Grade Spodumene, 2017-2040 (US$/t CIF)
| inter-company price | Related-party price | Arms-length price | ||||||||||
| Nominal | Real | Nominal | Real | Nominal | Real | |||||||
| 2017 | 551 | 563 | 739 | 756 | 877 | 897 | ||||||
| 2018 | 675 | 675 | 839 | 839 | 1,022 | 1,022 | ||||||
| 2019 | 550 | 590 | 650 | 639 | 550 | 540 | ||||||
| 2020 | 500 | 529 | 625 | 602 | 600 | 577 | ||||||
| 2021 | 500 | 471 | 600 | 566 | 650 | 613 | ||||||
| 2022 | 500 | 462 | 600 | 554 | 700 | 647 | ||||||
| 2023 | 510 | 462 | 610 | 552 | 710 | 643 | ||||||
| 2024 | 520 | 461 | 620 | 550 | 720 | 638 | ||||||
| 2025 | 530 | 460 | 630 | 547 | 730 | 634 | ||||||
| 2026 | 540 | 459 | 640 | 544 | 740 | 629 | ||||||
| 2027 | 550 | 458 | 650 | 541 | 750 | 625 | ||||||
| 2028 | 570 | 465 | 670 | 547 | 770 | 628 | ||||||
| 2029 | 590 | 472 | 690 | 551 | 790 | 631 | ||||||
| 2030 | 610 | 478 | 710 | 556 | 810 | 634 | ||||||
| 2031 | 630 | 483 | 730 | 560 | 830 | 636 | ||||||
| 2032 | 650 | 488 | 750 | 563 | 850 | 638 | ||||||
| 2033 | 670 | 493 | 770 | 566 | 870 | 640 | ||||||
| 2034-20401 | 590-690 | 425-574 | 690-790 | 498-668 | 790-890 | 570-734 | ||||||
| Source: | Roskill |
| Note: | Real prices adjusted to constant 2018US dollars using World GDP deflator data from the International Monetary Fund’s World Economic Outlook Database |
1 - Price range given the uncertainty over long-term, demand, supply, cost and price profile of the industry
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Arms-length sales are expected to show a premium to related-party sales of around US$100/t, with inter-company contracts at a US$100/t discount. If lithium carbonate and hydroxide prices increase at a greater rate, the chemical grade spodumene price could increase towards the high case scenario, and vice versa.
For the Reserves definition, a spodumene concentrate price of US$700.00 (CIF Shanghai) has been used based on Sigma input and in line with Roskill early years prices. For the economic analysis in Section 22, a 10-year average Roskill nominal arms-length forecast of an average nominal selling price of US$733.00 (CIF Shanghai) for the spodumene concentrate has been assumed.
19.3.5 Price Risk Factors
A number of key factors are likely to affect global commodity markets and, therefore, may impact lithium prices over the coming years, outside of cost/supply/demand fundamentals. Further, some risk factors unique to the lithium market may also impact the price in the future. Those key factors that underpin the forecasts presented above are presented below:
Global economic growth: the world economy remains fragile, albeit since 2016 there has been an improvement in sentiment if not substance. Chinese growth is slowing and impacting world markets, but not as severely as predicted. While some recovery has been seen in Europe, this remains threatened by uncertainty in certain economies, reforms, and the impact of the increasing calls to halt austerity programs. In North America, cheap shale gas and increased oil output was contributing to growth, and the election of Donald Trump as President has further improved domestic sentiment towards more rapid US gross domestic product (GDP) growth; however, this may be short-lived with protectionism of US industry potentially damaging in the long-run. A Chinese recession before 2020 cannot be ruled out, especially as debt levels continue to soar and this was the catalyst for the last recession in the west in 2008-2009, and with it, potential demand destruction in lithium and lower prices as witnessed between 2008 and 2011. Roskill has adjusted its baseline demand forecasts for all markets to show low/high scenarios should economic growth proceed at lower or higher levels than currently forecast.
Changes to the cost of production (energy and raw materials)
Changes to the cost of production (labour): of particular importance for the lithium market is the fact that China, which has historically enjoyed growth underpinned by comparatively low wages, is forecast to see a continued increase in wages over the coming decade. This may be countered by mechanised equipment, requiring less workers, however this equipment will also come at higher costs, increasing the up-front and working capital expenditure required.
Changes to freight costs: the dry bulk sector is in the midst of a heavy trough with rates sinking to historic lows at end 2015. The fall was driven by the wide availability of dry bulk tonnage, with many vessels laid-up, and waning demand in the Asia–Pacific region pushing down freight rates. There has been a small recovery in the dry bulk sector in 2017, but this has yet to materially impact costs of lithium, which are approaching historic highs. If lithium prices were to collapse, and freight rates increase as they did in the late 2000s/early 2010s, then freight would have a more pronounced impact on lithium prices, especially spodumene concentrate and DSO. The vast majority of refined lithium product is shipped by container; containerised freight rates are more variable than bulk freight and are not significant compared to the current price of lithium; however, if the latter was to fall and the former rise then freight rates would have a more pronounced impact on refined lithium products.
Changes to exchange rates: any companies that face costs denominated in their local currency but sell their products in US denominated contracts will be negatively affected by a weakening of the dollar and/or strengthening of their own currency, though most mining companies routinely hedge against exchange rate risk. A weakened renminbi (RMB) should favour domestic China producers and a weakened US$ dollar vice versa.
Capital availability: since the global financial crisis, financial losses on the equity markets have dampened enthusiasm for equity deals, many of which have fallen through. The lack of availability financing and investor interest has disproportionately affected the mining industry, which is highly capital-intensive, and has pushed up the average cost of capital paid by companies. As a result, potential new lithium projects, exploration programs and expansion plans could sustain delays or cancellations if sentiment in the wider mining sector worsens for example as a result of another global downturn.
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Stockpiling and technological developments could also have an impact on the product price.
19.4 CONTRACTS AND OFF-TAKE AGREEMENTS
19.4.1 Off-Take Agreements
Sigma has entered into a binding heads of agreement (the Agreement) for a strategic offtake and funding partnership with Mitsui & Co., Ltd. of Japan (Mitsui) for a significant portion of the funding required for the capital expenditures and construction of the Xuxa mine.
Pursuant to the Agreement, Mitsui and Sigma have agreed terms on:
Production pre-payment to Sigma of US$30,000,000 for battery-grade lithium concentrate supply of up to 55,000 tonnes annually over six years, extendable for five years
Offtake rights of a supplementary 25,000 tonnes of products over a period of six years, extendable for five years
Advancement of deposit for long-lead items in support of meeting Sigma’s Project construction schedule Strategic collaboration to leverage Mitsui’s considerable global logistics and battery materials marketing expertise as well as an agreement to continue discussions regarding additional funding for further exploration and development of Sigma’s vast mineral properties
Mitsui’s right to participate in Sigma’s future capital expenditure financings and offtake rights for production expansion with other deposits conditional to concluding a feasibility study and Mineral Reserve estimates Selling price is based on quarterly published nominal arms-length price for chemical spodumene concentrate.
Sigma is currently in negotiations with further potential off-take customers for the balance of its annual production.
19.4.2 Operations Contracts
Sigma has no contracts in place in support of operations. Any future contracts are likely to be negotiated and renewed on an annual or biannual basis. Contract terms are expected to be typical of similar contracts in Minas Gerais State.
Contracts under negotiation include the following:
19.4.2.1 Outsourcing of the Mining Contract
Mining contractors are preparing all-in cost per tonne of ore mined offers, which will include drilling and blasting, mining of both waste rock and ore, dump development and supply all the necessary mining infrastructure. The contract is planned for a 10-year period. Outsourcing of mining is very common in the lithium industry.
19.4.2.2 Outsourcing of Substations
The construction and maintenance of the two main incoming substations and three smaller non-process plant substations is currently under negotiations. This contract is planned for a 10-year period.
19.4.2.3 Outsourcing of Crushing Plant
The outsourcing of the three-stage crushing plant to produce material of +0.5mm to -9.5mm is being negotiated. Outsourcing of the crushing is very common in the lithium industry.
19.4.2.4 Road transport contract
Proposals have been requested for the transport by truck of 20,000 t of concentrate per month to the Port of Ilhéus. The contract is planned for a two-year period.
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19.4.2.5 Contract with the Port of Ilhéus
A five-year contract for storing and loading of 20,000 t of concentrate from the Port of Ilhéus is being negotiated with the local port authority.
19.4.2.6 Power contract with CEMIG
Discussions have commenced to sign a power supply contract with CEMIG.
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20 ENVIRONMENTAL STUDIES, PERMITTING AND SOCIAL OR COMMUNITY IMPACT
Harpia Consultoria Ambiental provided the write-up and translation included in this section based on the Estudo e Relatorio de Impacto Ambiental or EIS (EIA-RIMA dated 30 October 2018 and Plano de Controle Ambiental – PCA dated December 2018). These documents were prepared and issued for submittal to the authorities by NEO Soluções Ambientais and ATTO GEO Geologia e Engenheria.
20.1 ENVIRONMENTAL CONSIDERATIONS
20.1.1 Environmental Permitting
In compliance with CONAMA Resolution 09/90, the environmental licensing of mining projects is always subject to an EIS, followed by an Environmental Impact Report (EIR), which supports the technical and environmental feasibility stage of the project and the granting of a Preliminary License (Licença Previa or LP) and/or a concurrent Preliminary Licence with an Installation License (Licença de Instalação or LI), collectively referred to as the (LP + LI).
The licensing process in Minas Gerais was developed in accordance with COPAM Regulatory Deliberation N° 217, dated December 6, 2017, which sets out the criteria that must be addressed based on the size of a planned mine, and its likelihood of generating environmental damage. Sigma has applied for an environmental license for approval of open-pit mining activities in respect of metallic minerals, except iron ore, with the following parameters:
A gross production of 240,000 tpa
40 ha for tailings/waste piles
Dry and wet mineral processing plants with a capacity of 1,500,000 tpa.
A water usage license for the project of 150 m3 per hour has been granted.
The process of Concurrent Environmental Licensing Type CEL 2 LP and LI was submitted on December 20, 2018, as confirmed by receipt No. 0859841/2018, and was followed by the presentation of an EIS, EIR and an Environmental Control Plan (ECP).
The permit for the first phase of both the Preliminary License (LP) and the Installation License (LI) (i.e. for Xuxa North pit, processing plant and waste piles 1 and 2) was obtained on June 3, 2019. Approval of the Xuxa South pit and waste plies 3, 4 and 5 is expected by September 2021.
An updated economic plan (Plano de Aproveitamento Economico (PAE)) was approved by the ANM in August 2018. With these licences, construction and plant installation at the Xuxa project is approved.
Table 20-1 summarizes the granted Operations Licences, Environmental Operating Authorizations, and water leases within the Grota do Cirilo property. As indicated in the table, some of the licenses are under renewal, or are in the process of being updated.
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Table 20-1 – Granted Licences and Leases
| Permit Period | Status | ||||||
| License | |||||||
| Number | Area | License Scope | Project Phase | Phase | Begin | End | |
| 0135/1994 | 931.012/1983 | Operation | Production | Aug. 25.1994 | April 03 2003 | Expired; | |
| “Mining Group” | License | renewed in | |||||
| 2008 | |||||||
| 0029/2008 | 931.021/1983 | Operation | Production | Renewal | Aug. 14.2008 | Aug. 14.2014 | Expired, and |
| “Mining Group” | License | voluntarily | |||||
| not renewed | |||||||
| 05782/2016 | Faz. Monte Belo | Environmental | Feasibility | Oct. 05.2016 | Oct.20.2020 | Valid | |
| Operating | (pilot stage | ||||||
| Authorization | production) | ||||||
| 08190/2017 | Faz. Barreiro | Environmental | Feasibility | Nov. 14.2017 | Nov. 14.2021 | Valid | |
| Barreiro | Operating | (pilot stage | |||||
| Authorization | production) | ||||||
| 07137/2016 | Faz. Maxixe | Environmental | Feasibility | Nov. 29.2016 | Nov. 29.2020 | Valid | |
| Lavra do Meio | Operating | (pilot stage | |||||
| Authorization | production) | ||||||
| 08190/2017 | Faz. Monte Belo | Environmental | Feasibility | Nov.11.2017 | Nov.11.2021 | Valid | |
| Operating | (pilot stage | ||||||
| Authorization | production) | ||||||
| 36073/2016 | Faz. Monte Belo | Water Usage | Feasibility | Oct. 05.2016 | 0ct. 05.2019 | Valid | |
| License for | (pilot stage | ||||||
| Small Volumes | production) | ||||||
| 43150/2016 | Faz. Maxixe | Water Usage | Feasibility | Nov. 29.2016 | Nov. 29.2019 | Valid | |
| License for | (pilot stage | ||||||
| Small Volumes | production) | ||||||
| 1064/2017 | Faz. Monte Belo | Water Usage | Feasibility | May 24.2017 | May 24 2027 | Valid | |
| License for | (pilot stage | ||||||
| Small Volumes | production) | ||||||
| 02500.001337 | Faz. Monte Belo | Water Usage | Stage production | Jan 14 2019 | Jan 14 2029 | Valid | |
| / 2019-47 | License | ||||||
| 281/2019 | Grota Cirilo | Environmental | Production | June 3 2019 | June 3 2027 | Valid | |
| Preliminary | |||||||
| License | |||||||
| 218/2019 | Grota Cirilo | Environmental | Production | June 3 2019 | June 3 2027 | Valid | |
| Installation | |||||||
| License |
Sigma has developed Reclamation of Degraded Areas Plans (PRADs) and implemented them for certain past-producing areas within the Grota do Cirilo property. The plans are managed by Sigma personnel and external consultants in conjunction with the governing regulatory agencies. PRAD documentation was submitted to the Superintendência Regional do Meio Ambiente – Jequitinhonha (SUPRAM) for approval, and Sigma was granted
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approval to conduct the activities outlined in the PRAD on May 18, 2017 (per OF SUPRAM JEQ Nr 363/2017). SUPRAM has reviewed the work done under the PRAD, and on March 22, 2018 provided approval under OF. DREG.SUPRAM Jequitinhonha no. 3012/2018.
The PRADs are subject to periodic reviews and updates in response to new techniques, review of rehabilitation alternatives, adjustments for new mining activities and the restart of operations within previously mined areas.
Reviews conducted by third-party consultants William Freire and Neo Ambiental indicate that the existing environmental liabilities are related to small-scale artisanal mining that has not caused major environmental damage. Sigma is of the opinion that no rehabilitation of these areas is currently required, as rehabilitation would be conducted after Sigma’s mining activities at these deposits has been completed.
20.1.2 Baseline Studies
A summary of the baseline studies completed is provided in Table 20-2.
Table 20-2 – Baseline Studies
| Area | Comment |
| Land use | The current land uses include agriculture and subsistence farming. |
| Flora | Flora zones includes savanna, riparian forests, seasonal forests and pasture lands. Most of the biotic zones have been disturbed by man and are in the process of regeneration. |
| Archaeology and cultural heritage | No archaeological sites, indigenous lands or quilombo communities were identified in the Itinga municipal district. The Governmental Archaeological Agency inspected the proposed mine area and conformed that there is no archaeological sites |
| Special Areas | No special areas were identified. The project site is not located within a Conservation Unit |
| Fauna | Studies conducted included avifauna (birds), herpetofauna (reptiles and amphibians), terrestrial macrofauna (large and medium sized mammals) and ichthyofauna (fish). |
| A low number of endemic and specialist species were recorded in the field, demonstrating that the remaining natural areas have little capacity for the harboring of species that cannot withstand man-generated changes in their habitats. | |
| Climate | The climate is continental-dry and warm, and has two clearly defined and distinct seasons, one dry, coinciding with winter in the southern hemisphere and the other wet, coinciding with summer |
| Water | The Project is located in the Jequitinhonha River basin, spatially occupying the sub-basins of the Ribeirão Piauí and the Córrego Taquaral, which are direct tributaries of the Jequitinhonha River. |
| Soils | Three major soil types were identified, consisting of latosols and podzolic soils |
| Geomorphology | The general area is of low hills and fluvial flood plains |
| Caves | No cave systems were identified. |
| Social setting | Itinga municipality, existing local infrastructure, health status, and education status. |
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Additional studies should be completed, and would include evaluation of greenhouse gases, additional tests on the Jequitinhonha River and responses of the water to water treatment plans, noise and vibration baselines, and particulate matter baseline studies.
20.1.3 Water Considerations
All water drained and collected to settling ponds, will be recycled to water treatment and then to the process plant, or used in water trucks to spray the roads in the dry season. During the wet season, excess water from the pond will be discharged in an overflow channel. The rainfall water/effluent quality from the settling pond will meet the Brazilian Regulations parameters, according to CONAMA 430 - Section II and/or groundwater analysis. For the analysis of surface water, CONAMA 357/2005 shall be followed; for groundwater, CONAMA 396/2008 and CONAMA 420/2009.
20.1.4 Acid Rock Drainage
A preliminary assessment was conducted to identify the potential for acid rock drainage (ARD), with an emphasis on standard static tests, including modified acid base accounting (ABA), and kinetic tests, specifically the humidity cell test.
ABA tests were conducted at SGS Geosol on a total of 20 samples from five drill holes.
Using net neutralization potential (NNP) criteria, 15 samples out of the 20 samples tested are in the uncertain range, and the remaining five samples tested were non-acid generating.
The neutralization potential ratio (NPR), which is based on the ratio between acid generation potential (AP) and neutralization potential (NP), was evaluated. Thirteen samples were non-acid generating, but four samples had 1<NPR<2 suggesting potential for acid generation.
In addition to the above test work on 20 samples, SGS Lakefield conducted a single humidity cell test. The tested sample had ten-parts waste rock (schist) and one-part DMS tailings. Findings include:
The pH fluctuated between 6.55 and 7.31, which is in a circumneutral pH range (6.5–8.3). In general, measured alkalinity values were much greater than measured acidity, which is indicative of dominant buffering capacity conditions
The electrical conductivities of weekly collected effluent ranged from 32 to 95 mS/cm, which is indicative of low ionic constituents of water
Some heavy metals and toxic elements, such as As and U, were detected by analysis of effluent chemistry, but their corresponding concentrations were generally much lower than is permitted by the Canadian guideline for drinking water
The ABA test result on the humidity cell sample suggested 5.15 kg CaCO3/t for NP and 2.5 kg CaCO3/t for AP. Based on the ABA test result and the depletion rate calculation over the course of the humidity cell, the sulphide content in the waste depleted at a faster rate than the sample NP, which suggests negligible acid or metals release for this composite sample
It was concluded that localized ARD generation may occur due to the presence of pyrite and reactive sulphur bearing minerals in the waste rock and tailings.
Supplementary laboratory tests are planned in accordance with the Canadian Mine Environment Neutral Drainage (MEND) procedures for acid rock drainage (ARD) definition and control for waste rock, tailings (+0.5 mm and -0.5 mm) and combined waste and +0.5 mm tailings as follows:
Waste rock: modified ABA tests on new set of samples, net acid generation testing (NAG) and humidity cell kinetic testing (4 cell tests: mix of samples with ARD generating conditions, mix of samples with uncertain conditions, +0.5 mm tailings and -0.5 mm tailings)
Tailings (+0.5 mm and -0.5 mm): modified ABA tests
Combined waste and +0.5 mm tailings: XRF and XRD analyses.
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20.2 PERMITTING CONSIDERATIONS
Sigma has obtained all major licenses and permits except for the final operation license (LO) as stated in sub-section 20.1.1.
20.2.1 Authorizations
20.2.1.1 Federal
SMSA is the owner of the mining rights registered under DNPM Nº824.692/1971, and the holder of Mining Concession Ordinance N°1.366, published on October 19, 1984. In 2018 a new Economic Development Plan (EDP) was registered with the National Department of Mineral Production (DNPM) and the National Mining Agency (ANM), which was approved on November 16, 2018.
20.2.1.2 State
The environmental licensing process for the project was formalized on December 20, 2018, in accordance with protocol 0859841/2018, under type CEL 2 (LP + LI), in accordance with DN 217/20171.
In order to formalize the Concurrent Environmental Licensing process CEL 2 LP and LI, the EIS, EIR and ECP, listed in Basic Guidance Form (BGF) No 0751216/2018 A were submitted as required.
The approval process involves a technical and legal analysis conducted by the environmental regulator. Upon being granted the LP + LI, the company must build the project, comply with the environmental conditions established in the LP + LI certificate and finally, apply for the Operation License in order to begin operational activities.
The formalization of the environmental licensing process also includes the requesting and granting of the environmental intervention authorization.
20.2.1.3 Environmental Intervention Authorization - EIA
The environmental intervention process was applied for on December 20, 2018, under registration No 0859842/2018.
The purpose of this authorization is to allow for environmental intervention in an area of about 63.9 ha of native vegetation. Current legislation (Federal Law 11.428 / 2006) establishes a mining enterprise as a public utility, and therefore allows for intervention in the form of the removal of vegetation that is in the middle stage of regeneration, provided the proper environmental and forestry compensation is applied. The compensations listed in Table 20-3 will therefore apply to the project:
Table 20-3 – Applicable Environmental Compensation
| Compensation | Situation | Legislation |
| Environmental | Ventures of significant environmental impact. | SNUC Law N° 9.985/2000, dated 18 July 2000. |
| Suppression of Vegetation | Mining ventures that depend on the removal of vegetation in the advanced and medium stages of regeneration. | DN COPAM N°73/2004, dated 8 September 2004, Law N° 11.428, dated 22 December 2006 and IEF Ordinance N° 30, dated 03 February 2015. |
| Mining | Mining venture that depends on the removal of native vegetation. | Law N° 20.922, dated 16 October 2013 and IEF Ordinance N° 27, dated 07 April 2017. |
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20.2.1.4 Water Usage Permit
Sigma has been granted a permit for 150 m3/h of water from the Jequitinhonha river for all months of the year by the Agencia Nacional das Águas (ANA) for a period of 10 years. The process was formalized in February 2019 under registration number 02501.004570/2018-91.
20.2.2 Municipal
The project must comply with municipal legislation and the declarations issued by the Itinga town council.
20.2.3 Surface Rights
Sigma has a lease agreement with Miazga, owner of the Poço Danta-Paiuí, Poço Danta and Poço Dantas Farms, to carry out mining activities on its properties. These farms include Legal Reserves (LR) which are preserved and registered in the National Rural Environmental Registration System (NRERS), in accordance with Law N° 12.651, dated May 25, 2012. The location of the properties and the respective Legal Reserves are:
| ● | The Poço Danta-Piauí Farm has a total area of 86.5415 ha, of which 17.3083 ha is designated a Legal Reserve (LR), preserved for the native species of the region, and which shall not be less than 20% of the total property. The reserve will not be affected by the proposed mine. |
| ● | The Poço Danta Farm has a total area of 97.3467 ha, of which 19.4693 ha is designated a Legal Reserve (LR), preserved for the native species of the region, 20% of the total property. The reserve will not be affected by the planned mine. |
| ● | The Poço Dantas Farm has a total area of 80.00 ha, of which 16.00 ha is designated a Legal Reserve (LR), preserved for the native species of the region, 20% of the total property. The reserve will not be affected by the proposed mine. |
Figure 20-1 shows the locations of the farms and protected areas.

Figure 20-1 – Location of Areas of Interest and Properties
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20.3 SOCIAL CONSIDERATIONS
20.3.1 Project Social Setting
The project is located in the properties known as Poço Dantas Farm, Poço Danta Farm and Poço Danta-Piauí Farm, in the rural area of Itinga. Research by the Brazilian Institute of Geography and Statistics (IBGE) (2010) indicates that Itinga has a population of 14,407 inhabitants.
There are few “neighbouring” communities. The closest significant communities to the project are: Ponte do Piauí, Poço Dantas and Taquaral Seco, located 0.40 km, 0.71 km, and 1.50 km, respectively. Slightly further away, but still potentially affected by planned mining activities, is the district of Taquaral de Minas (4.27 km).
The areas surrounding the project are sparsely populated, with little vehicular traffic. The villages are mainly concentrated along BR 367 and in the municipal district of Araçuaí, which has approximately 40,000 inhabitants. The main economic activities of the region are agriculture and small livestock farming.
20.3.2 Sigma Consultations
Sigma maintains an excellent relationship with the communities throughout the municipalities of Itinga and Araçuaí, having held regular meetings and consultation sessions with local stakeholders over the last five years. The development of mining activities by Sigma in the Jequitinhonha Valley is viewed by both communities as an important economic driver in the region, which has been significantly impoverished by regular droughts afflicting the semi-arid region.
As part of its engagement in promoting the development of the region, SMSA has sponsored the creation of a regional multi-jurisdictional commission and held a symposium for this commission to discuss regional development joint initiatives at its operational headquarters in Itinga on December 13, 2017. Three Minas Gerais state attorneys, one Federal state attorney, two officers from the Ministry of Defense, two officers from Departmento de Ciência e Tecnologia Aeroespacial (DCTA), and one director from IBRAM in Minas Gerais State, were in attendance.
In support of local community relationships, Sigma was formally recognized in the local business environment by the mayor of Itinga on December 30, 2017.
Sigma held six meetings in 2018 with representatives from communities within the Grota do Cirilo area to discuss the Project. These meetings provided opportunities for Sigma to understand community expectations for the Project. Meetings were held as follows:
| ● | October 12 and October 24, 2018: community of Taquarl Seco |
| ● | October 13 and October 25, 2018: community of Piaui-Poco Dantas |
| ● | October 14 and October 26, 2018: community of Ponte Piuai |
The meetings indicate that Sigma has had a positive community impact and the general opinion of the local communities is that Sigma has already generated more employment opportunities and improved some of the local infrastructure.
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20.4 EVALUATION OF ENVIRONMENTAL IMPACTS AND MITIGATION ACTIONS
Table 20-4 provides a summary of planned environmental impact minimizing measures.
