UNITED STATES

SECURITIES AND EXCHANGE COMMISSION

Washington, D.C. 20549

 

 

 

FORM 8-K

 

CURRENT REPORT

Pursuant to Section 13 or 15(d) of the Securities Exchange Act of 1934

 

Date of Report (Date of earliest event reported): October 2, 2020

 

 

 

Trilogy Metals Inc.

(Exact name of registrant as specified in its charter)

 

 

 

British Columbia 001-35447 98-1006991
(State or other jurisdiction of incorporation) (Commission File Number) (I.R.S. Employer Identification Number)

 

Suite 1150, 609 Granville Street
Vancouver, British Columbia
Canada, V7Y 1G5

(Address of principal executive offices, including zip code)

 

(604) 638-8088

(Registrant's telephone number, including area code)

 

N/A

(Former name or former address, if changed since last report)

 

Check the appropriate box below if the Form 8-K filing is intended to simultaneously satisfy the filing obligation of the registrant under any of the following provisions (see General Instruction A.2 below):

 

¨ Written communications pursuant to Rule 425 under the Securities Act (17 CFR 230.425)

 

¨ Soliciting material pursuant to Rule 14a-12 under the Exchange Act (17 CFR 240.14a-12)

 

¨ Pre-commencement communications pursuant to Rule 14d-2(b) under the Exchange Act (17 CFR 240.24d-2(b))

 

¨ Pre-commencement communications pursuant to Rule 13e-4(c) under the Exchange Act (17 CFR 240.23e-4(c))’

 

Securities registered pursuant to Section 12(b) of the Act:

 

Title of each class Trading Symbol(s) Name of each exchange on which registered
Common Shares TMQ

NYSE American

Toronto Stock Exchange

 

Indicate by check mark whether the registrant is an emerging growth company as defined in Rule 405 of the Securities Act of 1933 (§230.405 of this chapter) or Rule 12b-2 of the Securities Exchange Act of 1934 (§240.12b-2 of this chapter).

 

Emerging growth company ¨

 

If an emerging growth company, indicate by check mark if the registrant has elected not to use the extended transition period for complying with any new or revised financial accounting standards provided pursuant to Section 13(a) of the Exchange Act.  ¨

 

 

 

 

 

 

Item 7.01Regulation FD Disclosure.

 

Trilogy Metals Inc. (the “Company”) commissioned and was provided with a feasibility study for the Artic deposit, part of the Artic Project (the “Technical Report”). The Technical Report is hereby being furnished to the Securities Exchange Commission (“SEC”) as Exhibit 99.1 to this current report on Form 8-K to satisfy the Company's public disclosure obligations under Regulation FD, promulgated by the SEC under the Securities Exchange Act of 1934, as amended (the “Exchange Act”). The Technical Report was prepared in accordance with National Instrument 43-101, Standards of Disclosure for Mineral Projects of the Canadian Securities Administrator (“NI 43-101”).

 

In accordance with General Instruction B.2 of Form 8-K, the information set forth herein and in the Technical Report is deemed to be "furnished" and shall not be deemed to be "filed" for purposes of the Exchange Act. The information set forth in Item 7.01 of this current report on Form 8-K shall not be deemed an admission as to the materiality of any information in this report on Form 8-K that is required to be disclosed solely to satisfy the requirements of Regulation FD.

 

Cautionary Note to United States Investors

 

The information in this report has been prepared in accordance with the requirements of the securities laws in effect in Canada, which differ from the requirements of U.S. securities laws. Unless otherwise indicated, all resource and reserve estimates included in this report have been prepared in accordance with NI 43-101 and the Canadian Institute of Mining, Metallurgy, and Petroleum Definition Standards on Mineral Resources and Mineral Reserves. NI 43-101 is a rule developed by the Canadian Securities Administrators which establishes standards for all public disclosure an issuer makes of scientific and technical information concerning mineral projects. Canadian standards, including NI 43-101, differ significantly from the requirements of the SEC, and resource and reserve information contained therein may not be comparable to similar information disclosed by U.S. companies. In particular, and without limiting the generality of the foregoing, the term "resource” does not equate to the term "reserves”. Under U.S. standards, mineralization may not be classified as a "reserve” unless the determination has been made that the mineralization could be economically and legally produced or extracted at the time the reserve determination is made. The SEC's disclosure standards normally do not permit the inclusion of information concerning "measured mineral resources”, "indicated mineral resources” or "inferred mineral resources” or other descriptions of the amount of mineralization in mineral deposits that do not constitute "reserves” by U.S. standards in documents filed with the SEC. Investors are cautioned not to assume that any part or all of mineral deposits in these categories will ever be converted into reserves. U.S. investors should also understand that "inferred mineral resources” have a great amount of uncertainty as to their existence and great uncertainty as to their economic and legal feasibility. Under Canadian rules, estimated "inferred mineral resources” may not form the basis of feasibility or pre-feasibility studies except in rare cases. Investors are cautioned not to assume that all or any part of an "inferred mineral resource” exists or is economically or legally mineable. Disclosure of "contained ounces” in a resource is permitted disclosure under Canadian regulations; however, the SEC normally only permits issuers to report mineralization that does not constitute "reserves” by SEC standards as in-place tonnage and grade without reference to unit measures. The requirements of NI 43-101 for identification of "reserves” are also not the same as those of the SEC, and reserves reported by the Company in compliance with NI 43-101 may not qualify as "reserves” under SEC standards. Accordingly, information concerning mineral deposits set forth in this report or the Technical Report may not be comparable with information made public by companies that report in accordance with U.S. standards.