Table 20-4 – Environmental Impact Minimization Measures
| Minimization Measures | Objectives |
| Program for the management and control of water resources and effluents | The program aims to adopt environmental control measures through the treatment of domestic and industrial effluents originating from the implementation and operation of the venture. |
| Program for the implementation of a system of drainage erosion control | The objective is to establish measures to conserve soil and water, through the implementation of a rainwater drainage system employing specialized techniques. |
| Program for controlling atmospheric emissions and noise and vibration levels | This program aims to promote, by technical means, the prevention and control of atmospheric emissions and the levels of noise and vibrations from mining activities. |
| Solid Waste Management Program | To establish proper procedures for the management of the solid waste generated during the installation and operation of the mine, by reducing the generation, handling, packaging, storage, transportation, treatment and final disposal of the same, in accordance with current regulations. |
| Reuse of tailings program | The objective of this report is to describe the feasibility of the use of the tailings/waste generated by the process of exploitation of pegmatite of the Sigma mining venture. |
| Environmental Education Program – EEP | The EEP has the general aim of mobilizing and raising the awareness of employees and the community located in the Area of Indirect Influence (AII) of the venture, regarding the importance of environmental conservation, through activities that seek to raise awareness of the topics addressed. |
| Program of prioritization and professional training of human resources and local suppliers | Create strategies of human resource training to provide opportunities for growth and development for the internal workers of the company and the region through courses focused on the importance of the enterprise, in partnership with the public and private educational institutions of the region. |
| Accident prevention and public health program | Adopt measures to ensure the integrity, health and safety of employees, as well as comply with Regulatory Standard NR-22, which establishes obligations upon employers to coordinate, establish and implement measures of employee safety and health. |
| Social communication program | To promote practices of social and environmental responsibility, based on ethics and the transparency of information related to the enterprise. Develop continuous and transparent communication between the company, the local community and inspection agencies. |
| PPA and Legal Reserve maintenance program | To guarantee the conservation of the Permanent Preservation Areas (PPA) and Legal Reserve (LR) and provide compensation to avoid the loss of flora species, mainly aquatic macrophytes, to sow propagules, to protect the water body and to care for fauna by offering suitable areas for their survival. |
| Program for the rescue and prevention of flight of local wildlife | The Fauna Rescue Program aims to avoid the mortality of the fauna and allow animals to continue occupying the region, as well as to contribute to the scientific research into the fauna during the removal of the vegetation by the mining project. |
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| Minimization Measures | Objectives |
| Endangered and threatened species rescue program | The objective is to rescue matrices of endangered species, whether endemic or of great socioeconomic importance in the area. These should be housed in a greenhouse (seedling nursery) for future reintroduction in the areas to be recovered. |
| Management and environmental supervision plan | The Plan should ensure that programs related to all types of activities are developed in a rigorous manner in compliance with legislation. |
| REHABILITATION MEASURES | AIMS |
| Degraded Area Recovery Plan (DARP) | The main objective of this plan is to restore areas that will be affected by the mining process in the area, through the application of recovery techniques, such as the planting of vegetation, seeking a harmony between the environment and human beings. |
| COMPENSATION MEASURES | AIMS |
| Environmental compensation | Repair to an equivalent degree, based on the negative environmental impacts that cannot be mitigated. “Environmental compensation may only be used if a sine qua non condition is met, which is the full demonstration of the partially or totally irrecoverable nature of the adversely affected environment.” |
| Mine closure plan | The closure plan is based on assessments of available technical information and local conditions throughout the life of the venture. |
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20.5 WASTE AND WATER MANAGEMENT
Provision has been made for the waste rock and tailings piles for storage of waste rock from the mining pit and the tailings from the process plant.
Co-disposal of waste rock and tailings is planned for waste piles 1 and 3. These waste rock and tailings piles will be designed to rigorous geotechnical and environmental standards.
There are several options for the management and closure rehabilitation of these facilities. These include capping with a stable cover that minimises potential for erosion and supports revegetation (refer to Section 20.7). For water management refer to Section 20.1.3.
20.6 RELATIONS WITH STAKEHOLDERS
Sigma understands and accepts the importance of proactive community relations as an overriding principle in its day-to-day operations as well as future development planning. The company therefore structures its community relations activities to consider the concerns of the local people and endeavors to communicate and demonstrate its commitment in terms that can be best appreciated and understood to maintain the social license to operate.
The Jequitinhonha valley is the poorest region in Minas Gerais which is plighted by poverty and is in the lowest quartile of the Human Development Index (HDI). Sigma will be the largest investment and operation in the area by a factor of ten and the project will be transformational to the local communities. The largest direct economic benefit is that Sigma is subject to a 2% royalty on revenue which is divided between Federal Government, State Government and Local Government. Secondly a portion of the taxes on local procurement of goods and services is shared with the Local Government.
These incomes from the royalty and tax is a most important source of funding for local Government and Sigma will be the largest direct contributor in the region. Sigma will be by far the largest employer in the region with an estimated 500 direct jobs being created with three to four times this number being indirect.
Farming in the area is small scale subsistence type as the area is semi-arid. There will be minimal impact on the farms neighbouring the Grota do Cirilo property. It is envisaged that Sigma employees and the contractor workforce will live in the cities of Araçuaí and Itinga.
Strict environmental management plans will be in place to minimize the project environmental footprint. An example is that 90% of the process water will be re-circulated and there will be zero run-off water from the site, except during the wet season, where excess water from the pond will be discharged in an overflow channel. The process will use dry stacking technology and no slimes dam will be built. Regular environmental monitoring will be conducted, and results will be shared with the local communities.
Sigma has identified and continues with consultations/engagements with numerous stakeholders in support of the project development which include the following:
Communities
Local municipal authorities of Intinga and Araçuaí
Religious leaders in Itinga and Araçuaí
The University of UNIP and Youth leaders in Araçuaí
Regional Town Hall meeting with General Public and Commercial Society
Consultations with local communities of Taquarl Seco, Poco Dantes and Paiu
Local Environmental authority of Araçuaí and Itinga
Regulatory and Government institutions
Federal Department of Mines (ANM) in Brasilia
Minas Gerais Department of Mines (ANM) in Belo Horizonte
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State Environmental Regulator (Supram) in Belo Horizonte
Regional Supram regulator in Diamantina
FINEPA (Financiadora de Estudos e Projectos) in Rio de Janeiro
INDI the Minas Gerais Agency responsible for the Promotion of Investment and Exports
Sigma has sponsored a number of local sporting and community invents in Araçuaí and Itinga. The company has donated materials for the building and repairing of roads in Itinga and continues to be supportive of community needs. There have been numerous site visits from representatives of various governmental regulator bodies, governmental agencies as well as from various regional and state Universities.
20.7 REHABILITATION AND CLOSURE PLANNING
The rehabilitation and closure plan consist of three main stages:
| 1. | Decommissioning planning |
| 2. | Execution of decommissioning |
| 3. | Implementation of the socio-environmental and geotechnical follow-up and monitoring actions of the post-closing. |
Closure planning will include provision for dismantling and removal of buildings and infrastructure. Where possible, material will be sold for scrap. Heavy vehicles and equipment are planned to be sold for scrap. Waste piles will be graded as needed, capped with a vegetation suppression layer and revegetated with herbaceous-shrub species. A final protective cover can be placed over the pile to facilitate revegetation and minimize erosion, at which point the sedimentation pond may be decommissioned. A cap layer of soil will be placed and seeded on the open pit berm areas. A fence will be built around the open pits, and all mine haul roads will be blocked off.
Sigma has confirmed that there are no requirements for reclamation bonds.
20.7.1 Decommissioning Planning
The decommissioning planning comprises the following basic activities:
| ● | Study of alternative uses or dismantling of the buildings, materials and equipment |
| ● | Study of the local environment |
| ● | Preparation of the Closure Plan. |
20.7.2 Execution of Decommissioning
The Xuxa pit will be closed after its planned mine life of just over nine years. However, as Sigma is actively working on mining studies to assess other deposits in the Grota do Cirilo area, it is likely that the process plant could remain operational after the Mineral Reserves at the Xuxa deposit are exhausted. The following assumptions were considered for the execution of the decommissioning (Table 20-5).
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Table 20-5 – Environmental Impact Minimization Measures
| Area | Activity |
| Dismantling buildings and infrastructure | All facilities and equipment will be deactivated, dismantled, demolished and removed from the development area, except for the equipment described below |
| The donation or reuse of the facilities by the local public authority or nearby communities or | |
| properties is not foreseen | |
| Due to outsourcing of the mine operation, the support infrastructure is not included in this decommissioning plan, except for the sewage treatment plant, the diesel supply unit and the potable water reservoir tank | |
| For transportation cost calculation, we are considering that the scrap will be sold to companies located in Belo Horizonte-MG or equivalent distance at most | |
| The materials whose sales price as scrap are less than the cost of transport to the scrap companies or that have no buyer market will be placed in the pond #1 or in mine pit #1 (north), provided they comply with environmental legislation | |
| The CEMIG substation, and its access, will not be decommissioned | |
| The Sigma substations will be decommissioned, and the electro-centre will be sold as scrap | |
| The electro-centres, transformers and other substation equipment will be sold as steel or iron scrap. For these items the separation between steel / iron and copper will not be made. The insulating oil of the transformers will be delivered, against payment, to a company specialized in the treatment and disposal of this type of oil | |
| The removal of primary coating of the accesses are not considered in this decommissioning plan; Buildings built in masonry will be demolished and the demolition waste (concrete, masonry material) will be placed in the pond #1 or in mine pit #1 (north). The rebars will not be separated from the concrete | |
| Modular buildings will be disassembled, and the panels will be placed in the pond #1 or in mine pit #1 (north) | |
| Items that will be sold as scrap: air conditioning, ventilation equipment, steel structures, metallic tiles, above ground Carbon Steel piping | |
| Underground piping for water and sewage, as well as rainwater drainage systems will not be removed; | |
| Above ground PVC piping will be placed in the pond #1 or in mine pit #1 (north) | |
| Heavy mobile and surface equipment | Mechanical equipment will be sold as scrap by weight, therefore, it will not be necessary to verify the operating and safety conditions before removal |
| The equipment will not be dismantled for removal, except for equipment whose dimensions do not allow transportation in a single piece, which must be dismantled or cut | |
| Fuel tanks will be cleaned internally for residual diesel removal and will be sold as scrap | |
| The tanks and other FRP (Fiberglass Reinforced Polymer) equipment that make up the Water Treatment Station will be placed in the pond #1 or in mine pit #1 (north), after being reduced to smaller pieces | |
| The sewage treatment plants will be drained and washed with calcium hypochlorite solution for disinfection. The FRP components will be placed in the pond #1 or in mine pit #1 (north) and the mechanical and electrical equipment will be sold as scrap | |
| All fluids will be removed from the equipment prior to transportation and classified as lubricants, oil insulation and other fluids containing contaminants that will be destined to specialized companies that will reprocess and/or incinerate these products | |
| The desiccant material used in the compressed air dryers will be removed and placed in the pond | |
| #1 or in one of the mine pits | |
| Electric cables and trays will be removed and sold as scrap. The conduits shall be removed and placed in the pond #1 or in mine pit #1 (north) | |
| The fiber optic cables will be removed and placed in the pond #1 or in mine pit #1 (north) Concrete posts will be removed and placed in the pond #1 or in mine pit #1 (north), the luminaires will be sold as scrap and the lamps sold and companies specialized in reprocessing and discarding of lamps | |
| Telecommunication equipment, access control and instruments will be sold as scrap | |
| Due to outsource mine operation, the mine operating equipment / heavy mobile equipment are not included in this decommissioning plan. | |
| Restoration | Restoration shall be executed according to the specific characteristics of the land where the project is located. The objective will be to reconstitute the vegetal cover of the soil and the establishment of the native vegetation after the operation of the enterprise. |
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| Area | Activity |
| In the post-closure phase, the monitoring program should be carried out, to follow the conditions of physical and biological stabilization of the areas to ensure the adequate restoration of the ecosystem | |
| Waste rock & dry tailing co-disposal stockpiles / waste rock disposal stockpiles / overburden pile | The waste piles will be graded as needed, capped with a vegetation suppression layer and revegetated with herbaceous-shrub species. A final protective cover can be placed over the pile to facilitate revegetation and minimize erosion, at which point the sedimentation pond may be decommissioned |
| Water management | The removal of the suppressed vegetation and the topsoil, topographic review and slope cover and surface drainage should be specified and performed. |
| Site safety | To ensure site safety a fence must be built around the mine pit and to block the mine haul road. This fence may be made of barbed wire. |
| New & used controlled products | Not applicable. Use of controlled products in mine operation is not part of the Closure Planning. |
| Soils and contaminated materials | For areas of the mine support facilities and processing plant, it is recommended to carry out environmental liability assessment studies, particularly in locations of fuel tanks, substations, among others, where there may be spillage and consequent contamination of soil and water. If necessary, a company specializing in safety disposal could be hired. |
| Open pit | For revegetation of the open pit berm areas, a cap layer of soil shall be placed and seeded. A fence shall be built around the open pit. |
| Financial guarantee | Sigma has confirmed that there are no requirements for reclamation bonds. |
| (reclamation bonds) |
20.7.3 Monitoring Program and Post-Closure Monitoring
In the post-closure phase, a socioenvironmental and geotechnical monitoring program will be carried out, to support ecosystem restoration or preparation for the proposed future use.
The monitoring program will collect soil and diversity of species on an annual basis, continuing for a five-year period after mine closure.
20.8 PHASE 2 BARREIRO PEGMATITE ENVIRONMENTAL WORK
The information provided in this section is based on the Environmental Impact Study and Environmental Impact
Report (EIA – RIMA) prepared by Vetor Ambiental e Urbanística on May 20, 2021.
20.8.1 Considerations
The Environmental Impact Study - EIA and its respective Environmental Impact Report - RIMA will be submitted to the regulatory agency, Bureau of Priority Projects - SUPPRI, as a supporting document to obtain a Preliminary License - LP and an Installation License - LI for Grota do Cirilo Project - Barreiro Pegmatite.
Considering the parameters defined by the current laws and regulations, CONAMA Resolution 09/90, the environmental licensing of mining projects is conditioned to EIA/RIMA submission, and these studies are the main technical resources to assess project feasibility.
This document has been drafted by a multidisciplinary technical team in strict compliance with the relevant laws and regulations, as well as with the General Reference Term for Mining made available by the State Secretariat for the Environment and Sustainable Development - SEMAD on its website, outlining criteria and guidelines for EIA/RIMA execution and drafting.
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20.8.2 Environmental Licensing
The project falls under the Concurrent Environmental Licensing modality - LAC1, according to Environmental Policy Council - COPAM Normative Deliberation - DN No. 217/2017. In this modality, the stages of environmental feasibility, installation, and operation of the project will be analyzed in consecutive phases and a Preliminary License - LP and an Installation License will be granted if all stages are approved.
The environmental licensing process started in October 2020 and will be formalized with the submission of the technical studies requested through the Environmental Licensing System - SLA, request No.: 2020.10.01.003.0003780 for the production of: 1,500,000 t/year for open pit mining and 251.89 ha for waste heaps. According to the application to be filed, the project is predominantly classified as Class 4, location criterion 1, defined by the following activities, which have been analyzed individually:
| ● | A-02-01-1 - Gross production of 1,500,000 t/year from open pit mining; |
| ● | A-05-04-6 - Tailing/waste heap of ornamental and coating rocks, pegmatites, gemstones, and non-metallic minerals. |
| o | Waste piles 01: 20.37 ha |
| o | Waste piles 02: 21.39 ha, |
| o | Waste piles 03: 29.80 ha, |
| o | Waste piles 04: 14.61 ha, |
| o | Waste piles 05: 165.72 ha. |
Sigma Mineração S.A. has a certificate of Concurrent Environmental License (LP + LI) No. 281, granted on October 8, 2019, valid for 06 years. This license refers to Grota do Cirilo Project - Xuxa Pegmatite - North Pit, where the following structures were licensed:
| ● | The mine pit (open pit mining); |
| ● | Tailings; |
| ● | Dry Ore Treatment Unit and Wet Ore Treatment Unit; |
| ● | Supply stations. |
The mineralized material proposed to be mined in the Barreiro Project will be processed in the Ore Treatment Unit part of the aforementioned license. Table 20-1 summarizes the Environmental Licenses granted, Environmental Authorizations and Water Grants required for project operation. As indicated in the table, some of the licenses are being renewed or updated.
The studies carried out describe and analyze the physical, biotic, and socioeconomic environments to describe and interpret the resources and processes that may be affected by the activities planned for the project. Elements vulnerable to direct or indirect impacts to be caused by the project have been identified and analyzed, considering project planning, installation, operation, and decommissioning, focusing on the most significant aspects.
This is intended to provide an overview of the situation of the environment susceptible to the impacts generated by the project, whether such impacts are positive or negative, for a comparison between the current condition of the area and the scenario foreseen after project approval and implementation.
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20.8.3 Baseline Studies
A summary of the studies performed can be found in the Table 20-6 below.
Table 20-6 – Environmental Studies
| Area | Comment |
| Land use | The current land uses include agriculture and subsistence farming. |
| Flora | Flora zones include savanna, riparian forests, seasonal forests and pasture lands. Most of the biotic zones have been disturbed by man and are in the process of regeneration. |
| Archaeology and cultural heritage | No archaeological sites, indigenous lands or quilombo communities were identified in the Itinga municipal district. The Governmental Archaeological Agency inspected the proposed mine area and conformed that there are no archaeological sites |
| Special Areas | No special areas were identified. The project site is not located within a Conservation Unit |
| Fauna | Studies conducted included avifauna (birds), herpetofauna (reptiles and amphibians), terrestrial mammalian fauna (large and medium sized mammals) and ichthyofauna (fish). |
| A low number of endemic and specialist species were recorded in the field, demonstrating that the remaining natural areas have little capacity for the harbouring of species that cannot withstand man-generated changes in their habitats. | |
| Climate | The climate is continental-dry and warm, and has two clearly defined and distinct seasons, one dry, coinciding with winter in the southern hemisphere and the other wet, coinciding with summer |
| Water | The Project is located in the Jequitinhonha River basin, spatially occupying the sub-basins of the Ribeirão Piauí and the Córrego Taquaral, which are direct tributaries of the Jequitinhonha River. |
| Soils | Three major soil types were identified, consisting of latosols and podzolic soils |
| Geomorphology | The general area is of low hills and fluvial flood plains |
| Caves | No cave systems were identified. |
| Social setting | Itinga municipality, existing local infrastructure, health status, and education status. |
Additional studies are underway and would include greenhouse gas assessment, additional tests on Piauí River and water responses to water treatment plans, noise and vibration baselines, and particulate matter baseline studies.
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Figure 20-2 to Figure 20-4 show examples of the avifauna, herpetofauna and terrestrial mammalian fauna respectively that were recorded on the Barreiro project property.

Figure 20‐2: Avifauna: A) Nest of Red Ovenbird; individual of B) Red‐Cowled Cardinal, C) Grassland Sparrow; D) Smooth‐billed
Ani;
E) Rufous‐collared Sparrow; F) Tropical Kingbird; G) Burrowing Owl and H) Yellow‐chevroned Parakeet.

Figure 20‐3: Herpetofauna: A) Neotropical Ameiva, B) Tropidurus oreadicus, C) Leptodactilus fuscus; D) Tegu; E) Rhinella granulosa and F) Rhinellaschneideri.
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Figure 20‐4: Terrestrial mammalian fauna: A) wild dog; B) skunk; C) big‐eared opossums; and D) footprint of Procyon cancrivorus.
20.8.4 Water Considerations
Rainwater will be drained and collected in decantation ponds, which will then be treated and will follow to water trucks used to spray roads during the dry season. This will reduce the volume of water taken from Jequitinhonha River. During the rainy season, excess water from the ponds will be discharged into an overflow channel. The quality of reused water will follow the Brazilian Regulation, under CONAMA 357/2005; CONAMA 396/2008, and CONAMA 420/2009.
It should be noted that Barreiro Project will not require new water consumption since Sigma already has a Water Use Grant, license No. 02500.001337 / 2019-47
20.8.5 Considerations about the Permit
Sigma has obtained all major licenses and authorizations, except the final operating license (LO), as stated in subsection 20.8.2.
20.8.5.1 Authorizations
20.8.5.1.1 Federal
Concerning Mineral Rights, Sigma Mineração holds right No. 931.021/1983, which comprises a group of mining concessions, as listed below:
| ● | 824.695/1978; |
| ● | 810.345/1968; |
| ● | 005.804/1953; |
| ● | 832.075/2001; |
| ● | 831.116/2016; |
| ● | 9135/1967. |
The Mineral Right No. 804.541/1971 is in the Mining Application phase. The operation of the project will start after the granting of the mining concession and the environmental license. Sigma will apply to the ANM for the mining easement areas necessary for project implementation, in a total of 388.49 ha, to house waste heaps, pits, and accesses. So far, the company has carried out research works only in the area. Mining activities will begin according to the company’s strategic planning, and social and environmental reorganization. The Figure 20-5 below shows the Status Plan, with traversing location of ANM mining applications.
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Figure 20-5 – Project Status Plan with Mining Applications
20.8.5.1.2 State
The project’s environmental licensing process will be formalized through the Environmental Licensing System (SLA) on an online platform as per DN 217/20171. To formalize the LAC1 Concurrent Environmental Licensing process (LP + LI), the EIA / RIMA, the Environmental Control Plan - PCA, and the Degraded Area Recovery Plan - PRAD must be submitted, as required.
The approval process includes a technical and legal analysis carried out by the environmental regulatory agency. Upon obtaining the LP + LI, the company must implement the project complying with the environmental conditions established in the LP + LI certificate to be obtained after appreciation by the regulatory agency. Finally, the company will apply for the Operating License to start operating activities. Environmental licensing process formalization also includes applying for and granting of the authorization for environmental intervention.
20.8.5.1.3 Environmental Intervention Authorization - AIA
The purpose of this authorization is to allow environmental intervention in an area of approximately 65.9 ha of native vegetation. The current legislation (Federal Law 11.428 / 2006) provides for mining projects as a public service and, therefore, allows intervention in the form of clearance of the vegetation that is in an intermediate stage of regeneration and removal of protected species, provided they are properly entered in an inventory list and the proposed reforestation plan is legally enforced. The compensations listed in Table 20- will therefore apply to the project:
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Table 20-7 – Environmental Compensations
| Situation | Legislation | |
| Environmental | Ventures of significant environmental impact. | SNUC Law N° 9.985/2000, dated 18 July 2000. |
| Suppression of Vegetation | Mining ventures that depend on the removal of vegetation in the advanced and medium stages of regeneration. | DN COPAM N°73/2004, dated 8 September 2004, Law N° 11.428, dated 22 December 2006, and IEF Ordinance N° 30, dated 03 February 2015. |
| Mining | Mining venture that depends on the removal of native vegetation. | Law N° 20.922, dated 16 October 2013 and IEF Ordinance N° 27, dated 07 April 2017. |
20.8.5.1.4 Water Use Authorization
Sigma was granted 150 m3/h of water from Jequitinhonha River every month of the year by the National Water Agency (ANA) for a period of 10 years. The process was formalized in February 2019 under registration number 02501.004570 / 2018-91.
20.8.5.2 Municipal
The project must comply with municipal legislation and declarations of the City Council of Itinga.
20.8.5.3 Surface Rights
Sigma is under commercial negotiation with landowners located in the area of Barreiro Pegmatite Project. Negotiations for the lease or purchase of properties are carried out in accordance with the current legislation and are not considered to be obstacles to project implementation in the region. It is worth mentioning that this region is characterized by a low-income population, and any money generated, whether by sale or lease, creates expectations for the players involved. The area covered by the project occupies 5 rural properties. Table 20- shows the surface areas, the properties, and their respective legal reserve areas.
Table 20-8 – Environmental Compensations
| Owner | Property | Municipality | Property area (ha) |
Used area (ha) | Legal reserve (ha) |
| - | Property 01 | Itinga | 89.94 ha | 6.4 | 19.26 Proposed |
| Sigma | Property 02 | Itinga | 127.92 ha | 71.38 | 55.81 Registered |
| Sigma | Property 03 | Itinga | 30.40 ha | 11.4 | No data |
| - | Property 04 - Fazenda Brejo | Itinga | 1,377.73 ha | 37.098 | 307.72 Registered |
| - | Property 05 - Diguinho | Itinga | No data | No data | No data |
20.8.6 Social Considerations
20.8.6.1 Social Setting of the Project
The project is located on properties called Fazenda Brejo, in the rural area of Itinga. Research by the Brazilian Institute of Geography and Statistics (IBGE) (2010) indicates that Itinga has a population of 14,407 inhabitants.
Barreiro Community is located approximately 22 km from the urban area of the municipality of Araçuaí, located near BR 367 highway, with part of its territory on the left bank and part on the right bank of Piauí River, being characterized by a low-income population with little access to healthcare and education.
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The surrounding areas of the project are sparsely populated, with few vehicles traveling by. The communities are mainly concentrated along BR 367 highway and in the municipality of Araçuaí that has approximately 40,000 inhabitants. The main economic activities in the region are agriculture and livestock.
20.8.6.2 Sigma Consultations
A quantitative and qualitative analysis was carried out in the entire project area to collect information about the social and environmental perception of Barreiro community regarding project implementation.
GPS Garmin 64s and Etrex 10 socioeconomic forms were used to map out households in the field, during the interviews, and a camera was used for photography recording.
The Form used during the interviews aimed to collect information about the socio-environmental status of the population, such as the economic activities carried out on the properties and basic infrastructure (water, energy, and sewage), as well as any expectations regarding the project. The meetings took place between the 20th and the 23rd March 2021 and the community strongly supported Sigma project. When interviewees were questioned about the potential benefits of the project for local families and the region, they mentioned employment, increased income, contributing to local development, and improved road infrastructure.
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20.8.7 Assessing Environmental Impacts and Mitigation Actions
Table 20- summarizes the measures that have been planned to minimize environmental impact.
Table 20-9 – Measures to Minimize Environmental Impacts
| Minimization Measures | Objectives |
| Program for the management and control of water resources and effluents | The program aims to adopt environmental control measures through the treatment of domestic and industrial effluents originating from the implementation and operation of the venture. |
| Program for the implementation of a system of drainage erosion control | The objective is to establish measures to conserve soil and water, through the implementation of a rainwater drainage system employing specialized techniques. |
| Program for controlling atmospheric emissions and noise and vibration levels | This program aims to promote, by technical means, the prevention and control of atmospheric emissions and the levels of noise and vibrations from mining activities. |
| Solid Waste Management Program | To establish proper procedures for the management of the solid waste generated during the installation and operation of the mine, by reducing the generation, handling, packaging, storage, transportation, treatment, and final disposal of the same, in accordance with current regulations. |
| Reuse of tailings program | The objective of this report is to describe the feasibility of the use of the tailings/waste generated by the process of exploitation of pegmatite of the Sigma mining venture. |
| Environmental Education Program – EEP | The EEP has the general aim of mobilizing and raising the awareness of employees and the community located in the Area of Indirect Influence (AII) of the venture, regarding the importance of environmental conservation, through activities that seek to raise awareness of the topics addressed. |
| Program of prioritization and professional training of human resources and local suppliers | Create strategies of human resource training to provide opportunities for growth and development for the internal workers of the company and the region through courses focused on the importance of the enterprise, in partnership with the public and private educational institutions of the region. |
| Accident prevention and public health program | Adopt measures to ensure the integrity, health, and safety of employees, as well as comply with Regulatory Standard NR-22, which establishes obligations upon employers to coordinate, establish and implement measures of employee safety and health. |
| Social communication program | To promote practices of social and environmental responsibility, based on ethics and the transparency of information related to the enterprise. Develop continuous and transparent communication between the company, the local community, and inspection agencies. |
| PPA and Legal Reserve maintenance program | To guarantee the conservation of the Permanent Preservation Areas (PPA) and Legal Reserve (LR) and provide compensation to avoid the loss of flora species, mainly aquatic macrophytes, to sow propagules, to protect the water body, and to care for fauna by offering suitable areas for their survival. |
| Program for the rescue and prevention of flight of local wildlife | The Fauna Rescue Program aims to avoid the mortality of the fauna and allow animals to continue occupying the region, as well as to contribute to the scientific research into the fauna during the removal of the vegetation by the mining project. |
20.8.8 Relationship with Interested Parties
Sigma maintains a harmonious relationship with the communities and town halls within the project area. The company, therefore, structures its community relations activities to take into account the concerns of the local population and strives to communicate and demonstrate its commitment in a way that it can be better appreciated and understood to maintain the social license for operation.
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Sigma has identified and continues to consult/commit to various stakeholders in support of project development, which include the following:
| ● | Communities |
| ● | Intinga and Araçuaí Town Halls |
| ● | Religious leaders in Itinga and Araçuaí |
| ● | UNIP University and youth leaders from Araçuaí |
| ● | Regional City Council meeting with the general public and merchants |
| ● | Consultations with local communities in Barreiro |
| ● | Araçuaí and Itinga Town Halls |
| ● | Regulatory and government institutions |
| ● | National Mining Agency (ANM) in Brasília and Belo Horizonte |
| ● | State Environmental Agency (Suppri and Supram) in Belo Horizonte |
| ● | INDI - Minas Gerais Investment and Foreign Trade Promotion Agency |
20.8.9 Rehabilitation and Closure Planning
The mine closure term provides for the definitive cessation of mining operations when project decommissioning takes place, i.e., when project areas are released followed by their recovery and adaptation for other purposes or uses.
Therefore, ANM will be notified in advance before closure, and closure will only take place after authorization from the respective agency. After prior notice, a justification application will be submitted to the Minister of Mines and Energy, duly accompanied by the following supporting documents:
| i. | Report of the work carried out; |
| ii. | Characterization of remaining reserves; |
| iii. | Demobilization plan for the facilities and equipment that make up the infrastructure of the mining project, indicating the destination of each item; |
| iv. | Update of all topographic surveys of the mine; |
| v. | Mine plan with mined areas recovered, impacted areas recovered and to be recovered, areas for disposal of organic soil, waste heaps, ore, and tailings, disposal systems, access roads, and other construction works; |
| vi. | Follow-up and monitoring program related to: |
| ● | Disposal and containment systems; |
| ● | Slopes in general; |
| ● | Water table behavior and |
| ● | Water drainage |
| vii. | Control plan for soil, air, and water pollution, with a description of controlling parameters; |
| viii. | Effluent release control plan with a description of controlling parameters; |
| ix. | Measures to prevent outsiders from accessing the mine and preventing access to dangerous areas; |
| x. | Definition of environmental impacts in the project’s areas of influence, taking into account the physical, biotic, and anthropic environments; |
| xi. | Fit for purpose and intention of use of the area in the future; |
| xii. | Topographic and landscape conformation taking into account aspects of stability, erosion control, and drainage; |
| xiii. | Report on the occupational health conditions of workers during the useful life of the mining project; and |
| xiv. | Schedule of the proposed activities, including financially. |
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Decommissioning or closure is understood as project activities or part of project activities coming to an end, with the application of appropriate and recognized techniques and approval by competent agencies, in such a way that the company does not have any liabilities.
Thus, the closure or decommissioning program of the intended project will be designed so that the following general and specific objectives are achieved.
It is important to emphasize that this study concerns a Preliminary License and an Installation License for the project in question. Therefore, the Mine Closure Plan will be submitted and detailed during project operation licensing.
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21 CAPITAL AND OPERATING COSTS
21.1 BASIS OF ESTIMATE FOR XUXA PHASE 1
The capital cost estimate (CAPEX) and operating cost estimate (OPEX) were developed to provide substantiated costs for the feasibility study and to provide Sigma with the overall risk and opportunity profile to a level of confidence to enable a decision to proceed with the project’s execution, to set up partnerships and off-take agreements and for financing.
The estimate parameters are as follows:
| ● | Estimate accuracy plant capital costs: +15% / -15% |
| ● | Estimate accuracy infrastructure capital costs: +15% / -15% |
| ● | Estimate accuracy operating costs: +15% / -15% |
| ● | Estimate period: 1Q19 |
| ● | Estimate currency: US$ |
21.2 WORK BREAKDOWN STRUCTURE
A work breakdown structure was developed for the project. The first level structure includes:
| ● | 000 – Management and project general |
| ● | 100 – Site overall |
| ● | 200 – Crushing and screening plant |
| ● | 300 – Processing plant |
| ● | 600 – Infrastructure |
| ● | 700 – Mining |
| ● | 800 – Owner project costs |
| ● | 900 – Sustaining and future capital |
21.3 ESTIMATE PLAN FOR XUXA PHASE 1
CAPEX and OPEX estimates for mining, non-process infrastructure and geotechnical considerations were submitted to Primero for incorporation into the overall project CAPEX and OPEX estimate.
For installation contracts for the process plant, Primero provided scope definition, battery limits, equipment lists and material take-offs (MTOs) which were issued to local contractors with requests for quotation (RFQs). Installation costs (unit rates and productivity) and the construction schedule were based on the contractors’ proposals.
For procurement packages, the objective was to maximize Brazilian supply and fabrication content.
21.3.1 Currency Conversion
Where estimated costs for the CAPEX and OPEX were priced in local currencies, the exchange rates in Table 21-1 were used to convert to the base estimate currency US$.
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Table 21-1 – Quoted Currency Exchange Rates
| Code | Description | Rate | ||||
| US$ | US Dollars | 1.000 | ||||
| EUR | Euro | 0.870 | ||||
| AUD | Australian Dollars | 1.399 | ||||
| BRL | Brazilian Real (Note) | 3.850 | ||||
| CAD | Canadian Dollars | 1.310 | ||||
Note: An exchange rate of 3.85 BRL to US$ was used.
21.3.2 Capital Cost Estimate
A summary of the capital cost estimate for the project is shown in Table 21-2.
Table 21-2 – Capital Cost Estimate Summary
| Direct | Indirect | Contingency | Recoverable | Total | ||||||||||||||||
| Area | (US$) | (US$) | (US$) | (US$) | (US$) | |||||||||||||||
| PROCESSING PLANT | ||||||||||||||||||||
| 010 - Engineering, Procurement and Management | 0 | 6,511,000 | 977,000 | -210,000 | 7,279,000 | |||||||||||||||
| 015 - Commissioning | 0 | 1,096,000 | 165,000 | -31,000 | 1,230,000 | |||||||||||||||
| 030 - Vendor Representatives | 0 | 180,000 | 27,000 | -3,000 | 204,000 | |||||||||||||||
| 040 - Construction Indirects - Contractors | 0 | 2,035,000 | 306,000 | -47,000 | 2,294,000 | |||||||||||||||
| 200 - Process Plant Overall | 260,000 | 0 | 25,000 | -49,000 | 236,000 | |||||||||||||||
| 220 - Contract Crushing | 846,000 | 0 | 130,000 | -120,000 | 856,000 | |||||||||||||||
| 310 - DMS | 14,042,000 | 0 | 1,716,000 | -2,206,000 | 13,552,000 | |||||||||||||||
| 314 - Ultrafines DMS | 2,611,000 | 0 | 308,000 | -403,000 | 2,515,000 | |||||||||||||||
| 340 - Concentrate Handling | 1,053,000 | 0 | 115,000 | -117,000 | 1,051,000 | |||||||||||||||
| 350 - Tails Handling | 3,800,000 | 0 | 383,000 | -582,000 | 3,601,000 | |||||||||||||||
| 370 - Process Plant Services | 388,000 | 0 | 46,000 | -50,000 | 385,000 | |||||||||||||||
| Subtotal Processing Plant | 23,000,000 | 9,822,000 | 4,198,000 | -3,818,000 | 33,203,000 | |||||||||||||||
| SITE INFRASTRUCTURE | ||||||||||||||||||||
| 010 - Engineering, Procurement and Management | 0 | 4,154,000 | 57,000 | -76,000 | 4,135,000 | |||||||||||||||
| 020 - Subconsultants | 0 | 109,000 | 2,000 | 0 | 111,000 | |||||||||||||||
| 040 - Construction Indirects - Contractors | 0 | 1,952,000 | 29,000 | -69,000 | 1,912,000 | |||||||||||||||
| 120 - Bulk Earthworks | 7,401,000 | 0 | 877,000 | -253,000 | 8,026,000 | |||||||||||||||
| 370 - Process Plant Services | 550,000 | 0 | 35,000 | -85,000 | 501,000 | |||||||||||||||
| 390 - Plant Buildings | 752,000 | 0 | 80,000 | -33,000 | 800,000 | |||||||||||||||
| 600 - Infrastructure | 5,411,000 | 0 | 393,000 | -814,000 | 4,990,000 | |||||||||||||||
| 620 - Water & Sewerage | 3,342,000 | 0 | 357,000 | -318,000 | 3,381,000 | |||||||||||||||
| 630 - Infrastructure General | 2,183,000 | 0 | 400,000 | -78,000 | 2,505,000 | |||||||||||||||
| 650 - Substation | 43,000 | 0 | 5,000 | -2,000 | 46,000 | |||||||||||||||
| 660 - Buildings - Admin | 3,788,000 | 0 | 123,000 | -129,000 | 3,782,000 | |||||||||||||||
| 700 - Mining | 67,000 | 0 | 2,000 | -14,000 | 55,000 | |||||||||||||||
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| Direct | Indirect | Contingency | Recoverable | Total | ||||||||||||||||
| Area | (US$) | (US$) | (US$) | (US$) | (US$) | |||||||||||||||
| 720 - Mine Establishment | 1,626,000 | 0 | 163,000 | -72,000 | 1,717,000 | |||||||||||||||
| 750 - Mine Infrastructure | 72,000 | 0 | 2,000 | -10,000 | 64,000 | |||||||||||||||
| 770 - Mine Mobile Equipment - LME | 198,000 | 0 | 22,000 | -8,000 | 212,000 | |||||||||||||||
| 780 - Fuels | 511,000 | 0 | 47,000 | -35,000 | 522,000 | |||||||||||||||
| Subtotal Site Infrastructure | 25,944,000 | 6,215,000 | 2,594,000 | -1,996,000 | 32,759,000 | |||||||||||||||
| OWNERS COST | ||||||||||||||||||||
| 810 - Owners Project Costs | 0 | 3,889,000 | 584,000 | -136,000 | 4,337,000 | |||||||||||||||
| 811 - Owners Temporary Infrastructure | 299,000 | 45,000 | -5,000 | 339,000 | ||||||||||||||||
| 840 - Spares | 0 | 454,000 | 62,000 | -89,000 | 428,000 | |||||||||||||||
| Subtotal Owners Cost | 0 | 4,642,000 | 691,000 | -230,000 | 5,104,000 | |||||||||||||||
| SUBTOTAL CAPITAL COST | 48,944,000 | 20,679,000 | 7,483,000 | -6,044,000 | 71,066,000 | |||||||||||||||
| PRE-PRODUCTION AND WORKING CAPITAL | ||||||||||||||||||||
| 730 - Mining Pre-Production | 12,713,000 | 0 | 1,145,000 | -563,000 | 13,294,000 | |||||||||||||||
| 820 - Plant & Pre-Production | 0 | 2,738,000 | 411,000 | -110,000 | 3,039,000 | |||||||||||||||
| 830 - Working Capital | 0 | 9,534,000 | 1,431,000 | 0 | 10,964,000 | |||||||||||||||
| Subtotal Pre-Production and Working Capital | 12,713,000 | 12,272,000 | 2,987,000 | -673,000 | 27,297,000 | |||||||||||||||
| SUBTOTAL INITIAL CAPITAL COST | 61,657,000 | 32,951,000 | 10,470,000 | -6,717,000 | 98,363,000 | |||||||||||||||
| SUSTAINING AND DEFERRED CAPITAL | ||||||||||||||||||||
| 910 - Sustaining Capital | 0 | 1,275,000 | 192,000 | 0 | 1,467,000 | |||||||||||||||
| 920 - Deferred Capital | 4,711,000 | 828,000 | 535,000 | -238,000 | 5,835,000 | |||||||||||||||
| 930 - Closure Cost | 0 | 7,838,000 | 107,000 | 0 | 7,945,000 | |||||||||||||||
| Subtotal Sustaining and Deferred Capital | 4,711,000 | 9,941,000 | 834,000 | -238,000 | 15,247,000 | |||||||||||||||
The average contingency for the capital cost and for the initial capital cost is 11% totalling US$10.47 million.
A summary of the CAPEX broken down by foreign currency is included in Table 21-3.
Table 21-3 – CAPEX Split by Currency
| Currency | Local Pricing | US$ Equivalent | Percentage | |||||||||
| AUD | 211,000 | 142,000 | 0 | % | ||||||||
| BRL | 204,603,000 | 49,903,000 | 70 | % | ||||||||
| CAD | 122,000 | 91,000 | 0 | % | ||||||||
| EUR | 682,000 | 749,000 | 1 | % | ||||||||
| US$ | 20,181,000 | 20,181,000 | 28 | % | ||||||||
| Total | 71,066,000 | 100 | % | |||||||||
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A summary of the applicable taxes is shown in Table 21-4.
Table 21-4 – Tax Summary
| ICMS | ISS | PIS/CONFINS | ||||||||||
| DESCRIPTION | (US$) | (US$) | (US$) | |||||||||
| Process plant | 1,879,000 | 652,000 | 1,932,000 | |||||||||
| Infrastructure | 571,000 | 982,000 | 1,417,000 | |||||||||
| Owners | 50,000 | 194,000 | 179,000 | |||||||||
| Subtotal | 2,499,000 | 1,828,000 | 3,528,000 | |||||||||
| Pre-production and working capital | 30,000 | 688,000 | 643,000 | |||||||||
| Sustaining and deferred capital | 0 | 225,000 | 209,000 | |||||||||
21.3.3 Summary of Key Quantities
A summary of the key quantities for the process plant are presented in Table 21-5.
Table 21-5 – Process Plant Key Quantity Summary
| Type | Unit | Total | ||||
| Steelwork | t | 607 | ||||
| Platework | t | 285 | ||||
| Concrete | m3 | 2608 | ||||
| Cable | m | 48,502 | ||||
| Equipment | num | 184 | ||||
A summary of the key quantities for the Earthworks and NPI portion of works is included in Table 21-6.
Table 21-6 – Earthworks and NPI key Quantity Summary
| DESCRIPTION | Quantity | Unit | ||||
| Mechanical equipment | 143 | t | ||||
| Pipe AC | 121 | t | ||||
| Pipe HDPE/PVC | 7,822 | m | ||||
| Electrical/instrumentation cables | 95,567 | m | ||||
| Conduits | 1,616 | un | ||||
| Lighting fixture | 730 | un | ||||
| Flex conduits | 20,075 | m | ||||
| Reinforcement | 181 | t | ||||
| Covering/side cover | 4,831 | m2 | ||||
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| DESCRIPTION | Quantity | Unit | ||||
| Concrete 30/40 MPa | 2,317 | m3 | ||||
| Distance of material transport - DMT until 5km | 20,000 | m3 | ||||
| Excavation + DMT-civil | 55,000 | m3 | ||||
| Steel (for covering) | 123 | t | ||||
| Piauí creek bridge | 58,730 | m3 | ||||
| Excavation - geotechnical | 134,536 | m3 | ||||
| Modular buildings | 1,947 | m2 | ||||
| Compaction - earthworks | 167,321 | m3 | ||||
| Excavation - earthworks | 1,301,587 | m3 | ||||
| Regularization | 256,246 | m2 | ||||
| Vegetal suppression - earthworks | 942,214 | m2 | ||||
| Mechanical equipment | 2,941 | m | ||||
21.3.4 Basis of Process Plant Estimate
21.3.4.1 Summary Table
The process plant capital cost estimate was assembled in accordance with Table 21-7.
Table 21-7 – Capital Cost Estimate Basis - Process Plant
| Description | Responsible | Data Requirement |
| CAPITAL COST ESTIMATE | ||
| Direct Costs | ||
| Supply and fabrication | Primero | Quoted (for equipment, structural steel and platework) |
| Installation | Primero | Quoted (equipment, platework and structural steel) |
| Bulks supply and installation | Primero | Quoted (for concrete and electrical supply & installation) |
| Civil | Primero | Quoted |
| Process Infrastructure | Primero | Provided |
| Freight | Primero | Calculated Pricing obtained from major procurement locations to site. |
| Commissioning | Primero | Calculated Built up from historic data |
| Indirect Costs | ||
| Indirect labour rates | Primero | Quoted |
| Engineering | Primero | Calculated |
| Detailed deliverables list and hours estimate | ||
| Offsite and site | Primero | Calculated |
| management | Built up by resource from detailed project schedule | |
| Temporary facilities | Primero | Calculated/Quoted |
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| Description | Responsible | Data Requirement |
| Construction plant | Primero | Quoted |
| Contingency | Primero | Calculated |
| Assessed on supply and installation separately. Compared against detailed risk analysis. | ||
| Foreign exchange | Primero | Calculated Estimate built in US$ based on currency applied conversion rates (Table 21-1) |
| Escalation | N/A | Not included |
| Owners costs | Sigma | Calculated Information provided by Sigma |
| Training | Primero | Estimated |
| First fills and consumables | Primero | Calculated |
| Spares | Primero | Calculated |
| Taxes | Sigma | Estimated Refer to Table 21-9 for tax rates applied |
| Import duties | N/A | Not included |
As a basis for the CAPEX build-up, engineering and design were advanced to a feasibility level with approval of key deliverables obtained from Sigma including for the design basis, process design criteria, block flow diagram, process flow diagram, mass balance basis of design, project execution plan, schedule, site conditions, site plans and general arrangements.
Equipment lists, bulk lists and MTOs were generated. The project implementation schedule was developed, and the critical path defined. Risk assessments were conducted.
21.3.4.2 Estimate Area Facility and Commodity Coding
The estimate was developed based on the project WBS structure and Primero’s standard commodity coding structure for mineral projects.
21.3.4.3 Contingency
Contingencies do not include allowances for scope changes, escalation or exchange rate fluctuations. Specific items were covered by allowances and not by contingency. Contingency was assigned to each estimate line item and is based on the inputs in Table 21-8.
Table 21-8 – Contingency Requirements
| Category | Contingency | |||
| SCOPE CATEGORY – Contingent sum attributed to quantities and scale | ||||
| Detailed take-off from detailed design drawings, detailed model and lists | 7.5 | % | ||
| General take off from sketches, plot plans, general model, general arrangement drawings, | 10 | % | ||
| process and instrumentation diagrams and single line diagrams | ||||
| Estimated from plot plans, GA’s and previous experience | 12.5 | % | ||
| Factored from previous projects / ratios | 20 | % | ||
| Allowance | 25 | % | ||
| SUPPLY COST – Contingent sum attributed to supply and freight costs | ||||
| Awarded contract, purchase order and fixed price quotation | 5 | % | ||
| Budget quotation | 10 | % | ||
| In-house database | 12.5 | % | ||
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| Category | Contingency | |||
| Estimated value | 15 | % | ||
| Factored value | 20 | % | ||
| Allowance | 25 | % | ||
| INSTALLATION COST – Contingent sum attributed to installation costs | ||||
| Awarded contract, purchase order and fixed price quotation | 5 | % | ||
| Budget quotation | 10 | % | ||
| In-house database | 12.5 | % | ||
| Estimated value | 15 | % | ||
| Factored value | 20 | % | ||
| Allowance | 25 | % | ||
Contingency was calculated for each estimate line item according to the above categorisation based on the following formula:
[A] = [0.4B + 0.4C + 0.2D]
Where:
[A] = Contingency %
[B] = Scope Category %
[C] = Supply Cost Category %
[D] = Installation Cost Category %
21.3.4.4 Tax
21.3.4.4.1 Taxation
Recoverable taxes were considered as shown in the summary Table 21-4. The basis of these exemptions is that Sigma may benefit from the Federal special tax regime of acquisition of capital goods by Brazilian exporters (RECAP regime).
To qualify for the RECAP regime, the project needs to meet the requirements as stated in the RECAP regime. Currently, Sigma is not in a position to attest whether the company complies or would be able to comply with all the legal requirements in order to be granted the regime by the Federal Revenue Service.
Sigma may also benefit from the Federal tax incentive applicable to companies headquartered in the Northeast region of Brazil (SUDENE incentive) whereby Sigma applies for the tax incentive consisting of a fixed reduction of 75% of the corporate income tax calculated based on the so-called “exploitation profit’. An application has been filed by Sigma with SUDENE. Sigma will need to obtain a Constitutive Report by submitting a new request once the Xuxa project is fully implemented and the project has fully achieved its 20% capacity.
The estimate was built on a cost basis excluding taxes. Taxes were then applied as per Table 21-9.
Table 21-9 – Summary of Tax applied to the CAPEX
| Description | Supply | Install | ||||||||||||||
| Tax Applicable | ICMS | PIS/COFINS | ISS | PIS/COFINS | ||||||||||||
| Mechanical | 12.00 | % | 9.25 | % | 5.00 | % | 4.65 | % | ||||||||
| Concrete | 0.00 | % | 0.00 | % | 3.00 | % | 3.65 | % | ||||||||
| Platework | 12.00 | % | 9.25 | % | 5.00 | % | 4.65 | % | ||||||||
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| Description | Supply | Install | ||||||||||||||
| Structural | 12.00 | % | 9.25 | % | 5.00 | % | 4.65 | % | ||||||||
| E&I | 12.00 | % | 9.25 | % | 5.00 | % | 4.65 | % | ||||||||
| Indirects | 12.00 | % | 9.25 | % | 5.00 | % | 3.65 | % | ||||||||
As agreed with Sigma, the VAT tax (Imposto sobre Circulação de Mercadorias e Serviços (ICMS)), and federal taxes on gross revenues (PIS/COFINS) are assumed to be recoverable taxes. The project is expected to benefit from RECAP (IN SRF 605/2006 – a special tax regime for fixed assets acquisition for exporting companies) which grants PIS (Social Integration Program) and COFINS (Social Security Contribution) exemptions on federal sales taxes charged on gross revenues. City tax on services (Imposto Sobre Serviços (ISS)) is assumed to be not recoverable.
Law 13.137/15 increased the standard PIS and COFINS rates levied on the import of goods, from a combined rate of 9.25% (1.65% PIS and 7.6% COFINS) to 11.75% (2.1% PIS and 9.65% COFINS). According to Law 13.137/15, taxpayers are allowed to recognize PIS and COFINS input credits based on the increased rates (under the non-cumulative regime). Other sectors that were already subject to increased PIS and COFINS rates for imports under special regimes (such as cosmetics, machinery, pharmaceuticals and tires) are now subject to combined rates as high as 20%, depending on the harmonized code for the products. The PIS and COFINS rates on imported services remains unchanged (i.e. combined rate of 9.25%).
PIS/COFINS can be 100% exempt for exporting companies under a Tax Benefit ruled by Normative Instruction from the Federal Revenue (Instrução Normativa SRF) number 605, called RECAP.
RECAP exemption applies to:
| · | PIS/COFINS over gross revenue over fixed assets goods sold to a client who has applied to RECAP |
| · | PIS/COFINS over importation of fixed assets for a company that who has applied to RECAP. |
21.3.4.5 Estimate Clarifications and Exclusions
The estimate basis was based on the Project Execution and Contracting Plan as defined in Section 24. The Project implementation schedule as defined in Section 24, formed the basis for input into the CAPEX and OPEX. Table 21-7 states the assumptions and exclusions made to complete the estimate.
No allowance was made in the estimate for withholding tax.
Inflation, escalation and import duties are excluded.