 

 

 

 

Item 9.01Financial Statements and Exhibits.

 

(d) Exhibits

 

Exhibit 99.1 relating to Item 7.01 is intended to be furnished to, not filed with, the SEC pursuant to Regulation FD.

 

Exhibit No.   Description
     
99.1   Feasibility Study for the Artic Project, Northwest Alaska, USA

 

 

 

 

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 hereunto duly authorized.

 

  TRILOGY METALS INC.
     
     
Dated:     October 2, 2020 By: Signed Elaine Sanders
    Elaine M. Sanders, Chief Financial Officer

 

 

 

 

Exhibit 99.1

 

  

 

 

Arctic Feasibility Study
Alaska, USA
NI 43-101 Technical Report

 

Report Prepared For:

Trilogy Metals Inc.

609 Granville Street, Suite 1150

Vancouver, BC V7Y 1G5

Canada

Tel: 604-638-8088

Fax: 604-638-0644

www.trilogymetals.com

 

 

Report Prepared By:

Paul Staples, P.Eng., Ausenco Engineering Canada Inc.

Bruce Davis, FAusIMM, BD Resource Consulting, Inc.
AJ MacDonald, P.Eng, Integrated Sustainability Consultants

 

Jeffrey B. Austin, P.Eng., International Metallurgical & Environmental Inc.

Robert Sim, P.Geo., SIM Geological Inc.

Calvin Boese, P.Eng., M.Sc., SRK Consulting (Canada) Inc.

Bruce Murphy, P.Eng., SRK Consulting (Canada) Inc.

Tom Sharp, PhD, P.Eng., SRK Consulting (Canada) Inc.

Antonio Peralta Romero, PhD, P.Eng., Wood.

   
Effective Date: August 20, 2020
   
Release Date: October 2, 2020

 

 

 

 

  

 

Important Notice

 

This report was prepared as National Instrument 43-101 Technical Report for Trilogy Metals Inc. (Trilogy Metals or Trilogy) by Ausenco Engineering Canada Inc., BD Resource Consulting, Inc., Integrated Sustainability Consultants, International Metallurgical & Environmental Inc., SIM Geological Inc., SRK Consulting (Canada) Inc and Wood Canada Limited., 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 Trilogy Metals subject to the respective terms and conditions of its contracts with the individual Report Authors. Except for the purposes legislated under Canadian provincial securities law, any other uses of this report by any third party is at that party’s sole risk.

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 

 

  

 

Certificates of Qualified Persons

 

Paul Staples, P.Eng.

 

CERTIFICATE OF QUALIFIED PERSON 

Paul Staples, P.Eng., Ausenco Engineering Canada Inc.

 

I, L. Paul Staples, P.Eng., am employed as a Vice President and Global Practice Lead, Minerals and Metals with Ausenco Engineering Canada Inc. with an office address at 855 Homer St., Vancouver, BC, V6B 2W2 and email Paul.Staples@ausenco.com.

 

This certificate applies to the technical report titled “Arctic Feasibility Study, Alaska, USA, NI 43-101 Technical Report” that has an effective date of 20 August 2020 (the “technical report”).

 

I am a registered Professional Engineer of British Columbia, membership number 47367. I graduated from Queens University in 1993 with a degree in Materials and Metallurgical Engineering.

 

I have practiced my profession for 30 years. I have been directly involved in process operation, design and management from over 50 similar studies or projects in Canada, the United States, Mexico, South America, Africa and Asia Pacific.