21.3.5 Basis of Estimate – NPI and Earthworks
The following clarifications apply to the estimate for the NPI and earthworks:
| · | Costs for spare parts for the start-up phase was estimated at 5% of the mechanical equipment cost |
| · | Freight costs for equipment and materials were based on supplier’s proposals.. Freight was estimated at 7% of net value. |
| · | For concrete, freight costs were included in the contractor’s unit rates |
| · | Unit rates were based on proposals received for civil construction and electromechanical assembly services |
| · | R$ 200.00 / m2 was used for estimating the cost of furniture |
| · | The Xuxa mine closure cost was based on the Decommissioning Plan 209011-00146-GE-PLN-0001-RB |
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| · | The estimate for the relocation of the Taquaral Seco Transmission Line in the Olimpio area was provided by Sigma |
| · | Estimates for bulk materials were based on available data |
| · | Pricing for construction and electromechanical assembly were based on submitted proposals |
| · | Allowances: design allowances were allocated as applicable. Minor changes in scope, estimates of omissions, proposals quality, budget prices, market conditions were included in contingency. Allowances were subsequently incorporated into the contingency allocations. |
Table 21-10 shows the allowance allocations by discipline as applied to a commodity.
Table 21-10 – Allowances
| ITEM | DESCRIPTION | % | % | % | % | % | ||||||||||||||||
| 1 | Buildings | 0 | % | |||||||||||||||||||
| 2 | Civil | 0 | % | 5 | % | 10 | % | 15 | % | |||||||||||||
| 3 | Electrical | 0 | % | 10 | % | 15 | % | |||||||||||||||
| 4 | Auxiliary equipment | 0 | % | |||||||||||||||||||
| 5 | Geotechnical-waste rock | 10 | % | |||||||||||||||||||
| 6 | Instrumentation | 0 | % | 5 | % | 10 | % | 15 | % | |||||||||||||
| 7 | Mechanical | 0 | % | |||||||||||||||||||
| 8 | Drainage | 20 | % | |||||||||||||||||||
| 9 | Earthworks | 0 | % | 5 | % | 10 | % | 15 | % | |||||||||||||
| 10 | Piping | 0 | % | 10 | % | 15 | % | 20 | % | |||||||||||||
Estimated costs for waste piles 3 and 4 and the related ponds’ excavation including clear and grub and drainage were provided by Sigma.
21.3.5.1 Taxes
The following taxes were applied for the NPI and geotechnical scope:
· Services (installation):
– Earthworks: ISS = 5.0% and PIS / COFINS = 3.65%
– Civil Construction: ISS = 3.0% and PIS / COFINS = 3.65%
– Modular Buildings: ISS = 3.0% and PIS / COFINS = 3.65%
– Electromechanical Assembly: ISS = 5.0% and PIS / COFINS = 3.65%
· Bulk Materials (supply): ICMS: 12.0%; PIS/COFINS: 9.25%
· Equipment (electromechanical):
– ICMS: tax between 8.8% and 18.0% based on the submitted proposals
– PIS/COFINS: taxes between 3.65% and 9.25% based on the submitted proposals
21.3.5.2 Estimate Clarifications and Exclusions
The following items will be excluded from the CAPEX cost estimate per Sigma instructions:
· Switchroom buildings (HV and 3 NPI switchrooms): considered in the OPEX.
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· CCTV: there will be no CCTV
21.3.6 Basis of Estimate – Mining
Considering that the mining fleet and all the mining infrastructure including workshops and administrative buildings are the mining contractor’s responsibility, the capital cost for mining is limited to the pre-stripping phase and the mine site roads construction.
Waste during the pre-stripping will be disposed on waste piles 1 and 2, with soil being directed only to pile 2. Pile 1 will also be used for co-disposal of crushed tailings. Mined ore during the pre-stripping phase will be stocked on the ROM pad near the crushing area.
Site preparation will be part of the main site earthworks contract and includes the following roads and pads:
| · | Road access from the processing plant to Pit 1 |
| · | Road access to mine facilities terrace |
| · | Mine facilities terrace |
| · | Magazines roads and terraces |
This service includes all activities necessary to build the roads and terraces, including paving (when necessary) and drainage structures. The estimated capital cost for the pre-stripping phase is provided in Table 21-11.
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Table 21-11 – Estimated Capital Cost during Pre-Stripping (in thousand US$)
| Area | Y1Q1 | Y1Q2 | ||||||
| Infrastructure | ||||||||
| Infrastructure maintenance | 81 | 81 | ||||||
| Site preparation/ roads | 1,314 | |||||||
| Loading | ||||||||
| Soil | 195 | 29 | ||||||
| Schist | 58 | 334 | ||||||
| Weathered schist | 810 | 777 | ||||||
| Ore | 12 | 30 | ||||||
| Haulage | ||||||||
| Soil | 689 | 103 | ||||||
| Schist | 173 | 996 | ||||||
| Weathered schist | 2,738 | 2,627 | ||||||
| Ore | 24 | 51 | ||||||
| Waste Spreading | ||||||||
| Soil | 116 | 17 | ||||||
| Schist | 25 | 142 | ||||||
| Weathered schist | 459 | 440 | ||||||
| Blasting | ||||||||
| Waste | 63 | 362 | ||||||
| Ore | 12 | 28 | ||||||
| Drilling | ||||||||
| Waste | 31 | 179 | ||||||
| Ore | 6 | 16 | ||||||
| TOTAL CAPEX (000 US$) | 6,807 | 6,213 | ||||||
Before Pit 2 starts operation, it is necessary to build a road to the area and the waste pile. This cost is estimated as a deferred cost of US$1,978,000.
21.3.7 Basis of Estimate – Owner’s cost
The Owner’s cost as provided by Sigma is summarized in the Table 21-12. This cost covers the period from the beginning of construction to the commencement of production.
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Table 21-12 – Owner’s Cost (in US$)
| Description | Cost (US$) | |||
| Labor expense (includes all salary, benefits, and burdens) | 898,000 | |||
| Traveling | 37,000 | |||
| Restaurant - outsourced | 28,000 | |||
| IT - software ERP maintenance | - | |||
| IT - outsourced | - | |||
| Shared services (Cleaning, etc.) | 59,000 | |||
| Occupational Health and Safety | 11,000 | |||
| Investor relations - travelling, events | 319,000 | |||
| Legal expenses (Luana, William, Silverio) | 109,000 | |||
| Communications | 19,000 | |||
| Admin installation / D&O annual insurance | 187,000 | |||
| General admin - other expenses | 47,000 | |||
| Ground transportation | 40,000 | |||
| General admin - auditing, tax, accounting | 280,000 | |||
| Admin vehicles maintenance/gas | 11,000 | |||
| Survey specialist | - | |||
| Rent | 139,000 | |||
| Consultants | 156,000 | |||
| Environmental conditional tasks | 100,000 | |||
| Environmental compensation | 520,000 | |||
| Plant insurance | 288,000 | |||
| Mine insurance | 31,000 | |||
| Environmental land acquisition (one-off) | 130,000 | |||
| Fixed assets (one-off) | 65,000 | |||
| Environmental tax – SNUC – to go to production | 0 | |||
| Environmental fees CEL2 (LP + LI) (PHASE 2) | 260,000 | |||
| Other expenses (Y1 only) | 47,000 | |||
| Total | 3,781,000 | |||
21.4 XUXA OPERATING COSTS
21.4.1 Operating Cost Summary – Process Plant
The processing plant operating cost estimate includes crushing and DMS circuits and is based on a ±15% level of accuracy, utilizing indicative quotations where possible, and otherwise Primero database estimates and recent experience in the lithium industry. The basis is for crushing to be contracted out.
The processing OPEX includes operating and maintenance labour, power, fuel and indirect charges associated with the processing plant. Based on these cost assumptions, inclusions and exclusions, it is estimated that the OPEX will be approximately $10.69/t of ore feed or $74.23/t of spodumene concentrate produced (Table 21-13).
The estimate has an effective period of 1st Quarter 2019 with an BRL to USD of 3.85.
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Table 21-13 – Plant OPEX Processing Cost Summary
| DESCRIPTION | OPEX US$/t | |||
| Mine | 21.91 | |||
| Process | 10.69 | |||
| G&A | 1.76 | |||
| Shipping | 15.30 | |||
| NPI (included in process and G&A) | - | |||
| TOTAL | 49.66 | |||
21.4.2 Operating Cost Summary
The OPEX cost summary breakdown is presented in Table 21-14.
Table 21-14 – Plant OPEX Processing Cost Summary Breakdown
| Unit cash cost analysis | US$ 000 per / year | US$/t rom | US$/t concentrate | |||||||||
| Tonnes per annum | 1,500,000 tpa | 215,939 tpa | ||||||||||
| Plant | ||||||||||||
| - Crushing Contractor | 3,183 | 2.12 | 14.74 | |||||||||
| - Labour | 1,789 | 1.19 | 8.28 | |||||||||
| - Operating consumables | 1,784 | 1.19 | 8.26 | |||||||||
| - Power | 1,972 | 1.31 | 9.13 | |||||||||
| - Power Substation Rental | 1,864 | 1.24 | 8.63 | |||||||||
| - Maintenance supplies | 2,020 | 1.35 | 9.36 | |||||||||
| - Lease mobile equipment | 3,416 | 2.28 | 15.82 | |||||||||
| Total | 16,028 | 10.69 | 74.23 | |||||||||
| Transportation and G&A | ||||||||||||
| - Concentrate transport | 22,782 | 15.30 | 104.34 | |||||||||
| - General and administration | 2,637 | 1.76 | 12.21 | |||||||||
| Total | 25,419 | 17.06 | 116.55 | |||||||||
| Plant | ||||||||||||
| - Variable | 10,217 | 6.81 | ||||||||||
| - Fixed | 5,811 | |||||||||||
| Total | 16,028 | |||||||||||
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21.4.2.1 Basis of Estimate (Production)
The basis of the data sources, assumptions, cost inclusions and cost exclusions for the process operating costs is as follows.
21.4.2.1.1 Contract Crushing
A budgetary proposal was received from Metso Brazil for contract crushing and was used in the OPEX for the feasibility study. Metso’s scope includes one portable jaw crusher unit (NW106) and two portable cone crushing and screening units (NW200 HPS) as well as all conveyors up to the crushed ore stockpile. The scope includes site assembly, personnel for operations and maintenance, spare parts and wear items, accommodation and meals. Metso costs of $2.12/t and $3.18 M per year were used.
Grading, foundations, power supply as well as lifting equipment are excluded from the Metso operating cost estimate but captured in the project CAPEX. The power consumption cost is covered in the process OPEX cost.
21.4.2.1.2 Labour
An allowance has been made for production, maintenance and management personnel associated with running the processing plant. The plant will be operating seven days a week with the following schedules:
| · | The crushing plant is based upon three shifts of eight hours per day operation (based on Metso input) |
| · | The DMS plant is based upon three shifts of eight hours per day operation |
Personnel requirements are provided in Table 21-15 (the summary excludes the labour for contract crushing which is covered in the contractor’s unit rate). The manning levels reflect previous experiences at similar lithium operations and the Brazilian labor law. Further rationalization may be possible once is in steady-state operation.
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Table 21-15 – Labour Summary
| Labor | Total Number Employed | |||
| Administration Department | 1 | |||
| Operations manager | 1 | |||
| Plant Operations | 30 | |||
| Chief Metallurgist | 1 | |||
| Shift supervisor | 4 | |||
| Store man | 4 | |||
| DMS operator | 4 | |||
| Utility operator | 5 | |||
| Journeyman (mechanic & electrician) | 8 | |||
| Mobile operator | 4 | |||
| Mining and Geology | 6 | |||
| Mining engineer | 2 | |||
| Geologist | 2 | |||
| Surveyor | 2 | |||
| Metallurgy and Chemistry Laboratory | 6 | |||
| Met tech | 2 | |||
| Assayer | 4 | |||
| HSE and Environment | 2 | |||
| HSE and sustainability coordinator | 1 | |||
| Environment supervisor | 1 | |||
| Maintenance | 8 | |||
| Maintenance chief | 1 | |||
| Mechanical maintenance supervisor | 1 | |||
| Mechanics | 2 | |||
| Electricians | 2 | |||
| Assistant electricians | 2 | |||
| TOTAL LABOR EMPLOYED | 53 | |||
| By Location | ||||
| Administration | 1 | |||
| Plant | 30 | |||
| Mining and geology | 6 | |||
| Metallurgy and chemistry laboratory | 6 | |||
| HSE and environment | 2 | |||
| Maintenance | 8 | |||
Operating labor cost is estimated to be US$1.35 M per annum or US$0.90/t ore.
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21.4.2.1.3 Operating Consumables
The consumables are split into two areas: DMS plant and reagents. In the DMS plant, costs for cyclones, pumps, screens and belt filter replacement are included in maintenance supply cost estimates.
Consumables for the crushing circuit are covered in the contract crushing contractor cost.
21.4.2.1.4 Reagents
The reagents will include ferrosilicon and flocculant.
| · | Ferrosilicon: costs are estimated on a consumption rate of 530 g/t (based on industry standards and Primero data base) and indicative cost of US$1,368/t provided by DMS Powder (Pty) Ltd |
| · | Flocculant: Flomin 905 VHM (Magna Floc 10 equivalent) costs are estimated on a consumption rate of 10 g/t (based on test work) and an indicative cost of US$4,056/t provided by SNF Brazil |
| · | These costs include the costs of delivery |
| · | No allowance has been made for first-fill consumable inventory stocks (these are included in CAPEX as part of Owner’s cost). Assumptions are based upon Primero’s recent lithium experience at a similar processing facility and quotes from the in-country sources. |
Operating consumables cost is estimated to be US$1.78 M per annum or US$1.19/t ore.
21.4.2.1.5 Power Cost
The OPEX was based on 6 US cents per kWh, based on the cost estimate provided by Sigma.
Power consumption was determined based on calculated plant utilization and the mechanical equipment list on an 80% load factor in operation. The estimated installed power for the processing plant is 6.7 MW; an allowance of 256 kW has also been made for lighting, heating and ancillary buildings. This includes the power consumed in the crushing circuit (for contracting crushing).
Overall, power consumption is expected to be 32.7 GWh per annum for a total annual power cost of US$1.97 M or US$1.31/t ore.
21.4.2.1.6 Power Substation Rental Cost
The contracting strategy for the two main HV substations (CEMIG (Itinga 1) and Sigma plant (138kV / 4.16 kV)) will be based on a build, own and operate (and maintain) or BOO basis. A budgetary cost as submitted to Sigma by Ecogen for BOO has been retained in the feasibility study as a component of the OPEX. The rental cost is US$1.86 M per annum or US$1.24/t ore.
The scope will include design, supply, installation, commissioning, operation and maintenance of the two substations and transmission lines from the existing grid line.
The CEMIG substation will be donated to CEMIG.
21.4.2.1.7 Maintenance Materials
Maintenance supply costs have been allowed on a 2.3% per annum of direct capital equipment cost. Laboratory supply costs have been allocated a lump sum of US$200,000.
Overall, maintenance cost is estimated to be US$2.02 M per annum or US$1.35/t ore.
21.4.2.1.8 Lease of Mobile Equipment
The mobile equipment will be leased. The lease costs of mobile equipment for light vehicles for supervisors, heavy equipment for feeding ore, service trucks for maintenance and minibuses for personnel transport have been estimated at US$3.42 M per annum or US$2.28/t of ore.
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21.4.2.1.9 Concentrate Transport
Concentrate transport cost has been estimated at US$22.90 M per annum or $15.30/t of ore per Sigma input based on preliminary estimates. This includes the cost from the site to the Port of Ilhéus in Brazil and to the final port of Shanghai, China.
21.4.2.1.10 General & Administration
General and administration costs have been estimated at US$2.64 M per annum or $1.76/t of ore per Sigma provided input.
21.4.3 Indirect Production Costs
Indirect processing and site administration costs have been included for the processing plant. These costs cover such matters as communications and information technology (IT), engineering, environmental and rehabilitation consultants and services, cleaning contractors, staff training, amenities, fringe benefits and similar for processing and maintenance personnel, health and safety, insurances, and rates, leases and licenses.
21.4.4 Pre-Production Costs
Pre-production costs have been included in the CAPEX. These are costs normally associated with the plant and incurred prior to and during commissioning, including early employment of operations personnel and associated recruitment, training and mobilization, first fill consumables and stock of reagents, maintenance spares and associated indirect costs incurred during this period.
21.4.5 Qualifications and Exclusions
The operating cost estimate is presented with the following qualifications and exclusions:
| · | General Qualifications |
| · | Costs for labour and salaries were provided by Sigma based on current Brazilian standards |
| · | OPEX costs for mining, crushing contractor, power substation BOO, concentrate transport (road transport, port and shipping), power and mobile equipment rental were obtained by Sigma and provided to Primero |
| · | No contingency allowance for OPEX |
| · | General and Administration: |
| · | Benefits and overheads are included in Sigma provided salary overheads |
| · | Workforce assumed to be local: no allowance for flights to site |
| · | Security personnel costs included as per client input |
| · | Training cost is included in the pre-production CAPEX |
| · | Mining |
| · | Start-up stockpile re-handling costs excluded (in mining cost) |
| · | The Owner’s mining and geology team are included in the OPEX (labour) |
| · | Ore Handling |
| · | Plant OPEX includes feeding of primary crusher |
| · | Concentrate |
| · | Concentrate packaging not allowed for – based on bulk truck transport |
| · | Concentrate transport includes land transport to Port of Ilhéus, port handling and shipping CIF Port of Shanghai |
| · | Tailings storage |
| · | Tailings storage transport costs to waste pile included in OPEX. |
| · | Environmental |
| · | Rehabilitation costs are included in deferred CAPEX |
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| · | Consumables |
| · | Reagents and consumables quoted FOB at supplier’s location in Brazil |
| · | Allowance of 20% transport to site from the supplier’s location in Brazil |
| · | Diesel costs as advised by Sigma |
| · | Utilities |
| · | Power cost as advised by Sigma |
| · | Mobile Equipment |
| · | Plant mobile equipment costs include fuel and maintenance |
| · | Leasing costs considered (not rental) |
| · | Maintenance |
| · | An allowance of 2.3% of installed capital cost was made to cover all maintenance costs |
| · | Exclusions |
| · | Exchange rate variations |
| · | Escalation from the date of estimate |
| · | Project financing costs (covered in economic model) |
| · | Interest charges (covered in economic model) |
| · | Local / regional government rates and charges (covered in Owner’s G&A) |
| · | Subsidies to local community (covered in Owner’s G&A) |
| · | Marketing costs: no specific budget allocated to this item, not required |
| · | Government monitoring and compliance: outset licensing costs included, no ongoing costs |
| · | Overtime allowances: not applicable |
| · | Union fees: not applicable (2017 Labor reform law) |
| · | Contract labour excluded (weightometer checks, lab QA, plant audits, met audits, chemical suppliers): not required |
| · | For the laboratory, the following costs are excluded: grade control and exploration analytical costs, external assaying charges, metallurgical and environmental testing costs, external laboratory costs |
| · | Water supply costs from river (not applicable) |
21.4.6 Operating Cost Summary – NPI
Table 21-16 shows the summary of costs in NPI’s scope.
Table 21-16 – OPEX Summary NPI (over LOM)
| OPEX | Total (R$) | |||
| Mechanical - Spare Parts | 953,000 | |||
| Rent: CEMIG Substation, Sigma and 3X Electrocenters | 64,584,000 | |||
| Environmental and Social Programs | 9,000,000 | |||
| Maintenance Team - Infrastructure | 10,530,000 | |||
| Insurances | 8,130,000 | |||
| Costs with Compensation Areas | - | |||
| Property Security | 5,547,000 | |||
| Energy | 8,445,000 | |||
| TOTAL VALUE (R$) | 107,189,000 | |||
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The items listed in the NPI OPEX summary table are distributed as follows:
| · | Spare parts: included in Plant OPEX |
| · | Rental of HV substations - CEMIG and Sigma: included in overall OPEX |
| · | Social, environmental and economic programs: included by Sigma in Owner’s CAPEX |
| · | Building maintenance: included in overall OPEX |
| · | Insurance: included in Owner’s cost CAPEX |
| · | Property security: included in overall OPEX (personnel) |
| · | Energy: included in overall OPEX |
| · | Contingency: not retained. |
21.4.6.1 Basis of NPI OPEX
| · | Building maintenance team was included in the overall plant labor: summary (refer to Table 21-15 and Table 21-16) |
| · | Insurance costs were estimated as 0.6% of the overall CAPEX as informed by Sigma |
| · | Security cost provided by Sigma: R$ 51,360.00/mth. R$ 616,320.00/year. Included in overall OPEX |
| · | Annual power consumption: 434.39 MWh, rate per Sigma: R$ 180.00 per MWh: included in overall OPEX. |
21.4.7 Operating Cost Summary – Mining
The mining contractor will develop and operate the project based on the following. Contractor will be responsible for:
| · | Operating of all mining equipment from pre-stripping to end of LOM |
| · | Building mining infrastructure and buildings for the mine services area as described in Section 18 |
| · | Maintenance of all mining equipment including a site maintenance team |
| · | Loading, hauling and dumping the tailings from the process plant, re-handling of ore from the ROM stockpiles to the crusher (for the feasibility study, the costs for rehandling are included in the processing OPEX costs) |
| · | Contractor will also be responsible for keeping the road accesses in good condition. |
During operations, Sigma will be responsible for the supply of power, water, explosives, detonators and diesel (estimated costs included in the contract mining OPEX unit rates).
The mining operating cost was estimated based on the following assumptions and costs:
| · | Operation start-up 6 months after start of pre-stripping |
| · | Soil from Pit 1 to be disposed at waste pile 2 |
| · | Waste from Pit 1 first five quarters (including pre-stripping) to be disposed at waste pile 1 |
| · | Waste from Pit 1 sixth quarter onwards to be disposed at waste pile 3 |
| · | Waste from Pit 2 to be disposed at waste pile 4 |
| · | Pit 2 start of operation in Year 3 |
| · | Haulage distances were estimated considering the stated routes for a mining cycle simulation and a detailed cost analysis |
| · | Mine infrastructure costs are distributed throughout the years on the operating cost. |
Table 21-17 shows the estimation of mining operating cost considering the operational mine scheduling presented in Section 16.
Tailings disposal, ore from stockpile to crushing circuit and crushed ore feed to the DMS will be in the mining contractor’s scope. However, for the feasibility study, these costs are included in the processing costs.
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Table 21-17 – Mining Operating Cost
| Y1 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| Unit | Q3 | Q4 | Y2 | Y3 | Y4 | Y5 | Y6 | Y7 | Y8 | Y9 | Y10 | TOTAL | |||||||||||||||||||||||||||||||||||||||
| Ore | kt | 277 | 375 | 1,519 | 1,470 | 1,453 | 1,578 | 1,463 | 1,522 | 1,472 | 1,530 | 1,056 | 13,715 | ||||||||||||||||||||||||||||||||||||||
| Waste Soil | kt | 32 | 30 | 447 | 752 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1,261 | ||||||||||||||||||||||||||||||||||||||
| Waste Schist | kt | 449 | 366 | 4,816 | 3,325 | 1,035 | 2,310 | 1,777 | 0 | 0 | 0 | 0 | 12,301 | ||||||||||||||||||||||||||||||||||||||
| Waste Weathered schist | kt | 3,706 | 3,191 | 13,242 | 14,736 | 15,945 | 15,714 | 17,307 | 17,899 | 10,065 | 4,254 | 1,002 | 117,061 | ||||||||||||||||||||||||||||||||||||||
| Plant feed | kt | 231 | 375 | 1,500 | 1,500 | 1,500 | 1,500 | 1,500 | 1,500 | 1,500 | 1,500 | 1,177 | 13,783 | ||||||||||||||||||||||||||||||||||||||
| Infra/ Demob | |||||||||||||||||||||||||||||||||||||||||||||||||||
| Infrastructure maintenance | 000 US$ | 73 | 73 | 290 | 290 | 290 | 290 | 290 | 290 | 290 | 290 | 218 | 2,687 | ||||||||||||||||||||||||||||||||||||||
| Demob | 000 US$ | 187 | 187 | ||||||||||||||||||||||||||||||||||||||||||||||||
| Services | |||||||||||||||||||||||||||||||||||||||||||||||||||
| Loading | |||||||||||||||||||||||||||||||||||||||||||||||||||
| Soil | 000 US$ | 11 | 10 | 151 | 254 | 426 | |||||||||||||||||||||||||||||||||||||||||||||
| Schist | 000 US$ | 1,286 | 1,107 | 4,595 | 5,113 | 5,533 | 5,453 | 6,005 | 6,211 | 3,493 | 1,476 | 348 | 40,619 | ||||||||||||||||||||||||||||||||||||||
| Weathered schist | 000 US$ | 145 | 118 | 1,556 | 1,074 | 334 | 746 | 574 | 4,548 | ||||||||||||||||||||||||||||||||||||||||||
| Ore | 000 US$ | 151 | 204 | 827 | 800 | 791 | 859 | 796 | 829 | 801 | 833 | 575 | 7,466 | ||||||||||||||||||||||||||||||||||||||
| Haulage | |||||||||||||||||||||||||||||||||||||||||||||||||||
| Soil | 000 US$ | 38 | 36 | 509 | 757 | 1,340 | |||||||||||||||||||||||||||||||||||||||||||||
| Schist | 000 US$ | 3,833 | 3,300 | 13,056 | 13,291 | 15,721 | 15,494 | 15,610 | 18,512 | 10,964 | 4,681 | 1,204 | 115,666 | ||||||||||||||||||||||||||||||||||||||
| Weathered schist | 000 US$ | 490 | 400 | 4,995 | 3,352 | 1,074 | 2,396 | 1,792 | 14,500 | ||||||||||||||||||||||||||||||||||||||||||
| Ore | 000 US$ | 260 | 399 | 1,797 | 1,740 | 1,772 | 1,925 | 1,796 | 2,048 | 2,025 | 2,105 | 1,493 | 17,359 | ||||||||||||||||||||||||||||||||||||||
| Waste Spreading | |||||||||||||||||||||||||||||||||||||||||||||||||||
| Soil | 000 US$ | 6 | 6 | 90 | 151 | 254 | |||||||||||||||||||||||||||||||||||||||||||||
| Schist | 000 US$ | 546 | 470 | 2,187 | 2,434 | 2,634 | 2,596 | 2,859 | 2,957 | 1,663 | 703 | 166 | 19,214 | ||||||||||||||||||||||||||||||||||||||
| Weathered schist | 000 US$ | 82 | 67 | 987 | 682 | 212 | 474 | 364 | 2,868 | ||||||||||||||||||||||||||||||||||||||||||
| Blasting | |||||||||||||||||||||||||||||||||||||||||||||||||||
| Waste | 000 US$ | 1,393 | 1,199 | 4,978 | 5,539 | 5,994 | 5,907 | 6,506 | 6,729 | 3,784 | 1,599 | 377 | 44,005 | ||||||||||||||||||||||||||||||||||||||
| Ore | 000 US$ | 144 | 194 | 787 | 761 | 752 | 817 | 758 | 788 | 762 | 793 | 547 | 7,104 | ||||||||||||||||||||||||||||||||||||||
| Drilling | |||||||||||||||||||||||||||||||||||||||||||||||||||
| Waste | 000 US$ | 689 | 593 | 2,462 | 2,740 | 2,964 | 2,921 | 3,218 | 3,328 | 1,871 | 791 | 186 | 21,763 | ||||||||||||||||||||||||||||||||||||||
| Ore | 000 US$ | 79 | 107 | 433 | 420 | 415 | 450 | 418 | 435 | 420 | 437 | 302 | 3,915 | ||||||||||||||||||||||||||||||||||||||
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21.5 BARREIRO PLANT AND INFRASTRUCTURE CAPITAL AND OPERATING COSTS PHASE 2
GE21, based on the Mineral Resource, prepared a Preliminary Economic Assessment (“PEA”) for the Barreiro deposit.
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
It is noted that the Company has not yet made a production decision in respect of the Barreiro deposit. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Barreiro deposit. All statements regarding mine development or production in respect of the Barreiro deposit in this report are expressly qualified by this statement.
21.5.1 Basis of Estimate
All costs are expressed in US Dollars and an exchange rate of US$1.00 = R$5.20. The capex and operating costs are estimated using Phase 1 costing and an expected accuracy of +- 30%
It is assumed the majority of Phase 1 site infrastructure will be reused for the Phase 2 works. Only minor modifications and upgrades have been included in the estimate. Additional bulk earthworks will be required to extend the plant pad area to accommodate the Phase 2 plant.
21.5.2 Capital Cost Estimate
A summary of the process plant and infrastructure capital cost estimate for Phase 2 is summarized in Table 21-18.
Table 21-18 – Phase 2 Capital Cost Estimate
| DIRECT | INDIRECT | CONTINGECY | RECOVERABLE | TOTAL | ||||||||||||||||
| AREA | (USD) | (USD) | (USD) | (USD) | (USD) | |||||||||||||||
| PROCESSING PLANT | ||||||||||||||||||||
| 010 - Engineering, Procurement and Management | 0 | 2,562,000 | 384,000 | -88,000 | 2,858,000 | |||||||||||||||
| 015 - Commissioning | 0 | 1,096,000 | 164,000 | -30,000 | 1,230,000 | |||||||||||||||
| 030 - Vendor Representatives | 0 | 114,000 | 18,000 | -1,000 | 131,000 | |||||||||||||||
| 040 - Construction Indirects - Contractors | 0 | 1,722,000 | 258,000 | -35,000 | 1,945,000 | |||||||||||||||
| 200 - Process Plant Overall | 130,000 | 0 | 12,000 | -24,000 | 118,000 | |||||||||||||||
| 220 - Contract Crushing | 4,044,823 | 0 | 621,545 | 0 | 4,666,368 | |||||||||||||||
| 310 - DMS | 13,853,000 | 0 | 1,694,000 | -2,173,000 | 13,374,000 | |||||||||||||||
| 314 - Ultrafines DMS | 2,599,000 | 0 | 305,000 | -401,000 | 2,503,000 | |||||||||||||||
| 340 - Concentrate Handling | 1,014,000 | 0 | 110,000 | -110,000 | 1,014,000 | |||||||||||||||
| 350 - Tails Handling | 1,945,000 | 0 | 197,000 | -290,000 | 1,852,000 | |||||||||||||||
| 370 - Process Plant Services | 194,000 | 0 | 23,000 | -24,000 | 193,000 | |||||||||||||||
| Subtotal Processing Plant | 23,779,823 | 5,494,000 | 3,786,545 | -3,176,000 | 29,884,368 | |||||||||||||||
| SITE INFRASTRUCTURE | ||||||||||||||||||||
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| DIRECT | INDIRECT | CONTINGECY | RECOVERABLE | TOTAL | ||||||||||||||||
| AREA | (USD) | (USD) | (USD) | (USD) | (USD) | |||||||||||||||
| 010 - Engineering, Procurement and Management | 0 | 1,662,000 | 22,000 | -30,000 | 1,654,000 | |||||||||||||||
| 020 - Subconsultants | 0 | 0 | 0 | 0 | 0 | |||||||||||||||
| 040 - Construction Indirects - Contractors | 0 | 293,000 | 5,000 | -11,000 | 287,000 | |||||||||||||||
| 120 - Bulk Earthworks | 2,220,300 | 0 | 263,100 | -75,900 | 2,407,500 | |||||||||||||||
| 370 - Process Plant Services | 107,000 | 0 | 7,000 | -16,000 | 98,000 | |||||||||||||||
| 390 - Plant Buildings | 151,000 | 0 | 16,000 | -6,000 | 161,000 | |||||||||||||||
| 600 - Infrastructure | 756,000 | 0 | 55,000 | -110,000 | 701,000 | |||||||||||||||
| 620 - Water & Sewerage | 483,000 | 0 | 52,000 | -45,000 | 490,000 | |||||||||||||||
| 630 - Infrastructure General | 327,000 | 0 | 60,000 | -11,000 | 376,000 | |||||||||||||||
| 650 - Substation | 8,000 | 0 | 1,000 | 0 | 9,000 | |||||||||||||||
| 660 - Buildings - Admin | 558,000 | 0 | 18,000 | -19,000 | 557,000 | |||||||||||||||
| 700 - Mining | 0 | 0 | 0 | 0 | 0 | |||||||||||||||
| 720 - Mine Establishment | 0 | 0 | 0 | 0 | 0 | |||||||||||||||
| 750 - Mine Infrastructure | 7,000 | 0 | 0 | -1,000 | 6,000 | |||||||||||||||
| 770 - Mine Mobile Equipment - LME | 60,000 | 0 | 6,000 | -2,000 | 64,000 | |||||||||||||||
| 780 - Fuels | 152,000 | 0 | 14,000 | -11,000 | 155,000 | |||||||||||||||
| Subtotal Site Infrastructure | 4,829,300 | 1,955,000 | 519,100 | -337,900 | 6,965,500 | |||||||||||||||
| OWNERS COST | ||||||||||||||||||||
| 810 - Owners Project Costs | 0 | 973,000 | 146,000 | -33,000 | 1,086,000 | |||||||||||||||
| 811 - Owners Temporary Infrastructure | 0 | 0 | 0 | 0 | 0 | |||||||||||||||
| 840 - Spares | 0 | 91,000 | 13,000 | -18,000 | 86,000 | |||||||||||||||
| Subtotal Owners Cost | 0 | 1,064,000 | 159,000 | -51,000 | 1,172,000 | |||||||||||||||
| SUBTOTAL CAPITAL COST | 28,609,123 | 8,513,000 | 4,464,645 | -3,564,900 | 38,021,868 | |||||||||||||||
21.5.3 Operating Cost Estimate
The Phase 2 plant will be constructed parallel to Phase 1 with the same flowsheet.
21.6 BARREIRO MINING CAPEX AND OPEX PHASE 2
GE21, based on the Mineral Resource, prepared a Preliminary Economic Assessment (“PEA”) for the Barreiro deposit.
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
It is noted that the Company has not yet made a production decision in respect of the Barreiro deposit. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Barreiro deposit. All statements regarding mine development or production in respect of the Barreiro deposit in this report are expressly qualified by this statement.
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Total pre-production capex were estimated at about US$1.62 million, as summarized in Table 21-19.
A 30% contingency was applied for unforeseen but assumed capital expenses. The capital cost values were based from an in-house database of similar Brazilian mining projects.
Table 21-19 – Mining CAPEX Summary Barreiro
| DESCRIPTION | INVESTMENT (USDX1,000) | ||||
| Mining Equipment | NA (contractor fleet) | ||||
| Owner’s Cost | 1,252.9 | ||||
| Sub-total 1 | 1,252.9 | ||||
| Contingency | 30% | 375.9 | |||
| TOTAL CAPEX | 1,623.6 | ||||
Estimated owner related costs total about US$1.31 million. This item considered expenses with various licenses, studies and projects, infrastructure and development of the mine, according to Table 21-20:
Table 21-20 – Estimated Owner’s Cost Barreiro
| COST | ||||
| DESCRIPTION | (USDX1,000) | |||
| Owner’s Cost | ||||
| Licensing | 160 | |||
| Technical studies and projects | 200 | |||
| Local Infrastructure | ||||
| • Access roads | 50 | |||
| • Warehouse and maintenance workshop | ||||
| • Office | 30 | |||
| •. Refectory | 40 | |||
| • Concierge. ambulatory. locker room and other ancillary facilities | 20 | |||
| Mine preparation and development | 749 | |||
| Pre-Stripping – Year 0 | 4 | |||
| Total Owner’s Cost | 1,252.9 | |||
| · | Licensing - this heading includes the expenses with environmental licenses and other necessary legal licenses; |
| · | Technical studies - Included in this item are expenses with detailing of geological and technological research, geotechnical and hydrogeological studies, feasibility studies and engineering projects; |
| · | Local infrastructure: |
| ○ | Warehouse and maintenance workshop - under this heading the costs with the construction of both covered and uncovered areas of the warehouse, service and supply station, maintenance workshop, and all the equipment and materials to equip these units were estimated; |
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| ○ | Office - this item estimates the expenses with the construction of the office to house the administrative, management and control personnel. Expenditure on office furniture, appliances and supplies is also foreseen; |
| ○ | Refectory - the expenses for the construction of the refectory, kitchen, pantry and all necessary furniture, equipment and materials were estimated; |
| ○ | Concierge, ambulatory and other ancillary facilities - expenses for the construction of the concierge, ambulatory for emergency care, and other ancillary facilities are foreseen. |
| · | Mine preparation and development - the mine should be prepared and developed to ensure regular production of ROM from the beginning of the operation of the processing plant. For this purpose, an amount was estimated in year 1 for land clearance, preparation of the first benches, access and waste disposal area and other necessary activities. |
The initial investment in mining equipment will not be necessary considering that all mining activities will be outsourced.
The estimated pre-stripping value for years 5 and 6 was US$50.2 million, as summarized in
Table 21-21 and
Table 21-22 presents the total costs.
Table 21-21 – Sustaining Capital for Pre-Stripping Barreiro
| COST | ||||
| DESCRIPTION | (USDX1,000) | |||
| Pre-Stripping Year 5 | 29 | |||
| Pre-Stripping Year 6 | 10 | |||
| Total Sustaining Capital | 38.6 | |||
| Contingency (30%) | 11.6 | |||
| TOTAL | 50.2 | |||
An amount equivalent to 30% of the estimated investment was considered as a contingency to cover unforeseen expenses. The values were based on the database of similar projects.
The mining operating costs were based on the proposal of U&M Mineração e Construção AS, presented on July 3rd, 2020, for the neighboring Xuxa deposit and mine which is currently in a detailed engineering stage of development and construction.
The scope of services refers to the provision of ROM and waste handling services involving the excavation, loading and haulage of soil and rock (first, second and third category), conservation and dust control of the traffic lanes of trucks, and other ancillary activities. Only the cost of ROM haulage from the stockyard to the plant was not part of the scope of the U&M proposal, so it was estimated based on GE21’s inhouse database.
A contingency of 30% was added to the total operating cost.
Table 21-22 shows the unit costs per cubic metre and presents the total costs.
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Table 21-22 – Unit Costs Barreiro
| UNIT OPERATING COSTS (USD/M3) | ||||||||||||||||||||||||||||||
| ROM HAULAGE | ||||||||||||||||||||||||||||||
| FROM THE | ||||||||||||||||||||||||||||||
| WASTE | SITE | STOCKYARD TO | ||||||||||||||||||||||||||||
| PERIOD | MATERIAL | DRILL | BLASTING | LOADING | HAULANGE | SCATTERING | MAINTENANCE | THE PLANT | ||||||||||||||||||||||
| ROM | 1,750 | 0.75 | 0.57 | 1.79 | 1.31 | 0.19 | ||||||||||||||||||||||||
| Year 1 | Overburden | 1,850 | 0.48 | 0.44 | 1.75 | 0.63 | 0.38 | |||||||||||||||||||||||
| Waste | 1,850 | 0.48 | 0.44 | 2.14 | 0.88 | 0.38 | ||||||||||||||||||||||||
| ROM | 2,120 | 0.75 | 0.57 | 2.05 | 1.31 | 0.19 | ||||||||||||||||||||||||
| Year 2 | Overburden | 2,270 | 0.48 | 0.44 | 1.84 | 0.63 | 0.38 | |||||||||||||||||||||||
| Waste | 2,270 | 0.48 | 0.44 | 2.26 | 0.88 | 0.38 | ||||||||||||||||||||||||
| ROM | 2,650 | 0.75 | 0.57 | 2.13 | 1.31 | 0.19 | ||||||||||||||||||||||||
| Year 3 | Overburden | 2,120 | 0.48 | 0.44 | 1.84 | 0.63 | 0.38 | |||||||||||||||||||||||
| Waste | 2,120 | 0.48 | 0.44 | 2.26 | 0.88 | 0.38 | ||||||||||||||||||||||||
| ROM | 2,420 | 0.75 | 0.57 | 2.05 | 1.31 | 0.19 | ||||||||||||||||||||||||
| Year 4 | Overburden | 2,480 | 0.48 | 0.44 | 1.84 | 0.63 | 0.38 | |||||||||||||||||||||||
| Waste | 2,480 | 0.48 | 0.44 | 2.26 | 0.88 | 0.38 | ||||||||||||||||||||||||
| ROM | 2,230 | 0.75 | 0.57 | 2.05 | 1.31 | 0.19 | ||||||||||||||||||||||||
| Year 5 | Overburden | 2,200 | 0.48 | 0.44 | 1.84 | 0.63 | 0.38 | |||||||||||||||||||||||
| Waste | 2,200 | 0.48 | 0.44 | 2.26 | 0.88 | 0.38 | ||||||||||||||||||||||||
| ROM | 2,340 | 0.75 | 0.57 | 2.13 | 1.31 | 0.19 | ||||||||||||||||||||||||
| Year 6 | Overburden | 2,352 | 0.48 | 0.44 | 1.84 | 0.63 | 0.38 | |||||||||||||||||||||||
| Waste | 2,352 | 0.48 | 0.44 | 2.26 | 0.88 | 0.38 | ||||||||||||||||||||||||
| ROM | 2,622 | 0.75 | 0.57 | 2.13 | 1.31 | 0.19 | ||||||||||||||||||||||||
| Year 7 | Overburden | 2,504 | 0.48 | 0.44 | 2.00 | 0.63 | 0.38 | |||||||||||||||||||||||
| Waste | 2,504 | 0.48 | 0.44 | 2.48 | 0.88 | 0.38 | ||||||||||||||||||||||||
| ROM | 2,905 | 0.75 | 0.57 | 2.42 | 1.31 | 0.19 | ||||||||||||||||||||||||
| Year 8 | Overburden | 2,656 | 0.48 | 0.44 | 2.00 | 0.63 | 0.38 | |||||||||||||||||||||||
| Waste | 2,656 | 0.48 | 0.44 | 2.48 | 0.88 | 0.38 | ||||||||||||||||||||||||
| ROM | 3,187 | 0.75 | 0.57 | 2.42 | 1.31 | 0.19 | ||||||||||||||||||||||||
| Year 9 | Overburden | 2,808 | 0.48 | 0.44 | 2.00 | 0.63 | 0.38 | |||||||||||||||||||||||
| Waste | 2,808 | 0.48 | 0.44 | 2.48 | 0.88 | 0.38 | ||||||||||||||||||||||||
| ROM | 3,470 | 0.75 | 0.57 | 2.68 | 1.31 | 0.19 | ||||||||||||||||||||||||
| Year 10 | Overburden | 2,960 | 0.48 | 0.44 | 2.00 | 0.63 | 0.38 | |||||||||||||||||||||||
| Waste | 2,960 | 0.48 | 0.44 | 2.48 | 0.88 | 0.38 | ||||||||||||||||||||||||
| ROM | 3,560 | 0.75 | 0.57 | 2.68 | 1.31 | 0.19 | ||||||||||||||||||||||||
| Year 11 | Overburden | 0.48 | 0.44 | 2.09 | 0.63 | 0.38 | ||||||||||||||||||||||||
| Waste | 3,050 | 0.48 | 0.44 | 2.60 | 0.88 | 0.38 | ||||||||||||||||||||||||
| ROM | 3.650 | 0.75 | 0.57 | 2.68 | 1.31 | 0.19 | ||||||||||||||||||||||||
| Year 12 | Overburden | 0.48 | 0.44 | 2.09 | 0.63 | 0.38 | ||||||||||||||||||||||||
| Waste | 3.140 | 0.48 | 0.44 | 2.60 | 0.88 | 0.38 | ||||||||||||||||||||||||
| ROM | 3.740 | 0.75 | 0.57 | 1.73 | 1.31 | 0.19 | ||||||||||||||||||||||||
| Year 13 | Overburden | |||||||||||||||||||||||||||||
| Waste | 3.230 | 0.48 | 0.44 | 2.60 | 0.88 | 0.38 | ||||||||||||||||||||||||
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Table 21-23 – Total Annual Mine Operating Costs Barreiro
| Total Operating Cost (USD x 106) | ||||||||||||||||||||||||||||||||||||||||||||
| ROM | ||||||||||||||||||||||||||||||||||||||||||||
| HAULAGE | ||||||||||||||||||||||||||||||||||||||||||||
| FROM THE | ||||||||||||||||||||||||||||||||||||||||||||
| STOCKYARD | ||||||||||||||||||||||||||||||||||||||||||||
| WASTE | SITE | TO THE | CONTINGENCY | TONNES | COST | |||||||||||||||||||||||||||||||||||||||
| PERIOD | DRILLING | BLASTING | LOADING | HAULAGE | SCATTERING | MAINTENANCE | PLANT | (20%) | TOTAL | (T X 106) | USD/T | |||||||||||||||||||||||||||||||||
| Year 1 | 1.77 | 1.55 | 3.94 | 8.52 | 1.30 | 0.23 | 0.15 | 3.50 | 20.97 | 9.41 | 2.23 | |||||||||||||||||||||||||||||||||
| Year 2 | 1.95 | 1.71 | 4.41 | 10.28 | 1.48 | 0.23 | 0.15 | 4.04 | 24.26 | 10.71 | 2.27 | |||||||||||||||||||||||||||||||||
| Year 3 | 2.60 | 2.31 | 5.84 | 14.07 | 2.13 | 0.23 | 0.15 | 5.47 | 32.81 | 14.44 | 2.27 | |||||||||||||||||||||||||||||||||
| Year 4 | 2.77 | 2.46 | 6.27 | 15.08 | 2.31 | 0.23 | 0.15 | 5.86 | 35.14 | 15.63 | 2.25 | |||||||||||||||||||||||||||||||||
| Year 5 | 3.37 | 3.01 | 7.65 | 18.60 | 2.90 | 0.23 | 0.15 | 7.18 | 43.11 | 20.16 | 2.14 | |||||||||||||||||||||||||||||||||
| Year 6 | 4.71 | 4.24 | 10.77 | 26.54 | 4.24 | 0.23 | 0.15 | 10.17 | 61.05 | 27.85 | 2.19 | |||||||||||||||||||||||||||||||||
| Year 7 | 4.71 | 4.24 | 10.77 | 29.06 | 4.24 | 0.23 | 0.15 | 10.68 | 64.08 | 27.55 | 2.33 | |||||||||||||||||||||||||||||||||
| Year 8 | 4.71 | 4.24 | 10.77 | 29.06 | 4.24 | 0.23 | 0.15 | 10.68 | 64.08 | 27.55 | 2.33 | |||||||||||||||||||||||||||||||||
| Year 9 | 4.71 | 4.24 | 10.77 | 29.28 | 4.24 | 0.23 | 0.15 | 10.72 | 64.34 | 27.55 | 2.34 | |||||||||||||||||||||||||||||||||
| Year 10 | 4.71 | 4.24 | 10.77 | 29.28 | 4.24 | 0.23 | 0.15 | 5.36 | 64.34 | 27.55 | 2.34 | |||||||||||||||||||||||||||||||||
| Year 11 | 5.63 | 5.08 | 12.92 | 37.09 | 5.16 | 0.23 | 0.15 | 13.25 | 79.52 | 33.27 | 2.39 | |||||||||||||||||||||||||||||||||
| Year 12 | 3.42 | 3.06 | 7.82 | 22.08 | 2.95 | 0.23 | 0.15 | 7.94 | 47.64 | 19.77 | 2.41 | |||||||||||||||||||||||||||||||||
| Year 13 | 0.39 | 0.30 | 0.84 | 1.82 | 0.05 | 0.23 | 0.11 | 0.75 | 4.49 | 1.58 | 2.84 | |||||||||||||||||||||||||||||||||
| Total Operating Cost LOM | 605.82 | |||||||||||||||||||||||||||||||||||||||||||
| Total Mt | 263.04 | |||||||||||||||||||||||||||||||||||||||||||
| Operating Cost US$ | 2.30 | |||||||||||||||||||||||||||||||||||||||||||
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22 ECONOMIC ANALYSIS
22.1 METHODOLOGY USED FOR XUXA PHASE 1
An economic analysis for Xuxa Phase 1 was developed using the discounted cash flow method and was based on the data and assumptions for capital and operating costs detailed in this report for mining, processing and associated infrastructure. An exchange rate of 3.85 BRL per US$ was used to convert particular components of the cost estimates into US$. No provision was made for the effects of inflation and the base currency was considered on a constant 2019 US$ basis. The evaluation was undertaken on a 100% equity basis. Exploration costs are deemed outside of the project and any additional project study costs have not been included in the analysis.
Base case scenario results are detailed in Table 22-10.
Table 22-1 – Base Case Scenario Results Xuxa
| Item | Unit | Value | ||||
| Pre-tax NPV @ 8% | US$ | 299,074,000 | ||||
| After-tax NPV @ 8% | US$ | 248,507,000 | ||||
| Pre-tax IRR | % | 47.6 | % | |||
| After-tax IRR | % | 43.2 | % | |||
| Pre-tax payback period | Years | 2.9 | ||||
| After-tax payback period | Years | 3.1 | ||||
A sensitivity analysis reveals that the project’s viability will not be significantly vulnerable to variations in initial capital expenditures, within the margins of error associated with the feasibility study estimates. However, the project’s viability remains most vulnerable to sensitivities in spodumene prices and spodumene recovery rate.
22.2 ASSUMPTIONS/BASIS XUXA
The following macro-economic and technical assumptions were used for the economic assessment.
22.2.1 Macro-Economic Assumptions
The main macro-economic assumptions used in the base case scenario are detailed in Table 22-2. The price forecasts for spodumene concentrate 6.0% Li2O were based on projections from Roskill. The sensitivity analysis considers a range of ±20% versus base case.
Table 22-2 – Main Macroeconomic Assumptions Xuxa
| Item | Unit | Value | ||||
| Spodumene price @ 6.00% Li2O (CIF China) (Note 1) | US$/t | 733 | ||||
| Spodumene price @ 6.00% Li2O (FOB Ilhéus Port) (Note 2) | US$/t | 629 | ||||
| Exchange rate | BRL/US$ | 3.85 | ||||
| Discount rate | % | 8.0 | % | |||
Note 1: Roskill forecast of average nominal arms-length selling price.
Note 2: China spodumene price minus budgetary estimate shipping cost.
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An exchange rate of 3.85 BRL per US$ was used to convert the BRL cost projections into US$. The sensitivity of base case financial results to exchange rate variations was examined. Cost components which include US$ content originally converted to BRL currency using the base case exchange rate were adjusted accordingly.
22.2.2 Technical Assumptions
The main technical assumptions used in the base case are given in Table 22-3.
Table 22-3 – Main Technical Assumptions Xuxa
| Item | Unit | Value | ||||
| Total Mineral Reserves (P&P) | t | 13,784,000 | ||||
| Annual ROM ore processed | t | 1,496,000 | ||||
| Annual spodumene concentrate production | t | 220,000 | ||||
| LCE production (Note 1) | t | 33,000 | ||||
| Strip ratio | ratio | 9.6: 1 | ||||
| Average Li2O grade of the reserve | % | 1.46 | ||||
| Spodumene recovery rate | % | 60.4 | ||||
| Concentrate grade | % Li2O | 6.00 | ||||
| Mine life | years | 9.2 | ||||
| Cost of spodumene concentrate ex-works | US$/t spodumene conc. | 238 | ||||
| Transportation costs (CIF China) | US$/t spodumene conc. | 104 | ||||
| Total cash cost (CIF China) | US$/t spodumene conc. | 342 | ||||
| Processing costs per tonne ROM | US$/t ROM | 11.03 | ||||
| Mining costs per waste + ore mined | US$/t mined | 2.07 | ||||
Note 1: tonnage based on direct conversion to LCE excluding conversion rate
22.2.3 Taxes and Royalties
The project was evaluated on a pre- and after-tax basis. It must be noted that there are many potential complex factors that affect the taxation of a mining project. The taxes, depletion, and depreciation calculations in the economic analysis are simplified and only intended to give a general indication of the potential tax implications at the project level.
Sudene is a government agency tasked with simulating economic development in specific geographies of Brazil. The project is to be installed in a Sudene-covered geographic area, where a tax incentive granted to the project indicates a 75% reduction of income tax for 10 years, after achieving at least 20% of its production capacity. The considered Brazilian income tax rate is assumed to be 15.25%, which represents the Sudene tax benefit applied to the Brazilian maximum corporate tax of 34% on taxable income (25% income tax plus 9% social contribution).