 

As a result of my experience and qualifications, I am a Qualified Person as defined in National Instrument 43–101 Standards of Disclosure for Mineral Projects (NI 43–101) for those sections of the technical report that I am responsible for preparing.

 

My most recent personal inspection of the Arctic site was on July 25, 2017.

 

I am responsible for Sections 1.1, 1.2, 1.3.1, 1.4 to 1.6, 1.15, 1.16.1 to 1.16.4, 1.17, 1.19 to 1.22, Section 2, Section 3, Section 4, Section 5, Section 6.1 to 6.2.6, 6.2.8, 6.2.9, Section 17, Section 18.1 to 18.7, 18.12 to 18.16, Section 19, Section 21.1.1 to 21.1.6, 21.1.8.3, 21.1.9, 21.1.12, 21.2.1, 21.2.3 to 21.2.5, Section 22, Section 24, Section 25.1, 25.2, 25.9, 25.10, 25.12 to 25.16, 25.17.1, 25.17.2, 25.17.4, and Section 26.1 of the technical report.

 

I am independent of Trilogy Metals Inc. as independence is described by Section 1.5 of NI 43–101.

 

I have been involved with the Arctic Project, Northwest Alaska, USA, NI 43-101 Technical Report on Pre-Feasibility Study that had an effective date of 20 February, 2018.

 

I have read NI 43–101 and the sections of the technical report for which I am responsible have been prepared in compliance with that Instrument.

 

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 those sections of the technical report not misleading.

 

Dated: 2 October 2020

 

“Signed and sealed”

 

L. Paul Staples, P.Eng.

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 

 

  

 

Antonio Peralta Romero, P.Eng.

 

CERTIFICATE OF QUALIFIED PERSON 

Antonio Peralta Romero, PhD, P.Eng., Wood Ltd.

 

I, Antonio Peralta Romero, P.Eng., am employed as a Principal Mining Engineer with Wood Canada Limited at 400-111 Dunsmuir Street, Vancouver, BC V6B 5W3.

 

This certificate applies to the technical report titled “Arctic Feasibility Study, Alaska, USA, NI 43-101 Technical Report” that has an effective date of 20 August 2020 (the “technical report”).

 

I am a Professional Engineer of Engineers and Geoscientists of British Columbia; License # 45323. I graduated from the University of Guanajuato in 1984 with a B.S. in Mining Engineering, from Queen’s University in 1991 with a M.Sc. in Mining Engineering, and from Colorado School of Mines in 2007 with a Ph.D. in Mining and Earth Systems Engineering.

 

I have practiced my profession for 36 years. I have been directly involved in mine planning and design, ore control, production forecasting and management, slope stability monitoring, and mineral reserve estimation, mainly for open-pit precious, base metal mines and iron ore mines.

 

As a result of my experience and qualifications, I am a Qualified Person as defined in National Instrument 43–101 Standards of Disclosure for Mineral Projects (NI 43–101) for those sections of the technical report that I am responsible for preparing.

 

I visited the Arctic site on July 25, 2017 for one day.

 

I am responsible for Section 1.3.2, 1.13, 1.14, 1.16.5, Sections 2.3 to 2.6; Section 15; Sections 16.1 to 16.6, 16.8; Sections 21.1.7.1, 21.1.8.1, 21.2.2, 25.7, 25.8, and 26.1.1.

 

I am independent of Trilogy Metals Inc. as independence is described by Section 1.5 of NI 43–101.

 

I have been involved with the Arctic Project in the mining engineering work for the pre-feasibility study and the compilation of the corresponding Technical Report: Staples P., Hannon, J., Peralta Romero A., Davis B., DiMarchi J.J., Austin, J.B., Sim R., Boese C., Murphy, B., Sharp T., 2018, Arctic Project, Northwest Alaska, USA, NI 43-101 Technical Report on Pre-Feasibility Study, effective date of February 20, 2018.

 

I have read NI 43–101 and the sections of the technical report for which I am responsible have been prepared in compliance with that Instrument.

 

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 those sections of the technical report not misleading.

 

Dated this 2nd day of October 2020

 

“Signed”

   

Antonio Peralta Romero, P.Eng.

Principal Mining Engineer

Wood Canada Limited

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 

 

  

 

Dr. Bruce M. Davis, FAusIMM

 

CERTIFICATE OF QUALIFIED PERSON 

Bruce M. Davis, FAusIMM, BD Resource Consulting, Inc.

 

I, Bruce M. Davis, FAusIMM, am employed as a Geostatistician with BD Resource Consulting, Inc. (BDRC), with an office address at 4253 Cheyenne Dr., Larkspur, Colorado, USA 80118.