The project is expected to benefit from RECAP (IN SRF 605/2006 – a special tax regime for fixed assets acquisition for exporting companies) which grants PIS and COFINS exemptions of a total of 11.25%. The economic analysis assumes with reasonable basis that the project is granted this exemption.
The project is expected to be exempt from all importation taxes for products which there is no similar item produced in Brazil (Ex-Tarifário). Assembled equipment where some but not all individual components are produced in Brazil can be considered exempt from import taxes under these terms.
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The project royalties will include:
| • | A 2.0% CFEM royalty on gross spodumene revenue, paid to the Brazilian Government. The CFEM royalty amount is split between the Federal Government of Brazil (12%), State Government of Minas Gerais (23%), and Municipal Government of AraVuaí (65%). |
| • | Two 1% NSR royalties. |
| 22.3 | FINANCIAL MODEL XUXA |
Figure 22-1 illustrates the after-tax cash flow and cumulative cash flow profiles of the project under the base case scenario with a discount rate of 8%. The intersection of the after-tax cumulative cash flow with the horizontal zero line represents the payback period, measured from the start-up of the plant. The NPV, IRR and payback period values on a pre- and after-tax basis are stated in Table 22-10.
The indicated pre pre-production initial capital expenditures were estimated at US$71.1 million which includes the DMS plant, non-process infrastructure, and Owner’s cost.
The estimated project and mine closure costs are approximately US$7,944,000 and are considered in the base case of the economic study. A sensitivity analysis was conducted excluding closure costs and is presented in sub-section 22.4.1.
Sunk costs were not considered in the determination of cash flows and economic indicators but were considered as opening balances for the purpose of determining tax liabilities.
The cash flow profile in Table 22-5 shows the capital cost and provides an estimated capital spending schedule over the pre-production period of the project. Working capital requirements were estimated based on 60 days accounts receivable, 25 days inventory, and 25 days accounts payable and other current liabilities.
The total gross revenue derived from the sale of spodumene concentrate 6.00% Li2O was estimated at US$1,482.1 million, an average revenue of US$108/t ROM, and total operating costs (excluding royalty payments and any sales discounts) were estimated at US$665.0 million at an average cost of US$48.3/t ROM.
Net operating margin (gross revenue less realization and operating costs) was estimated at US$690.4 million.
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Table 22-4 – Xuxa Estimated Revenue and Operating Costs for 1.5 Mtpa Production Xuxa
| Total | LOM Avg. | |||||||
| Item | US$ M | US$/t | ||||||
| Gross Revenue | ||||||||
| Lithium Concentrate | 1,482 | 733 | ||||||
| Less: Realization Costs | ||||||||
| Royalties | 52 | 26 | ||||||
| Mitsui Prepay Repayment | 48 | 24 | ||||||
| Freight & Insurance & Storage | 211 | 104 | ||||||
| Total Realization Costs | 311 | 154 | ||||||
| Net Sales Revenue Less Freight & Storage | 1,171 | 579 | ||||||
| Less: Site Operating Costs | ||||||||
| Mining | 302 | 149 | ||||||
| Processing | 152 | 75 | ||||||
| Selling, General & Administration | 26 | 13 | ||||||
| Total Site Operating Costs | 480 | 238 | ||||||
| Net Operating Margin | 690 | 341 | ||||||
| % Net Operating Margin of Net Sales | 59 | % | 59 | % | ||||
| Less: Depreciation, Interest, and Taxes | ||||||||
| Depreciation | 116 | 57 | ||||||
| Interest & Post-Interest Royalty | 17 | 8 | ||||||
| Taxes | 89 | 44 | ||||||
| Total: Depreciation, Interest, and Taxes | 222 | 110 | ||||||
| Net Income | 469 | 232 | ||||||
Figure 22-1 – After-Tax Cash Flow and Cumulative Cash Flow Profiles Xuxa
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Table 22-5 – After-Tax Cash Flow and Cumulative Cash Flow Profiles Xuxa
| Consoildated P&L - Xuxa | [Units] | 2019E | 2020E | 2020E | 2022E | 2023E | 2024E | 2025E | 2026E | 2027E | 2028E | 2029E | 2030E | |||||||||||||||||||||||||||||||||||||||||
| Net Revenues | [USD] | - | - | 119.449.229 | 130.540.756 | 131.490.325 | 136,861,688 | 141.692,700 | 156.806.079 | 170.302,693 | 178.060.142 | 180.214.367 | 36.423.685 | |||||||||||||||||||||||||||||||||||||||||
| Growth (Y. o. Y) | [%] | 9.3 | % | 0.7 | % | 4.1 | % | 3.5 | % | 10.7 | % | 8.6 | % | 4.6 | % | 1.2 | % | (79.8 | )% | |||||||||||||||||||||||||||||||||||
| Spodumene Revenue | [USD] | - | 132,579,070 | 144,094,287 | 145,091,637 | 152,174,580 | 156,431,294 | 164,301,769 | 177,068,264 | 185,140,847 | 187,387,420 | 37,874,738 | ||||||||||||||||||||||||||||||||||||||||||
| CFEM Royalty | [USD] | - | (2,651,581 | ) | (2,881,886 | ) | (2,901,833 | ) | (3,043,492 | ) | (3,128,626 | ) | (3,286,035 | ) | (3,541,365 | ) | (3,702,817 | ) | (3,747,748 | ) | (757,495 | ) | ||||||||||||||||||||||||||||||||
| Land Owner Royalty | [USD] | - | - | - | - | (1,491,311 | ) | (1,533,027 | ) | (1,610,157 | ) | (1,735,269 | ) | (1,814,380 | ) | (1,836,397 | ) | (371,172 | ) | |||||||||||||||||||||||||||||||||||
| NSR #l | [USD] | - | (1,086,460 | ) | (1,197,346 | ) | (1,208,679 | ) | (1,270,789 | ) | (1,309,442 | ) | (1,378,497 | ) | (1,488,937 | ) | (1,563,508 | ) | (1,588,909 | ) | (322,385 | ) | ||||||||||||||||||||||||||||||||
| Offtake Financing Partner Discounts | [USD] | - | - | (9,391,800 | ) | (9,474,300 | ) | (9,490,800 | ) | (9,507,300 | ) | (8,767,500 | ) | (1,22,1000 | ) | - | - | - | - | |||||||||||||||||||||||||||||||||||
| COGS | [USD] | - | - | (75,895,980 | ) | (77,122,781 | ) | (74,742,622 | ) | (77,892,579 | ) | (79,827,031 | ) | (79,007,465 | ) | (74,218,630 | ) | (60,695,245 | ) | (51,078,280 | ) | (14,530,213 | ) | |||||||||||||||||||||||||||||||
| Growth (Y. o. Y) | [%] | 1.6 | % | (3.1 | )% | 4.2 | % | 2.5 | % | (1.0 | )% | (6.1 | )% | (18.2 | )% | (15.8 | )% | (71.6 | )% | |||||||||||||||||||||||||||||||||||
| % Total Net Revenues | [%] | (63.5 | )% | (59.1 | )% | (56.8 | )% | (56.9 | )% | (56.3 | )% | (50.4 | )% | (43.6 | )% | (34.1 | )% | (28.3 | )% | (39.9 | )% | |||||||||||||||||||||||||||||||||
| Mining Costs | [USD] | - | (38,754,243 | ) | (39,555,452 | ) | (37,724,479 | ) | (39,706,621 | ) | (41,300,864 | ) | (39,863,964 | ) | (33,577,304 | ) | (19,573,275 | ) | (10,270,382 | ) | (1,681,623 | ) | ||||||||||||||||||||||||||||||||
| Processing Costs | [USD] | - | (15,860,213 | ) | (16,089,528 | ) | (15,696,281 | ) | (16,133,818 | ) | (16,167,707 | ) | (15,977,470 | ) | (16,008,141 | ) | (16,034,745 | ) | (16,059,082 | ) | (7,969,873 | ) | ||||||||||||||||||||||||||||||||
| Transportation Costs | [USD] | (21,281,523 | ) | (21,477,802 | ) | (21,321,862 | ) | (22,052,139 | ) | (22,358,460 | ) | (23,166,030 | ) | (24,633,185 | ) | (25,087,225 | ) | (24,748,817 | ) | (4,878,718 | ) | |||||||||||||||||||||||||||||||||
| Gross Profit | [USD] | - | - | 43,553,249 | 53,417,974 | 56,747,703 | 58,969,109 | 61,865,669 | 77,798,614 | 96,084,062 | 117,364,897 | 129,136,086 | 21,893,472 | |||||||||||||||||||||||||||||||||||||||||
| Growth (Y. o. Y) | [%] | - | - | - | 22.6 | % | 6.2 | % | 3.9 | % | 4.9 | % | 25.8 | % | 23.5 | % | 22.1 | % | 10.0 | % | (83.0 | )% | ||||||||||||||||||||||||||||||||
| SG&Aand Other Expenses | [USD] | - | - | (2,637,436 | ) | (2,637,436 | ) | (2,637,436 | ) | (2,637,436 | ) | (2,637,436 | ) | (2,637,436 | ) | (2,637,436 | ) | (2,637,436 | ) | (2,637,436 | ) | (2,637,436 | ) | |||||||||||||||||||||||||||||||
| Growth (Y. a Y) | [%] | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| % Total Net Revenues | [%] | - | - | (2.2 | )% | (2.0 | )% | (2.0 | )% | (1.9 | )% | (1.9 | )% | (1.7 | )% | (1.5 | )% | (1.5 | )% | (1.5 | )% | (7.2 | )% | |||||||||||||||||||||||||||||||
| EBITDA | [USD] | - | - | 40,915,813 | 50,780,538 | 54,110,267 | 56,331,673 | 59,228,233 | 75,161,178 | 93,446,626 | 114,727,461 | 126,498,650 | 19,256,036 | |||||||||||||||||||||||||||||||||||||||||
| Growth (Y. o. Y) | [%] | n.a | - | 24.1 | % | 6.6 | % | 4.1 | % | 5.1 | % | 26.9 | % | 24.3 | % | 22.8 | % | 10.3 | % | (84.8 | )% | |||||||||||||||||||||||||||||||||
| EBIT DA Margin | [%] | - | - | 34.3 | % | 38.9 | % | 41.2 | % | 41.2 | % | 41.8 | % | 47.9 | % | 54.9 | % | 64.4 | % | 70.2 | % | 52.9 | % | |||||||||||||||||||||||||||||||
| Consolidated De predation | [USD] | - | (78,362 | ) | (23,367,048 | ) | (26,212,478 | ) | (27,283,986 | ) | (27,504,078 | ) | (5,284,211 | ) | (2,442,781 | ) | (1,371,273 | ) | (1,088,757 | ) | (1,073,152 | ) | (333 | ) | ||||||||||||||||||||||||||||||
| EBIT | [USD] | (78,362 | ) | 17,548,765 | 24,568,060 | 26,826,281 | 28,827,595 | 53,940,022 | 72,718,398 | 92,075,353 | 113,638,704 | 125,425,499 | 19,255,703 | |||||||||||||||||||||||||||||||||||||||||
| EBIT Margin | [%] | 14.7 | % | 18 8% | 20.4 | % | 21 1% | 38.1 | % | 46.4 | % | 54.1 | % | 63.8 | % | 69.6 | % | 52.9 | % | |||||||||||||||||||||||||||||||||||
| Consolidated interest Expenses | [USD] | - | - | - | (390.000 | ) | (4.215.000 | ) | (2.940.000 | ) | (1.665.000 | ) | (390.000 | ) | (390.000 | ) | (390.000 | ) | (390.000 | ) | (390.000 | ) | ||||||||||||||||||||||||||||||||
| EBT | [USD] | - | (78,362 | ) | 17,548,765 | 24,178,060 | 22,611,281 | 25,887,595 | 52,275,022 | 72,328,398 | 91,685,353 | 113,248,703 | 125,035,499 | 18,865,708 | ||||||||||||||||||||||||||||||||||||||||
| CBT Margin | [%] | - | - | 14.7 | % | 18.5 | % | 17.2 | % | 18.9 | % | 36.9 | % | 46.1 | % | 53 8% | 63.6 | % | 69.4 | % | 51.8 | % | ||||||||||||||||||||||||||||||||
| NSR»2 EBT Royalty | [USD] | - | - | (175,488 | ) | (241,781 | ) | (226,113 | ) | (258,876 | ) | (522,750 | ) | (723,284 | ) | (916,854 | ) | (1,132,487 | ) | (1,250,355 | ) | (188,657 | ) | |||||||||||||||||||||||||||||||
| Consolidated income Tax | [USD] | - | - | (2,352,222 | ) | (3,687,154 | ) | (3,448,220 | ) | (3,947,858 | ) | (7,971,941 | ) | (11,030,081 | ) | (13,982,016 | ) | (17,270,427 | ) | (19,067,914 | ) | (6,414,339 | ) | |||||||||||||||||||||||||||||||
| Effective Tax Rate (% of BBT) | [%] | (13.4 | )% | (15.3 | )% | (15.3 | )% | (15.3 | )% | (15.3 | )% | (15.3 | )% | (15.3 | )% | (15.3 | )% | (15.3 | )% | (34.0 | )% | |||||||||||||||||||||||||||||||||
| Net income | [USD] | - | (78,362 | ) | 15,021,055 | 20,249,125 | 18,936,948 | 21,680,861 | 43,780,331 | 60,575,033 | 76,786,483 | 94,845,790 | 104,717,230 | 12,262,707 | ||||||||||||||||||||||||||||||||||||||||
| Net Margin | [%] | - | - | 17.6 | % | 15.5 | % | 14.4 | % | 15 3% | 30.9 | % | 38.6 | % | 45.1 | % | 53 3% | 58.1 | % | 33.7 | % |
| Consolidated Unlevered Free Cash Flow - Xuxa | [Units] | 2019E | 2020E | 2021E | 2022E | 2023E | 2024E | 2025E | 2026E | 2027E | 2028E | 2029E | 2030E | |||||||||||||||||||||||||||||||||||||||||
| iNet Revenues | [USD] | - | - | 119,449,229 | 130,540,756 | 131,490,325 | 136,861,688 | 141,692,700 | 156,806,079 | 170,302,693 | 178,060,142 | 180,214,367 | 36,423,685 | |||||||||||||||||||||||||||||||||||||||||
| I EBITDA | [USD] | - | - | 40,915,813 | 50,780,538 | 54,110,267 | 56,331,673 | 59,228,233 | 75,161,178 | 93,446,626 | 114,727,461 | 126,494,650 | 19,256,036 | |||||||||||||||||||||||||||||||||||||||||
| EBIT | [USD] | - | (78,362 | ) | 17,548,765 | 24,568,060 | 26,826,281 | 28,827,595 | 53,940,022 | 72,718,398 | 92,075,353 | 113,638,703 | 125,425,499 | 19,255,703 | ||||||||||||||||||||||||||||||||||||||||
| (·*·) Taxes on EBIT | [USD] | - | - | (2,352,222 | ) | (3,746,629 | ) | (4,091,008 | ) | (4,396,208 | ) | (8,225,853 | ) | (11,069,556 | ) | (14,041,491 | ) | (17,329,902 | ) | (19,127,389 | ) | (6,546,939 | ) | |||||||||||||||||||||||||||||||
| NOPAT | [USD] | - | (78,362 | ) | 15,196,543 | 20,821,431 | 22,735,273 | 24,431,387 | 45,714,168 | 61.624,842 | 78,033,862 | 96,308,802 | 106,298,110 | 12,708,764 | ||||||||||||||||||||||||||||||||||||||||
| (*) Depredation | [USD] | - | 78,362 | 23,367,048 | 26,212,478 | 27,283,986 | 27, 504,078 | 5,288,211 | 2,442,781 | 1,371,273 | 1,068,757 | 1,073,152 | 333 | |||||||||||||||||||||||||||||||||||||||||
| (-) Capex | [USD] | - | 88,863,470 | ) | (11,381,721 | ) | (4,286,030 | ) | (1,130,065 | ) | - | - | - | - | - | - | (7,944,075 | ) | ||||||||||||||||||||||||||||||||||||
| (*/-) A WK | [USD] | - | - | (15,980,992 | ) | (1,752,799 | ) | (321,831 | ) | (669,926 | ) | (540,031 | ) | (1,300,005 | ) | (2,345,911 | ) | (2,201,456 | ) | (1,012,815 | ) | 21,133,532 | ||||||||||||||||||||||||||||||||
| After-Tax FCFF | [USD] | - | (88,863,470 | ) | 11,200,877 | 40,995,080 | 48,567,363 | 51,265,540 | 50,462,348 | 62,771,617 | 77,059,223 | 95,196,102 | 106,358,447 | 25,898,555 | ||||||||||||||||||||||||||||||||||||||||
| Pre-Tax FCFF | [USD] | - | (88,863,470 | ) | 13,553,100 | 44,741,720 | 52,658,371 | 55,661,748 | 58,688,201 | 73,851,173 | 91,100,715 | 112,52,005 | 125,485,835 | 32,445,498 | ||||||||||||||||||||||||||||||||||||||||
| Discount Period | 0.0 | 1.0 | 2.0 | 3.0 | 4.0 | 5.0 | 5.0 | 7.0 | 8.0 | 9.0 | 10.0 | 11.0 | ||||||||||||||||||||||||||||||||||||||||||
| Discount Factor | 1.0 | 0.9 | 0.9 | 0.8 | 0.7 | 0.7 | 0.6 | 0.6 | 0.5 | 0.5 | 0.5 | 0.4 | ||||||||||||||||||||||||||||||||||||||||||
| After-Tax Discounted Cash Flow | [USD] | - | - | (82,280,991 | ) | 9,602,947 | 32,543,217 | 35,698,462 | 34,890,465 | 31,799,839 | 36,626,636 | 41,632,701 | 47,621,752 | 49,264,540 | 11,107,446 | |||||||||||||||||||||||||||||||||||||||
| After-Tax Cumulative Cash Flows | [USD] | - | (82,280,991 | ) | (72,678,044 | ) | (40,134,827 | ) | (4,436,366 | ) | 30,454,099 | 62,253,938 | 98,880,574 | 140,513,275 | 188,135,027 | 237,399,566 | 248,507,013 | |||||||||||||||||||||||||||||||||||||
| Pre-Tax DCF | [USD] | - | (82,280,991 | ) | 11,619,599 | 35,517,412 | 38,705,475 | 37,882,450 | 36,983,522 | 43,097,285 | 49,218,882 | 56,291,018 | 58,124,222 | 13,915,316 | ||||||||||||||||||||||||||||||||||||||||
| Pre-Tax Cumulative Cash Flows | [USD] | - | (82,280,991 | ) | (70,661,392 | ) | (35,143,981 | ) | 3,561,494 | 41,443,944 | 78,427,466 | 121,524,751 | 170,743,633 | 227,034,650 | 285,158,872 | 299,074,188 | ||||||||||||||||||||||||||||||||||||||
| Pre-Tax Payback Period | [Years] | 2.9 | ||||||||||||||||||||||||||||||||||||||||||||||||||||
| After-Tax Payback Period | [Years] | 3.1 |
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22.4 SENSITIVITY ANALYSIS XUXA
A sensitivity analysis for Xuxa Phase 1 was carried out with the base case (including cost for mine closure) as described above as the midpoint. An interval of ± 20% versus base case values was considered with increments of 10%.
The sensitivity analysis assesses the impact on the Project’s net present value (NPV) and internal rate of return (IRR), on both a pre-tax and after-tax basis, of changes in CIF spodumene price, lithium grade, BRL to US$ exchange rate, pre-production initial capital expenditure, operating expenses and discount rate.
As seen in Figure 22-2, Figure 22-3, Figure 22-4, and Figure 22-5, the Project’s NPV and IRR are not significantly vulnerable to changes in the pre-production initial capital expenditure nor discount rate considered, as shown by the smoother curves associated with these variables. Note that the Project IRR is independent of the discount rate considered.
The Project’s NPV and IRR are more sensitive to variation in CIF spodumene price and recovery rates as shown by the steeper curves associated with these variables.
The Project’s NPV is significantly positive at the lower limit of the price interval and the recovery rate interval examined. The Project’s NPV is also significantly positive at the upper limit of the operating expenses interval examined.
22.4.1 Pre-Tax Analysis

Figure 22-2 – Pre-Tax NPV (US$ million) Xuxa
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Figure 22-3 – Pre-Tax IRR Xuxa
22.4.2 After Tax Analysis
Table 22-6 – After-Tax NPV Sensitivity Input Assumptions for Each Scenario (+20% and -20)% Xuxa
| Input Assumption | Unit | -20% | -10% | Base | +10% | +20% | ||||||||||||||||
| CIF Spodumene Price LOM Avg | US$/t | 586 | 660 | 733 | 806 | 879 | ||||||||||||||||
| CIF Spodumene Price 2021 | US$/t | 520 | 585 | 650 | 715 | 780 | ||||||||||||||||
| Recovery Rate | % | 48 | 54 | 60 | 66 | 73 | ||||||||||||||||
| Total Opex | US$ M | (532 | ) | (599 | ) | (665 | ) | (732 | ) | (798 | ) | |||||||||||
| Discount Rate | % | 6.4 | 7.2 | 8.0 | 8.8 | 9.6 | ||||||||||||||||
| Total Capex | US$ M | (91 | ) | (102 | ) | (114 | ) | (125 | ) | (136 | ) | |||||||||||
| Ore Grade | % | 1.17 | 1.31 | 1.46 | 1.60 | 1.75 | ||||||||||||||||
| Exchange Rate BRL / US$ (Note 1) | BRL/US$ | 3.28 | 3.69 | 4.10 | 4.51 | 4.92 |
Note 1: OPEX was based on 3.85 BRL/US$.

Figure 22-4 – After-Tax NPV (US$ million) Xuxa
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Table 22-7 – After-Tax NPV Sensitivity Analysis for Each Scenario Xuxa
| After Tax NPV (US$ M) | Unit | -20% | -10% | Base | +10% | +20% | ||||||||||||||||
| CIF Spodumene Price LOM Avg | US$ M | 102 | 175 | 249 | 322 | 395 | ||||||||||||||||
| Recovery Rate | US$ M | 123 | 186 | 249 | 311 | 374 | ||||||||||||||||
| Total Opex | US$ M | 335 | 292 | 249 | 205 | 161 | ||||||||||||||||
| Discount Rate | US$ M | 283 | 265 | 249 | 233 | 218 | ||||||||||||||||
| Total Capex | US$ M | 266 | 257 | 249 | 240 | 231 | ||||||||||||||||
| Ore Grade | US$ M | 233 | 241 | 249 | 256 | 264 | ||||||||||||||||
| Exchange Rate BRL / US$ | US$ M | 235 | 243 | 249 | 253 | 257 |
Note: All NPVs were calculated using all-in Initial, Sustaining and Deferred CAPEX of US$ 113.6 million, which is the sum of the Initial CAPEX and the non-financeable Sustaining and Deferred CAPEX of US$ 15.2 million.

Figure 22-5 – After-Tax IRR Xuxa
Table 22-8 – Combined Sensitivity of Xuxa NPV to Prices and Discount Rate Xuxa
| After-Tax NPV | Spodumene Price CIF US$/t | |||||||||||||||||||||||
| (US$ M) | 586 | 660 | 733 | 806 | 879 | |||||||||||||||||||
| 6.4 | % | 123 | 203 | 283 | 363 | 444 | ||||||||||||||||||
| Discount | 7.2 | % | 112 | 188 | 265 | 342 | 419 | |||||||||||||||||
| Rate | 8.0 | % | 102 | 175 | 249 | 322 | 395 | |||||||||||||||||
| 8.8 | % | 93 | 163 | 233 | 303 | 374 | ||||||||||||||||||
| 9.6 | % | 84 | 151 | 218 | 286 | 353 | ||||||||||||||||||
Note: All NPVs were calculated using all-in Initial, Sustaining and Deferred CAPEX of US$ 113.6 million, which is the sum of the Initial CAPEX and the non-financeable Sustaining and Deferred CAPEX of US$ 15.2 million.
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Table 22-9 – After-Tax IRR Sensitivity to Spodumene Price (CIF) Xuxa
| Spodumene Price CIF | ||||||||||||||||||||
| US$ / t | ||||||||||||||||||||
| 586 | 660 | 733 | 806 | 879 | ||||||||||||||||
| After-Tax IRR % | 22.9 | 33.2 | 43.2 | 52.9 | 62.7 | |||||||||||||||
22.4.3 Sensitivity Analysis (Excluding Closure Costs)
A sensitivity analysis was conducted on the case excluding closure costs. Pre-tax and after-tax NPV and IRRs for this case are shown in Figure 22-6 through Figure 22-9.

Figure 22-6 – Pre-Tax NPV (US$ million) - excluding closure costs Xuxa

Figure 22-7 – Pre-Tax IRR - excluding closure costs Xuxa
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Figure 22-8 – After-Tax NPV (US$ million) - excluding closure costs Xuxa

Figure 22-9 – After-Tax IRR - excluding closure costs Xuxa
22.5 METHODOLOGY USED FOR BARREIRO PHASE 2
GE21, based on the Mineral Resource, prepared a Preliminary Economic Assessment (“PEA”) for the Barreiro deposit.
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
It is noted that the Company has not yet made a production decision in respect of the Barreiro deposit. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Barreiro deposit. All statements regarding mine development or production in respect of the Barreiro deposit in this report are expressly qualified by this statement.
An economic analysis was developed using the discounted cash flow method and was based on the data and assumptions for capital and operating costs detailed in this report for mining, processing and associated infrastructure. The basis for forecasted spodumene concentrate lithium pricing was provided by Roskill’s arm’s length price curve with an internal adjustment starting with 2022 price of US$750/t (below current 2021 spot market). Although approximately 70% of the Company’s operational costs are incurred in Brazilian reais, the assumptions were fixed in USD, the base currency for the financial model.
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An exchange rate of 5.20 BRL per US$ was used to convert particular components of the cost estimates into US dollars. No provision was made for the effects of inflation and the base currency was considered on a constant 2021 US$ basis. The evaluation was undertaken on a 100% equity basis. Exploration costs are deemed outside of the project and any additional project study costs have not been included in the analysis.
Base case scenario results are detailed in Table 22-100.
Table 22-10 – Base Case Scenario Results
| Item | Unit | Value | ||||
| After-tax NPV @ 8% | US$ M | 449 | ||||
| After-tax IRR | % | 208 | ||||
| After-tax payback period | Years | 0.4 | ||||
As displayed in Table 22-10, the PEA projects potential strong financial outcomes with an after-tax NPV (discounted at 8%) of US$449 million and IRR of 208%.
22.6 ASSUMPTIONS/BASIS BARREIRO
GE21, based on the Mineral Resource, prepared a Preliminary Economic Assessment (“PEA”) for the Barreiro deposit.
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
It is noted that the Company has not yet made a production decision in respect of the Barreiro deposit. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Barreiro deposit. All statements regarding mine development or production in respect of the Barreiro deposit in this report are expressly qualified by this statement.
The following macro-economic and technical assumptions were used for the economic assessment.
22.6.1 Macro-Economic Assumptions
The main macro-economic assumptions used in the base case scenario are detailed in Table 22-2. The price forecasts for spodumene concentrate 6.0% Li2O were based on projections from Roskill.
Table 22-11: Main Macroeconomic Assumptions Barreiro
| Item | Unit | Value | ||||||
| Spodumene price @ 6.00% Li2O (CIF China) (Note 1) | US$/t | 750 | ||||||
| Spodumene price @ 6.00% Li2O (FOB Ilhéus Port) (Note 2) | US$/t | 646 | ||||||
| Exchange rate | BRL/US$ | 5.20 | ||||||
| Discount rate | % | 8.0 | ||||||
Note 1: Roskill forecast of average nominal arms-length selling price.
Note 2: China spodumene price minus budgetary estimate shipping cost.
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An exchange rate of 5.20 BRL per US$ was used to convert the BRL cost projections into US$. The sensitivity of base case financial results to exchange rate variations was examined. Cost components which include US$ content originally converted to BRL currency using the base case exchange rate were adjusted accordingly.
22.6.2 Technical Assumptions
The main technical assumptions used in the base case are given in Table 22-3.
Table 22-12: Main Technical Assumptions Barreiro
| Item | Unit | Value | ||||
| Total Mineral Reserves (P&P) | Mt | 21.3 | ||||
| Annual ROM feed processed | Mt | 1.68 | ||||
| Annual spodumene concentrate production | t | 222,000 | ||||
| LCE production (Note 1) | t | 33,000 | ||||
| Average strip ratio (LOM) | ratio | 11.6:1 | ||||
| Average Li2O grade of the resource | % | 1.44 | ||||
| Spodumene recovery rate | % | 66 | ||||
| Concentrate grade | % Li2O | 6.00 | ||||
| Mine life | years | 13 | ||||
| Cost of spodumene concentrate ex-works | US$/t spodumene conc. | 256 | ||||
| Transportation costs (CIF China) | US$/t spodumene conc. | 104 | ||||
| Total cash cost (CIF China) | US$/t spodumene conc. | 360 | ||||
| Processing costs per tonne ROM | US$/t ROM | 8.6 | ||||
| Mining costs per waste + mineralized material mined | US$/t mined | 2.3 | ||||
Note 1: tonnage based on direct conversion to LCE excluding conversion rate
22.6.3 Taxes and Royalties
The project was evaluated on a pre- and after-tax basis. It must be noted that there are many potential complex factors that affect the taxation of a mining project. The taxes, depletion, and depreciation calculations in the economic analysis are simplified and only intended to give a general indication of the potential tax implications at the project level.
Sudene is a government agency tasked with stimulating economic development in specific geographies of Brazil. The project is to be installed in a Sudene-covered geographic area, where a tax incentive granted to the project indicates a 75% reduction of income tax for 10 years, after achieving at least 20% of its production capacity. The considered Brazilian income tax rate is assumed to be 15.25%, which represents the Sudene tax benefit applied to the Brazilian maximum corporate tax of 34% on taxable income (25% income tax plus 9% social contribution).
The project is expected to benefit from RECAP (IN SRF 605/2006 – a special tax regime for fixed assets acquisition for exporting companies) which grants PIS and COFINS exemptions of a total of 11.25%. The economic analysis assumes with reasonable basis that the project is granted this exemption.
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The project is expected to be exempt from all importation taxes for products which there is no similar item produced in Brazil (Ex-Tarifário). Assembled equipment where some but not all individual components are produced in Brazil can be considered exempt from import taxes under these terms.
The project royalties will include:
A 2.0% CFEM royalty on gross spodumene revenue, paid to the Brazilian Government. The CFEM royalty amount is split between: the Federal Government Entities (10%), State Government of Minas Gerais (15%), and Municipal Government of Araçuaí (60%), for the Federal District and Municipalities, when affected by mining activity and production does not occur in their territories (15%).
Two 1% NSR royalties.
22.7 FINANCIAL MODEL BARREIRO
GE21, based on the Mineral Resource, prepared a Preliminary Economic Assessment (“PEA”) for the Barreiro deposit.
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
It is noted that the Company has not yet made a production decision in respect of the Barreiro deposit. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Barreiro deposit. All statements regarding mine development or production in respect of the Barreiro deposit in this report are expressly qualified by this statement.
The total gross revenue derived from the sale of spodumene concentrate 6.00% Li2O was estimated at US$2,153 million, an average revenue of US$336/t ROM. Total operating costs (excluding royalty payments and any sales discounts) were estimated at US$594.0 million at an average cost of US$207/t ROM.
Net operating margin (gross revenue less realization and operating costs) was estimated at US$1,200 million (Table 22-13).
Table 22-13: Barreira Estimated Revenue and Operating Costs for 1.68 Mtpa Production
| Total | LOM Avg. | |||||||
| Item | US$ M | US$/t | ||||||
| Gross Revenue | ||||||||
| Lithium Concentrate | 2,153 | 750 | ||||||
| Less: Realization Costs | ||||||||
| Royalties | 61 | 21 | ||||||
| Freight & Insurance & Storage | 299 | 104 | ||||||
| Total Realization Costs | 360 | 125 | ||||||
| Net Sales Revenue Less Realization Costs | 1,794 | 625 | ||||||
| Less: Site Operating Costs | ||||||||
| Mining | 571 | 199 | ||||||
| Processing | 156 | 55 | ||||||
| Selling, General & Administration | 8 | 3 | ||||||
| Total Site Operating Costs | 594 | 207 | ||||||
| Net Operating Margin | 1,200 | 418 | ||||||
| % Net Operating Margin of Net Sales | 67 | % | 67 | % | ||||
| Less: Depreciation and Taxes | ||||||||
| Depreciation | 32 | 11 | ||||||
| Taxes | 203 | 71 | ||||||
| Total: Depreciation and Taxes | 235 | 82 | ||||||
| Net Income | 965 | 336 | ||||||
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22.8 SENSITIVITY ANALYSIS BARREIRO
GE21, based on the Mineral Resource, prepared a Preliminary Economic Assessment (“PEA”) for the Barreiro deposit.
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
It is noted that the Company has not yet made a production decision in respect of the Barreiro deposit. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Barreiro deposit. All statements regarding mine development or production in respect of the Barreiro deposit in this report are expressly qualified by this statement.
Table 22-14 analyses the impact on NPV when spodumene pricing and recovery percentages fluctuate.
The Project NPV is most sensitive to movements in the price of spodumene and the metallurgical recovery rate of the lithium at the Second Plant. Foreign exchange fluctuations impact operating cash costs (mostly derived from Brazilian Real) and development capital (approximately 70% derived from Brazilian Real prices).
Table 22-14: Sensitivity Analysis on NPV with Different Recovery and Pricing
| AFTER-TAX | ||||||||||
| SENSITIVITY MATRIX | NPV (US$ M) | |||||||||
| Spodumene Price (CIF China) | Recovery (%) | |||||||||
| (US$/t) | 60.4% | 66.0% | ||||||||
| $ 650 | $ 260 M | $ 320 M | ||||||||
| 700 | 319 | 384 | ||||||||
| 750 | 378 | 449 | ||||||||
| 800 | 437 | 513 | ||||||||
| 850 | 496 | 578 | ||||||||
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23 ADJACENT PROPERTIES
This section is not relevant to this Report.
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| 24 | OTHER RELEVANT DATA AND INFORMATION |
| 24.1 | SCHEDULE FOR XUXA PHASE 1 |
The project implementation schedule was developed in conjunction with GE21, Primero and Sigma.
Project approval and kick-off is dictated by two major milestones, namely the approval of the Environmental Construction License and confirmation of project financing. To progress the project prior to meeting these two milestones, a contract was awarded for the front-end engineering and design (FEED) for the process plant. This approach will allow process design to progress sufficiently to confirm selection of major long-lead equipment and associated pricing. Once these two milestones are met, orders can be placed, and detailed engineering can commence to reduce risks to Sigma and its stakeholders while maintaining progress.
The schedule for the engineering and design itself is based on a detailed deliverables list with estimated hours and rationalised using Primero’s past experience from similar projects. This includes all engineering, drafting, procurement services and management.
Procurement and fabrication lead times included are based on competitive tenders issued to the market for all major equipment and fabricated bulks. Allowances have also been made for delivery times to site.
Initial site mobilisation for the bulk earthwork’s construction is dictated by the degrubbing, laydowns and topsoil removal and by the completion of the bulk earthworks design. Full site establishment for all other site installation works can commence as soon as the bulk earthworks have progressed sufficiently enough, and the areas are handed over. The schedules for the various construction contracts have been based on installation man-hours and site durations received from suitably qualified contractors via competitive tendering. The durations, sequencing and site manning levels were all rationalised and adjusted according to construction experience of similar projects within the same area.
Commissioning of the process plant has been based on previous experience commissioning plants of similar process design and size.
| 24.1.1 | Key Dates |
The project implementation key dates are shown Table 24-1.
Table 24-1 – Key Dates Summary
| Date | ||
| Activity | (weeks) | |
| FEED design commences | -9w | |
| Bulk earthworks design commences | -5w | |
| Environmental construction license | -1w | |
| Project financing complete, project go | 0 | |
| Site mobilisation | 9w | |
| Concrete commences | 17w | |
| SMP commences | 31w | |
| Construction complete | 48-52w | |
| Start of dry commissioning | 48-52w | |
| Start of ore commissioning | 51-55w | |
| Commissioning complete | 57-61w |
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| 24.1.2 | Schedule Basis |
The schedule is based on the following:
| · | Offsite: nominal 40-hour week, no work on public holidays |
| · | Sigma approval period (preferred supplier list, process design and general arrangement drawings only): five working days unless otherwise noted herein |
| · | Onsite construction labour: 190 hrs per month per person. Two shifts considered in certain areas for acceleration. 13 days per fortnight, 10 hours / day, three weeks on, one week off |
| · | Onsite expatriate labour: 13 days per fortnight, 10 hours / day, six weeks on, two weeks off |
| · | No site activities during public holidays. |
| 24.2 | SCHEDULE FOR BARREIRO PHASE 2 |
GE21, based on the Mineral Resource, prepared a Preliminary Economic Assessment (“PEA”) for the Barreiro deposit.
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
It is noted that the Company has not yet made a production decision in respect of the Barreiro deposit. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Barreiro deposit. All statements regarding mine development or production in respect of the Barreiro deposit in this report are expressly qualified by this statement.
It is anticipated that the implementation schedule timeline presented in Table 24-1 are applicable for the Phase 2 works. The Phase 2 works will not be concurrent with Phase 1.
| 24.3 | PROJECT EXECUTION PLAN |
This section describes the project execution plan (PEP) which forms the basis of the Xuxa feasibility study and the Barreiro PEA.
| 24.3.1 | Mission Statement |
The project delivery objectives will need to align those of Sigma’s business and project objectives as follows:
Meet or exceed Sigma’s health, safety, environmental, community and project development standards Conform to statutory requirements and Sigma’s commitments regarding licenses and approvals
| 24.3.2 | Scope |
The Owner’s team has the overall responsibility of managing project implementation. The Owner’s scope of services will include the following:
Obtaining and management of the necessary Federal, State and local permits and approvals
Preparation of overarching standards, site rules and procedures
Overall site health, safety and environmental management
Scope preparation, tendering and award, contract administration and closeout of each of the contracts listed in Section 24.3.4.
Detailed overview of the engineering ensuring the Sigma requirements are satisfied
Interface management between the consultant sub-contractors
Interface with the Sigma corporate office
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Establishment of the operations and mining teams, including the mining operations sub-contractor Procurement of spare parts (operating, insurance) (based on spare parts list provided by the suppliers) Training and operational readiness
| 24.3.3 | Criteria and WBS |
| 24.3.3.1 | Project Standards and WBS |
The design, engineering and project execution will be carried out in accordance with Brazilian Standards and ASME/ANSI and IEC as applicable and as stated in the design criteria. A WBS for the Project has been developed.
| 24.3.4 | Contracting Strategy |
The Sigma Owner’s team will be responsible for tendering and award of the major contracts listed in Table 24-2.
Table 24-2 – Major Contracts List
| Package Description |
| Engineering, Procurement & Construction Management - Overall |
| Engineering, Procurement and Commissioning – Process Plant |
| HV Power line feed and sub-stations |
| Contract crushing |
| Contract mining |
| 24.3.4.1 | Engineering, Procurement and Construction Management - Overall |
Sigma will engage a suitably qualified engineering, procurement and construction management (EPCM) contractor. The EPCM contractor shall act as an agent of Sigma in all project management and construction activities. The EPCM contractor shall be responsible for the following services:
| · | Overall project management and construction management (including overall reporting consolidation) |
| · | Overall management of the construction site including health, safety and environmental management. |
| · | Engineering, procurement and construction of all non-process infrastructure |
In addition to this, the EPCM contractor will tender and award several sub-contracts to suitably qualified consultants and construction contractors.
| 24.3.4.2 | Engineering, Procurement and Commissioning – Process Plant |
The Owner’s team will award the engineering, procurement and commissioning of the spodumene processing facility to a suitably qualified engineering consultant with specific experience in designing and delivering processing facilities.
The selected consultant will carry out process plant commissioning to ensure commissioning, ramp-up and full name-plate production is achieved within the shortest possible time.
| 24.3.4.3 | HV Power Line Feed and Sub-Stations |
Power will be sourced via a 125 m extension from an existing 138 kV overhead transmission line. A suitable contractor will be engaged to construct the new 138k V overhead transmission line, switchyard and 4.16 kV sub-station on a BOO arrangement.
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CEMIG will be required to carry out the final connection between the existing 138 kV line and the newly constructed line.
| 24.3.4.4 | Contract Crushing |
The Owner’s team will award the contract crushing services to a suitably qualified OEM provider. The crushing facility will be solely managed, operated and maintained by the crushing contractor in order to meet the monthly production requirements.
The crushing contractor will mobilise, install and commission the crushing circuit. The process plant engineering, procurement and commissioning consultant will be responsible for installing minor concrete pads and provision of electrical power supply for the crushing facility.
| 24.3.4.5 | Contract Mining |
A suitable mining contractor will be engaged to carry out mining operations throughout the LOM. The mining contractor will mobilise to site approximately six months prior to the commissioning of the process plant in order to carry out site establishment, construction of haul roads and pre-stripping activities. With the exception of diesel fuel storage and distribution, the mining contractor will be responsible for providing all mine services infrastructure in order to operate and maintain the mining fleet and ancillary equipment. This will include, but not be limited to, the heavy vehicle equipment workshops, light vehicle workshops, tyre change facility and general maintenance workshops and warehousing.
| 24.3.5 | Construction |
| 24.3.5.1 | Construction Management |
The EPCM contractor will have ownership of the site during construction and shall be responsible for all sub-contractors on site and be responsible for health and safety at site.
| 24.3.5.2 | Construction Facilities |
The EPCM contractor will set-up temporary construction facilities for their own construction management personnel as well as the Owner’s team. The Owner’s team will relocate into the new permanent administration building as soon as installation has been completed.
Each construction sub-contractor will be responsible for providing its own construction facilities at designated areas including laydown areas.
| 24.3.5.3 | Construction Power |
Until the newly installed substation is energised, all construction power will be supplied via diesel generators. All contractors will be responsible for fuelling their own generators.
| 24.3.5.4 | Construction Security |
The contractor will install a security fence around the perimeter of the site as well as a security hut and boom gate at the entrance to the site for personnel and visitors sign-in and sign-out and for inspection of vehicle loads leaving the site. A sheltered warehouse will be provided and managed by the EPCM contractor for any equipment requiring indoor storage.
| 24.3.5.5 | Accommodation |
No on-site accommodation has been considered. The Owner’s team and the EPCM contractor will source accommodation locally in the neighbouring towns within reasonable traveling distance to site. All construction contractors will be responsible for providing their own accommodation off-site.
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| 25 | INTERPRETATION AND CONCLUSIONS |
| 25.1 | CONCLUSIONS |
This report comprises a technical study assessing the proposed mining operations which contribute towards the findings of an independent preliminary economic assessment (PEA) of the Project.
The Report outlines the requirements and parameters for the development of an open pit mine consisting of one pit on the Barreiro deposit (Phase 2), together with related infrastructure to process 1,680,000 dry tonnes of mineralized material per year for a LOM of 12.7 years.
It is noted that the Company has not yet made a production decision in respect of the Barreiro deposit. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Barreiro deposit. All statements regarding mine development or production in respect of the Barreiro deposit in this report are expressly qualified by this statement.
| 25.1.1 | Mineral Resource |
Mineral Resource estimates are reported for the Xuxa, Barreiro, Lavra do Meio and Murial pegmatites in the Grota do Cirilo property area. Based on the information and reviews presented in this Report, the QP notes that:
Information from experts retained by Sigma supports that the mining tenure held is valid and is sufficient to support declaration of Mineral Resources
Surface rights to allow exploration-stage activities have been obtained, in addition, these surface rights will support project evaluation such as DMS pilot plant test work the Grota do Cirilo property area
Royalties are payable to third parties and the Brazilian government
To the extent known to the QP, there are no other significant factors and risks that may affect access, title, or the right or ability to perform work on the property that have not been discussed in this Report
The known deposits within the Project area are considered to be examples of LCT pegmatites
11 pegmatites in the Geniapapo and six pegmatites in the Santa Clara area were considered to have exploration potential; however, no current exploration is planned in this area due to the current focus on the Grota do Cirilo property area
Sigma has completed ground reconnaissance, satellite image interpretation, geological mapping, channel and chip sampling, trenching, core drilling, and Mineral Resource estimation. A total of 255 core holes (42,301.15) m was completed in 2014, and 2017–2018. The drilling used conventional methods. Core was logged and photographed. Collar surveys were performed. Core recovery is considered acceptable.
Most drill holes intersect the mineralized zones at an angle, and the drill hole intercept widths reported for the Project are shorter than true widths
Sample security procedures met industry standards at the time the samples were collected. Current sample storage procedures and storage areas are consistent with industry standards
Sample preparation and lithium analyses are performed by accredited laboratories that are independent of Sigma. Sample preparation and analytical methods are appropriate for lithium determination
SGS validated the exploration processes and core sampling procedures (2017) used by SMSA as part of an independent verification program. The drill core handling, logging and sampling protocols are at conventional industry standard and conform to generally accept best practices. The sample quality is good and that the samples are generally representative. The system is appropriate for the collection of data suitable for a Mineral Resource estimate
The sample preparation, analysis and QA/QC protocol used by Sigma for the Project follow generally accepted industry standards and that the Project data is of a sufficient quality. However, more attention should be put into the blank material selection in the future in order improve the similarity between the batches
Mineral Resources were estimated using OK, and were classified using the 2014 CIM Definition Standards
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Mineral Resources can be affected by the market value of lithium and lithium compounds or the modification of the Brazilian taxation regime environmental policies
The Mineral Resource estimates are reported using a 0.5% Li2O cut-off. The Mineral Resources are constrained by the topography and based on the conceptual economic parameters stated in the notes below. The estimate has an effective date of January 10, 2019. The QP for the estimate is Mr. Marc-Antoine Laporte, P.Geo., an SGS Geological Services employee.
| 25.1.2 | Process Plant |
Spodumene concentrate with a minimum grade of 6.0% Li2O was achieved by a metallurgical testing program at SGS Canada in Lakefield.
The metallurgical test work showed that spodumene can be recovered via a DMS circuit, which includes coarse, fines and ultrafines DMS unit operations, with a global recovery of 60.4%.
The spodumene plant is designed to process 1,680,000 dry tonnes of ore per year to produce a total of 222,147 dry tonnes of spodumene concentrate of 6.0% Li2O based on a Li2O recovery of 66%.
The flowsheet includes three-stage conventional crushing, grinding, magnetic separation, DMS, thickening, filtering and spodumene and concentrate storage and shipping. The QP concludes that the project is technically feasible to proceed to detailed engineering and construction.
| 25.1.3 | Infrastructure |
The necessary non-process infrastructure for the plant that will need to be installed includes: the main high voltage electrical substations, the main site access roads (municipal), administrative buildings including medical clinic, mess hall and kitchen, warehouse and maintenance building, utilities storage and reticulation (compressed air, process potable and fire-water).
| 25.1.4 | Water Management |
The water management infrastructure is considered to be sufficiently sized to manage the expected surface runoff volumes.
| 25.1.5 | Mining |
Based on current Mineral Reserves and mine planning, the Xuxa LOM production schedule extends for 10 years, with a total of 2 Mt of lithium concentrate anticipated to be produced during this period While there are no Mineral Reserves currently assigned to Barreiro, this PEA considers mining scenarios to extract the lithium-bearing mineralization from the deposit.
Mining operations are based on the use of hydraulic excavators and a haul truck fleet engaged in conventional open pit mining techniques. Excavated material will be loaded in trucks and hauled to either the ROM pad or the waste piles. Controlled blasting (pre-splitting) technique will be used for the mineralized domain to reduce back-break and to better control dilution.
The risks to the Barreiro and Xuxa Project LOM plans and operations are currently considered to be low, with outcomes being sensitive to negative commercial trends that might develop in respect of the lithium price, exchange rate, and the inflationary effect on labour and consumables. With respect to the mining operation, the production rate and size of the pit may impose some challenges in terms of mining.
Based on the geotechnical results obtained, the pit slopes geometry is adequate to the rock mass geomechanical conditions and that the safety factors obtained are much higher the minimums recommended for this type of project.
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Adjustments and improvements to the geotechnical parameters may be possible when active mining operations commence.
| 25.1.5.1 | Waste and tailings |
During the LOM, the estimated waste tonnage will be 246 Mt. About 9.6 Mt of tailings will be produced from the process plant, in addition to the 9.6 Mt of tailings produced from the Xuxa production. Four waste piles are planned: two of which will store only waste rock, and two of which are planned for co-disposal of waste rock and tailings.
The tailings will be filtered to a dry consistency and placed as a solid waste confined within waste rock shells that will ensure the short and long-term stability of the waste piles.
| 25.1.6 | Geotechnical |
A preliminary site geotechnical investigation was carried out. Due to access restrictions, only a limited number of boreholes and test-pits were executed in the periphery of the process plant facilities and the results were used to provide preliminary geotechnical design parameters.
A detailed hydrogeological investigation is recommended to clarify water table elevation, continuity of water bearing zone and evaluate subsurface (water-bearing zone/aquifer) hydrogeological parameters to better understand the condition and plan for mining activities. The investigation should include a baseline study of the pre-mining conditions.
| 25.1.7 | Environment |
The Environmental Impact Study - EIA and its respective Environmental Impact Report - RIMA will be submitted to the regulatory agency, Bureau of Priority Projects - SUPPRI, as a supporting document to obtain a Preliminary License - LP and an Installation License - LI for Grota do Cirilo Project - Barreiro Pegmatite.
Sigma holds approved PAEs over the Xuxa, Barreiro, Lavra do Meio, Murial, Maxixe and Nezinho do Chicâo deposits within the Grota do Cirilo property. Licenses are renewed in a timely manner when due.
| 25.1.7.1 | ARD |
The preliminary conclusion from the ARD testing on 20 samples at SGS Geosol is that any acidic drainage release is likely to be localized and of relatively minor concentration. ABA results suggest that more than half of the samples (13 samples) are non-acid producers. The remaining samples may be potentially acid producers. Further review is required to conclude on representivity, characteristics and occurrence frequency as well as additional testing.
In addition, a single humidity cell test was conducted at SGS Lakefield. The test showed non-acidic effluent over a 20-week period. The humidity cell test has determined that the sulphide content in the sample is depleting at a faster rate than the sample NP.
| 25.1.8 | CAPEX Xuxa |
The Xuxa Phase 1 capital cost (CAPEX) estimate includes the process plant, site infrastructure, mining and Owner’s costs. Pre-production, working capital, sustaining and deferred capital costs were also included.
Equipment costs were obtained with firm price quotations for six long lead mechanical equipment and with budgetary quotations for the remaining equipment packages. In-country (Brazil) quotations were obtained for the installation unit rates and to the extent feasible for equipment supply. Brazilian fabricators were selected for structural steel and platework supply and fabrication.
Material take-offs (MTOs) were generated from the feasibility study designs with the unit rate costs applied per commodity. The CAPEX estimate has an accuracy of ±15% and is summarized in Table 25-1.
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Table 25-1 – CAPEX Summary Xuxa
| Direct | Indirect | Contingency | Recoverable | Total | ||||||||||||||||
| Area | (US$) | (US$) | (US$) | (US$) | (US$) | |||||||||||||||
| PROCESSING PLANT | ||||||||||||||||||||
| Subtotal Processing Plant | 23,000,000 | 9,822,000 | 4,198,000 | -3,818,000 | 33,203,000 | |||||||||||||||
| SITE INFRASTRUCTURE | ||||||||||||||||||||
| Subtotal Site Infrastructure | 25,944,000 | 6,215,000 | 2,594,000 | -1,996,000 | 32,759,000 | |||||||||||||||
| OWNERS COST | ||||||||||||||||||||
| Subtotal Owners Cost | 0 | 4,642,000 | 691,000 | -230,000 | 5,104,000 | |||||||||||||||
| SUBTOTAL CAPITAL COST | 48,944,000 | 20,679,000 | 7,483,000 | -6,044,000 | 71,066,000 | |||||||||||||||
| PRE-PRODUCTION AND WORKING CAPITAL | ||||||||||||||||||||
| 730 - Mining Pre-Production | 12,713,000 | 0 | 1,145,000 | -563,000 | 13,294,000 | |||||||||||||||
| 820 - Plant & Pre-Production | 0 | 2,738,000 | 411,000 | -110,000 | 3,039,000 | |||||||||||||||
| 830 - Working Capital | 0 | 9,534,000 | 1,431,000 | 0 | 10,964,000 | |||||||||||||||
| Subtotal Pre-Production and Working Capital | 12,713,000 | 12,272,000 | 2,987,000 | -673,000 | 27,297,000 | |||||||||||||||
| SUBTOTAL INITIAL CAPITAL COST | 61,657,000 | 32,951,000 | 10,470,000 | -6,717,000 | 98,363,000 | |||||||||||||||
| SUSTAINING AND DEFERRED CAPITAL | ||||||||||||||||||||
| 910 - Sustaining Capital | 0 | 1,275,000 | 192,000 | 0 | 1,467,000 | |||||||||||||||
| 920 - Deferred Capital | 4,711,000 | 828,000 | 535,000 | -238,000 | 5,835,000 | |||||||||||||||
| 930 - Closure Cost | 0 | 7,838,000 | 107,000 | 0 | 7,945,000 | |||||||||||||||
| Subtotal Sustaining and Deferred Capital | 4,711,000 | 9,941,000 | 834,000 | -238,000 | 15,247,000 | |||||||||||||||
Note 1: deferred Capital costs are comprised of the Pit 2 haul roads, balance pile 1 excavation, bridge between Pit 1 and Pit 2, waste piles 3 and 4 excavation (clear& grub, excavation, ponds cuts) and closure costs.
| 25.1.9 | OPEX Xuxa |
The Xuxa Phase 1 operating cost (OPEX) estimate is based on contract mining, build-own-operate (BOO) high-voltage electrical sub-stations and non-process infrastructure substations and contract crushing, as per Sigma’s preferred commercial strategy.
The concentrate transport cost has been estimated to be US$22.90M per annum or US$15.30/t of ore per Sigma input based on preliminary quotations. This includes all the transport costs from the site to the Port of Ilhéus, Brazil, port storage and handling fees and CIF shipment to the port of Shanghai, China.
General and administration costs have been estimated to be US$2.64M per annum or US$1.76/t of ore.
Operating cost estimates are summarized in Table 25-2.
Table 25-2 – Xuxa Operating Cost Estimate Summary
| DESCRIPTION | OPEX US$/t | |
| contract crushing | ||
| Mine | 21.91 |
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| OPEX US$/t | ||||
| DESCRIPTION | contract crushing | |||
| Process | 10.69 | |||
| G&A | 1.76 | |||
| Shipping | 15.30 | |||
| NPI (included in Process and G&A) | - | |||
| TOTAL | 49.66 | |||
| 25.1.10 | Plant CAPEX and OPEX Barreiro |
GE21, based on the Mineral Resource, prepared a Preliminary Economic Assessment (“PEA”) for the Barreiro deposit.
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
It is noted that the Company has not yet made a production decision in respect of the Barreiro deposit. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Barreiro deposit. All statements regarding mine development or production in respect of the Barreiro deposit in this report are expressly qualified by this statement.
The Barreiro Phase 2 plant and infrastructure CAPEX is estimated at US$38.0 million as presented in Table 21-18.
The Barreiro Phase 2 plant and infrastructure OPEX is as per Xuxa (Table 25-2).
| 25.1.11 | Mining CAPEX and OPEX Barreiro |
GE21, based on the Mineral Resource, prepared a Preliminary Economic Assessment (“PEA”) for the Barreiro deposit.
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
It is noted that the Company has not yet made a production decision in respect of the Barreiro deposit. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Barreiro deposit. All statements regarding mine development or production in respect of the Barreiro deposit in this report are expressly qualified by this statement.
Total Barreiro Phase 2 pre-production capex were estimated at about US$1.62 million, as summarized in Table 21-19.
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Table 25-3 – CAPEX Summary Barreiro
| DESCRIPTION | INVESTMENT (USDX1.000) | ||
| Mining Equipment | NA (contractor fleet) | ||
| Owner’s Cost | 1,252.9 | ||
| Sub-total 1 | 1,252.9 | ||
| Contingency | 30% | 375.9 | |
| TOTAL CAPEX | 1,623.6 | ||
The mining operating costs were based on the estimated operating costs for the neighboring Xuxa deposit and mine which is currently in a detailed engineering stage of development and construction. Table 25-4 shows the summary OPEX costs and assumptions.
Table 25-4: OPEX Summary Barreiro
| DESCRIPTION | TOTAL | |||
| Total Operating Cost LOM $US M | 605.82 | |||
| Total Mined Mt | 263.04 | |||
| Operating Cost $US/t | 2.30 | |||
| 25.1.12 | Economics |
GE21, based on the Mineral Resource, prepared a Preliminary Economic Assessment (“PEA”) for the Barreiro deposit.
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
It is noted that the Company has not yet made a production decision in respect of the Barreiro deposit. The Company expects that it will assess the results of a pre-feasibility study and a definitive feasibility study before making a production decision in respect of the Barreiro deposit. All statements regarding mine development or production in respect of the Barreiro deposit in this report are expressly qualified by this statement.
An economic analysis for Barreiro Phase 2 was developed using the discounted cash flow method and was based on the data and assumptions for capital and operating costs for mining, processing and associated infrastructure. The basis for forecasted spodumene concentrate lithium pricing was provided by Roskill’s arm’s length price curve with an internal adjustment starting with 2022 price of US$750/t (below current 2021 spot market). Although approximately 70% of the Company’s operational costs are incurred in Brazilian reais, the assumptions were fixed in USD, the base currency for the financial model.
No provision was made for the effects of inflation and the base currency was considered on a constant 2021 US$ basis. The evaluation was undertaken on a 100% equity basis. Exploration costs are deemed outside of the Project and any additional project study costs have not been included in the analysis.
Base case scenario results are presented in Table 25-5.
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Table 25-5 – Base Case Economic Study Results
| Financial Summary | Unit | Total | ||||
| Net Present Value (NPV 8%) After-Tax | US$ M | $ | 449 | |||
| Internal Rate of Return (IRR) After-Tax | % | 208 | % | |||
| After-Tax Payback Period | Years | 0.4 | ||||
| Capital Intensity (Initial Capex/ Annual Production) | US$ per tonne | $200 per tonne | ||||
| NPV: Capex (ratio) | Ratio X:1 | 10:1 | ||||
The Project’s NPV and IRR are not significantly vulnerable to changes in the pre-production initial capital expenditure nor discount rate considered. The Project’s NPV and IRR are more sensitive to variation in CIF spodumene price and BRL per US$ exchange rates.
The Project’s NPV is significantly positive at the lower limit of the price interval and the exchange rate interval examined. The Project’s NPV is also significantly positive at the upper limit of the operating expenses interval examined.
| 25.2 | RISK EVALUATION |
Risk assessment sessions were conducted individually and collectively by all parties.
Most aspects of the project are well defined. The risks are grouped by licensing, cost (CAPEX and OPEX), schedule, operations, markets and social/environmental categories. One of the most significant risks identified for the Project is related to lithium markets.
The following risks are highlighted for the project:
Lithium market sale price and demand (commercial trends)
Delay in obtaining financing: impact to notice to proceed (NTP)
Delay in obtaining the power permit and CEMIG substation energization: impact on plant start-up date
Delay in obtaining the license for Barreiro Pit
Fluctuations in the exchange rate and inflation
Labour strikes at the Port and at site (construction and operation)
Tax exemptions and import not confirmed
Increased demands from the local community once in operation
More fines generated from mining and crushing: potential negative impact on recovery
Additional testing required for geotechnical (for foundations, earthworks and for waste rock storage areas), hydrogeology to validate assumptions
The production rate and size of the pit may impose challenges for operations
Waste rock/tailings disposal: additional testing required to conclude on potential for acid drainage in the waste rock and tailings storage areas: although the tests performed indicate that acid drainage will probably not exist, this is still a possibility and needs to be investigated to assess need for lining and for specific drainage design to avoid soil/ground-water contamination
Waste rock/tailings disposal: in the next phase, complementary investigations and geotechnical tests in the areas of the waste rock and tailings storage, could change the basic assumptions adopted in the feasibility study. In this case, deeper excavation than foreseen may be required
Waste generation: the continuous geotechnical monitoring system to be implemented during mining operation can indicate local changes to geotechnical parameters, and potential increase of waste
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| 25.3 | OPPORTUNITIES |
The following opportunities are identified for the Groto do Cirilo project:
Recovery of Li2O from hypofines with a flotation circuit
Recovery of Li2O from petalite
Potential upgrading of some or all of the Inferred Mineral Resources to higher-confidence categories and eventually conversion to Mineral Reserves
Potential for future underground mining of the Barreiro and Xuxa pegmatites if a trade-off study supports the concept
Exchange rate may work in the Project’s favour.
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| 26 | RECOMMENDATIONS |
The following summarizes the recommendations from the Xuxa feasibility study and Barreiro PEA. A phased work program is planned, which consists of continued exploration over the known pegmatites in the Grota do Cirilo area, together with the implementation of the recommendations of Xuxa feasibility study and the Barreiro project PEA recommendations.
It is important to note that the recommendations for the different projects can be conducted concurrently.
| 26.1 | GEOLOGY AND RESOURCES |
The overall estimated cost for the drill program is estimated at US$6.1M and consists of a 36,000 m drill program to test the Xuxa, Barreiro, Nezinho do Chicao, Murial and Bee areas. This is not included as a project cost.
Sigma intends to continue its infill and exploration evaluation of the pegmatites within the Grota do Cirilo area with a 36,000 m drill program as follows:
Xuxa: 4,400 m to potentially support expansion of the Mineral Resource at depth, and potentially support category upgrades
Barreiro: infill drilling, and step-out drilling to the north, 9,600 m
Nezinho do Chicao: 12,800 m
Murial: step-out drilling to the north, 4,400 m
Bee mine: 4,800 m
Drilling will be completed with HQ size core tools with total depths between 150–300 m. Core sampling will be conducted on 1 m intervals. The all-in program costs, including drilling, logging, and assays, is estimated at US$170/m.
| 26.2 | XUXA |
The recommendations for Xuxa will be implemented in the project execution phase, prior to commencement of operations, and are estimated to be a total of US$1,275,000, consisting of:
| · | Process plant (testing for wet magnetic separation equipment, a middlings recrushing recovery trade-off study): US$60,000 |
| · | Mine design (finalize topographic survey; complete density, moisture and blasted swell effect analyses for ore and waste; implement a grade control program; evaluate underground mining potential for below the open pit levels of the mine, conduct a reserve study for underground mining; implement geotechnical monitoring system): US$345,000 |
| · | Geotechnical (supplementary geotechnical investigations of planned infrastructure sites including at waste pile areas; supplementary geochemical tests (ARD); large-scale waste rock and tailings co-disposal stockpile field test): US$870,000. |
| 26.2.1 | Recommendations – Processing Plant |
The following activities are recommended:
Further determination of the characteristic of the waste material diluting the ore going to the plant including Fe2O3 and further development of Fe2O3 model. To be obtained from the grade control program from mining. No additional cost.
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Testing by Vendor for the selection and sizing of the wet magnetic separators for coarse product. 3 samples required (low, avg, high: 200 kg each): US$40,000
Implement best practice for mine drill and blast process to minimize fines generation which will have a negative impact on the process plant: Sigma has sourced expertise: no additional cost.
Conduct a trade off study for the potential recovery of Li2O from the DMS fines middlings by re-crushing versus current approach of sending it to the tailings - need samples (200 kg/test work): estimated cost US$20,000.
| 26.2.2 | Recommendations - Mining |
Mining recommendation include:
Perform a detailed topographical survey in the area (including road from highway to plant): estimated cost US$35,000
Perform analyses for apparent density (dry and wet density), blasted swell effects and natural moisture for ore and the waste for mining activities: estimated cost US$10,000
Implement grade control program including procedures, drilling and software: estimated cost US$110,000 Plan and implement a robust reconciliation system, in addition to grade control program, including plant feed sampling procedures, software reporting system development: estimated cost US$ 40,000
Conduct a conceptual scoping level study (PEA) for potential underground mining of the remaining resource including inferred resources located under the open pit, to define the open pit/underground mine limit to allow the development of a geotechnical campaign program to support future underground mine project: estimated cost US$100,000
Implement a geotechnical monitoring system including installation of clinometers, prims and piezometers to continually collect and analyse data during operations to alert, if necessary, abnormal movements in the pit walls. A topography total station will be required (cost covered in topography service per Sigma): estimated cost US$50,000
| 26.2.3 | Recommendations – Geotechnical, Hydrogeological and Geochemical |
| 26.2.3.1 | Geotechnical |
A supplementary geotechnical investigation program needs to be performed for the all areas of Xuxa during the detailed engineering phase: waste piles areas, mine services area, process and non-process plant areas and access roads (approximately 40 holes): estimated cost US$90,000.
| 26.2.3.2 | Waste rock/tailings disposal |
Additional testing is required to conclude against the potential for tailings liquefaction during waste and filtered tailings disposal. Large-scale field testing must be conducted using filtered tailings and waste material: estimated cost US$520,000.
| 26.2.4 | Hydrogeological |
Additional hydrogeological investigation as defined is Sections 18.4.1.3 (Hydrogeology) will be required comprising:
Six monitoring wells plus a pumping well for an estimated length of 1,000m for the baseline study
One pumping test of minimum 72 hours: one pumping well to a depth of 150m, plus two monitoring wells to the same depth: it is noted that in order to estimate the key parameters transmissivity (T) and storativity (S) from a pumping test, it is necessary to measure drawdowns/water levels from the monitoring wells.
In summary, the installation of seven wells in total is proposed. Four wells are specifically considered for the baseline study and three additional monitoring wells for the pumping test: the total cost of this program is estimated at US$225,000.
This estimate is based on a unit cost of US$175 per metre for a typical 100 m deep monitoring well installation, including the cost of labor, mob-demob, drilling and well installation material including well installation materials and water sample collection and chemistry tests. In addition, the pumping test is estimated to cost US$50,000. This work must be done in the early stages of the detailed engineering phase.
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| 26.2.5 | Geochemical |
Geochemical investigation per Section 20.1.4 for ARD will be required (ABA, NAG and humidity kinetic testing on waste rock; ABA for tailings; XRF and XRD analysed on combined waste and tailings): the estimated cost for these tests is US$35,000. This work must be completed before the start of detailed engineering.
| 26.3 | BARREIRO PROJECT RECOMMENDATIONS |
The PEA is preliminary in nature and includes inferred mineral resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that the PEA will be realized.
Based on the results of the Barreiro PEA, the QPs recommend that the Company proceed to completing a pre-feasibility study (PFS), and thereafter (based on the results of the PFS) conduct a definitive feasibility study (FS) in respect of the Barreiro deposit.
The 24 m-wide accesses significantly affect the overall slope angle of the final pit. If the same access width is maintained in the details of the study, it is recommended to estimate the impact of the ramps in the overall slope angle so that this value is used in the optimization process. Thus, the optimization result will be more adherent with the designed operational pit.
Due to the depth of the pit it is necessary to remove a large amount of waste to maintain the 24-m access roads in the final pit. This impact is even more relevant in the annual pits in which it is sought to minimize the stripping ratio in the first years for a better cash flow. It is recommended to evaluate the feasibility of working only with road trucks, thus maintaining all access roads 10 or 12-metres wide.
If it is not feasible to operate only with road trucks (due to large amounts of mineralized material/waste) it is recommended to evaluate the use of off-road trucks only in the pre stripping operation. The pre-stripping mining fronts are usually separated from the mining fronts so that temporary 24-metre accesses would be created only in these regions. In addition, it is possible that the details of the mining plan indicate the option of new pre stripping around year 9.
In detailing the sequential mining plan, it is important to assess the amount of mineralization released by the end of each period because it is often necessary to make a large pushback of waste to access the mineralization. Therefore, it is necessary to plan so that there is no shortage of mineralized fronts released during the periods in question.
It is also recommended to implement the hydrological and hydrogeological studies for the next phases of the project.
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| 27 | REFERENCES |
Behre Dolbear, (2018): Competent Person’s Report, Greenbushes Lithium Mine, Western Australia: 15 August, 2018, 148 p.
Bilal, E., Horn, AH., and Machado de Melo, M (2012): P-Li-Be Bearing Pegmatite of the South-East Brazil, International Journal of Geosciences, Vol. 3, pp.281-288.
Bonàs, T. B. (2017): Mineral Resource Diligence Xuxa Sector, Sigma Internal Documentation, 11 p.
Bradley D., and McCauley A., (2013): A Preliminary Deposit Model for Lithium-Cesium-Tantalum (LCT) Pegmatites: U.S. Geological Survey, Open-File Report 2013–1008 Version 1.1, December 2016.
FMC, (2018): BMO Global Metals and Mining Conference: February 27, 2018, 15 p.
Harpia Consultoria Ambiental, (2019), Environmental Regularization Summary – Xuxa Project’’ (DNPM 824 692 71, 2019).
Gibson, C., Aghamirian, M., and Grammatikopoulos, T., (2017): A Review: The Beneficiation of Lithium Minerals from Hard Rock Deposits: SME Annual Meeting, Feb. 19- 2, 2017, Denver, CO, Preprint 17-003
Grammatikopoulos, T., (2018): The Mineralogical Characteristic of a Composite Sample from a Lithium Project, Brazil, SGS internal report, 89 p.
Johnston, G., and Baker. M., (2002): Araçuaí Tantalum Prospect Exploration Review, SRK private report, UK, 41 p.
Lefosse Advogados (2019), Sigma Legal Opinion – SUDENE and RECAP Tax Incentives: 25 March 2019.
London, D., (1984): Experimental Phase Equilibria in the System LiAlSiO4- SiO2-H2O; a Petrogenetic Grid for Lithium-rich Pegmatites, American Mineralogist, 69(11-12), pp. 995-1004
José de Castro Paes, V., (2017): Assessment of the Lithium Potential in Brazil: Geological Survey of Brazil PowerPoint presentation, 23 p.
Pedrosa-Soares, A., De Campos, C., Noce, C., and Alkmim, F. (2011): Late Neoproterozoic- Cambrian Granitic Magmatism in the Araçuaí Orogen (Brazil), The Eastern Brazilian Pegmatite Province and Related Mineral Resources, Geological Society London Special Publications, Vol. 350, pp.25-51.
Pedrosa-Soares, A., Chavez, M., Scholz, R (2009): Field Trip Guide Eastern Brazilian Pegmatite Provinces, 4th International Symposium on Granitic Pegmatite, 28 p.
Quemeneur, J., and Lagache, M., (1999): Comparative Study of Two Pegmatitic Field from Minas Gerais, Brazil, using the Rb and Cs Contents of Mica and Feldspars, Revista Brasileira de Geociencias, No. 29, Vol. 1. pp.27-32.
Roskill Consulting Group Ltd, (2019): Spodumene Price Forecast for Xuxa DFS: report prepared by Roskill Consulting Group Ltd for Sigma, March 29, 2019
Sigma Lithium Resources Inc. (2019): Sigma Lithium Triples Measured and Indicated Mineral Resources at Grota do Cirilo, news release 10 January 2019, 7 p.
Sigma Mineração SA, (2017): Developing World-Class Potential. Hard Rock Lithium in Brazil, corporate presentation, 31 p.
Slade, C., Neuhoff, L., Zan, I., and Pogorelev, M. (2014): Arqueana Mineração – Exploration Report, Sigma Internal documentation, 48 p.
Tan. T.S. (2003): Characterisation and Engineering Properties of Natural Soils. Volume 2, CRC Press, 1531p.
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Tassos, G. (2018): The Mineralogical Characteristic of a Composite Sample from a Lithium Project, Brazil, SGS internal report, 89p.
Viana, R.R., Manttari, I., Kunst, H., and Jordt-Evangelista, H., (2003): Age of Pegmatites from Eastern Brazil and Implication of Mica Intergrowths on Cooling Rates and Age Calculation, Journal of South American Earth Sciences, Vol. 16, pp.493-501.
Aghamirian, Massoud, (2018), Scoping Study and Preliminary Lithium Flowsheet Development for The Sigma Lithium Deposit (Report number: 16193-001, June 5, 2018).
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Exhibit 99.3

SIGMA LITHIUM
ANNOUNCES FILING OF CANADIAN BASE SHELF
PROSPECTUS AND U.S. SHELF REGISTRATION STATEMENT
VANCOUVER. December 3, 2021- Sigma Lithium Corporation (NASDAQ:SGML, TSXV:SGML) (“Sigma” or the “Company”), dedicated to powering the next generation of electric vehicle batteries with environmentally sustainable and high-purity lithium, is pleased to announce that it has filed a final short form base shelf prospectus (the "Prospectus") with the securities regulatory authorities in each of the provinces and territories of Canada, other than the province of Quebec, and a corresponding shelf registration statement on Form F-10 (the “Registration Statement”) with the United States Securities and Exchange Commission (the “SEC”) under the U.S./Canada Multijurisdictional Disclosure System.
“The base shelf prospectus provides Sigma with the financial flexibility to access capital markets in the next 25 months, as it advances its Grota do Cirilo Project towards production in 2022 and pursues growth opportunities resulting from the tremendous momentum experienced by the lithium industry,” said Ana Cabral-Gardner, co-CEO of Sigma.
Pursuant to the Prospectus and corresponding Registration Statement, Sigma may issue common shares, debt securities, subscription receipts or warrants, in amounts, at prices, and on terms to be determined based on market conditions at the time of sale and set forth in an accompanying prospectus supplement, for an aggregate offering amount of up to US$250 million during the 25-month period that the Prospectus remains effective. There is no certainty that any securities will be offered or sold under the Prospectus within the 25-month period.
No securities regulatory authority has either approved or disapproved the contents of this news release. This news release does not constitute an offer to sell or the solicitation of an offer to buy any securities.
ABOUT SIGMA LITHIUM
Headquartered in Vancouver, Sigma Lithium (NASDAQ:SGML, TSXV:SGML) is developing the largest hard rock lithium deposits in the Americas, located in its wholly owned Grota do Cirilo Project in Brazil, to participate in the rapidly expanding global supply chain of electric vehicles with environmentally sustainable battery grade lithium concentrate. With a goal of net zero carbon emissions by 2024, the Company has adhered consistently to the highest standards of environmental, social and governance practices, established as part of its core purpose at inception in 2012. The Project will be powered by clean energy and the Company will use state-of-the art water recirculation circuits in its processing combined with dry stacking tailings management. For more information about Sigma Lithium, visit www.sigmalithiumresources.com.
FOR ADDITIONAL INFORMATION PLEASE CONTACT
SIGMA LITHIUM INVESTORS:
Daniel Abdo
(Sao Paulo) +55 11 2985-0089
daniel.abdo@sigmaca.com or ir@sigmaca.com
Vitor Ornelas
(Sao Paulo) +55 11 2985-0089
vitor.ornelas@sigmaca.com
SIGMA LITHIUM MEDIA CONTACTS:
Anthony Dovkants
(Brazil) +55 11 99686 806
anthony@prconsultingamericas.com
Colleen Robar
(United States) +1 313 207 5960
crobar@robarpr.com
SIGMA LITHIUM SOCIAL MEDIA:
| LinkedIn: | @SigmaLithium |
| Instagram: | @sigmalithium |
| Twitter: | @SigmaLithium |
FORWARD-LOOKING STATEMENTS
This news release includes certain "forward-looking information" under applicable Canadian and U.S. securities legislation, including but not limited to statements relating to the ability of the Company to complete offerings of its securities under its shelf offering documents, the ability of the Company to complete construction and commence commercial production within the targeted timing and projected budget, the ultimate duration, impact and severity of the COVID-19 pandemic (including its impact on financial markets and national and multinational economies generally, and its impact on the growth of the electric vehicle market and other impacts on the demand for lithium products), the general business and operational outlook of the Company, and other forward-looking information. All statements that address future plans, activities, events, or developments that the Company believes, expects or anticipates will or may occur is forward-looking information, including statements regarding the potential development of mineral resources and mineral reserves which may or may not occur. Forward-looking information contained herein is based on certain assumptions regarding, among other things: general economic and political conditions; the stable and supportive legislative, regulatory and community environment in the jurisdictions where the Company operates; anticipated trends and effects in respect of the COVID-19 pandemic and post-pandemic; demand for lithium, including that such demand is supported by growth in the electric vehicle market; the Company’s market position and future financial and operating performance; the Company’s estimates of mineral resources and mineral reserves, including whether mineral resources will ever be developed into mineral reserves; and the Company’s ability to develop and achieve production at its mineral projects. Although management believes that the assumptions and expectations reflected in the forward-looking information are reasonable, there can be no assurance that these assumptions and expectations will prove to be correct. Forward-looking information inherently involves and is subject to risks and uncertainties, including but not limited to that the Company may not develop its mineral projects into a commercial mining operation; the market prices for lithium may not remain at current levels; and the market for electric vehicles and other large format batteries currently has limited market share and no assurances can be given for the rate at which this market will develop, if at all, which could affect the success of the Company and its ability to develop lithium operations. There can be no assurance that such statements will prove to be accurate, as actual results and future events could differ materially from those anticipated in such statements. Accordingly, readers should not place undue reliance on forward-looking information. The Company disclaims any intention or obligation to update or revise any forward-looking information, whether because of new information, future events or otherwise, except as required by law. For more information on the risks, uncertainties and assumptions that could cause our actual results to differ from current expectations, please refer to the current annual information form of the Company and other public filings available under the Company’s profile at www.sedar.com.
Neither the TSX Venture Exchange nor its Regulation Services Provider (as that term is defined in the policies of the TSX Venture Exchange) accepts responsibility for the adequacy or accuracy of this news release.