 

This certificate applies to the technical report titled “Arctic Feasibility Study, Alaska, USA, NI 43-101 Technical Report” that has an effective date of 20 August 2020 (the “technical report”).

 

I am a Fellow of the Australasian Institute of Mining and Metallurgy; Number 211185. I have B.S. (1974) and M.S. (1975) degrees from Brigham Young University. I graduated from the University of Wyoming with a Doctor of Philosophy (Geostatistics) in 1978.

 

I have practiced my profession for 42 years. I have been directly involved in mineral resource and reserve estimations and feasibility studies on numerous open pit and underground base metal and gold deposits in the United States, Canada, Central and South America, Europe, Africa, Asia, and Australia.

 

As a result of my experience and qualifications, I am a Qualified Person as defined in National Instrument 43–101 Standards of Disclosure for Mineral Projects (NI 43–101) for those sections of the technical report that I am responsible for preparing.

 

I visited the Arctic site in 2011, 2012, 2015, and 29 August 2019.

 

I am responsible for sub-sections 1.9, 1.10, 14.2 – 14.16, and 25.4 and sections 11 and 12 of the technical report.

 

I am independent of Trilogy Metals Inc. as independence is described by Section 1.5 of NI 43–101.

 

I have been involved with the Arctic property prior to this technical report. I was a coauthor of a previous technical report with an effective data of 25 April 2017.

 

I have read NI 43–101 and the sections of the technical report for which I am responsible have been prepared in compliance with that Instrument.

 

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 those sections of the technical report not misleading.

 

Dated: 2 October 2020

 

“Signed ”  
   
Bruce M. Davis, FAusIMM  

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 

 

  

 

Jeffery B. Austin, P.Eng.

 

CERTIFICATE OF QUALIFIED PERSON 

Jeffery B. Austin, P.Eng., International Metallurgical & Environmental Inc.

 

I, Jeffrey B. Austin, P.Eng., am employed as an independent consultant of International Metallurgical & Environmental Inc., located at 906 Fairway Crescent, Kelowna, B.C., and incorporated in 1995.

 

This certificate applies to the technical report titled “Arctic Feasibility Study, Alaska, USA, NI 43-101 Technical Report” that has an effective date of 7 August 2020 (the “technical report”).

 

I am a member, in good standing, of the Association of Professional Engineers and Geoscientists of British Columbia, license number 15708. I graduated with a B.A.Sc degree from the University of British Columbia in 1984

 

I have practiced my profession continuously for 33 years and have been involved in the design, evaluation and operation of mineral processing facilities during that time. A majority of my professional practice has been the completion of test work and test work supervision related to feasibility and pre- feasibility studies of projects involving flotation technologies.

 

As a result of my experience and qualifications, I am a Qualified Person as defined in National Instrument 43–101 Standards of Disclosure for Mineral Projects (NI 43–101) for those sections of the technical report that I am responsible for preparing.

 

I have not visited the Arctic site.

 

I am responsible for Section 1.11, Section 13 and Section 25.5 of the technical report.

 

I am independent of the issuer applying all of the tests in Section 1.5 of National Instrument 43-101.

 

I have been involved with the Arctic project since 2011 including supervision of metallurgical test work and input to various engineering studies.

I have read NI 43–101 and the sections of the technical report for which I am responsible have been prepared in compliance with that Instrument.

 

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 those sections of the technical report not misleading.

 

Dated: October 2, 2020

 

 

“Signed and sealed”

 

Jeffrey B. Austin, P.Eng.

 

International Metallurgical and Environmental Inc.

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 

 

  

 

Robert Sim, P.Geo.

 

CERTIFICATE OF QUALIFIED PERSON 

Robert Sim, P.Geo., SIM Geological Inc.

 

I, Robert Sim, P.Geo., am an independent consultant of SIM Geological Inc., with an office address at 508 – 1950 Robson St. Vancouver BC, Canada, V6G 1E8.

 

This certificate applies to the technical report titled “Arctic Feasibility Study, Alaska, USA, NI 43-101 Technical Report” that has an effective date of 7 August 2020 (the “technical report”).

 

I am a member in good standing of Engineers and Geoscientists British Columbia, License Number 24076. I graduated from Lakehead University with an Honours Bachelor of Science (Geology) in 1984.

 

I have practiced my profession for 35 years and have been involved in mineral exploration, mine site geology and operations, mineral resource and reserve estimations and feasibility studies on numerous underground and open pit base metal and gold deposits in Canada, the United States, Central and South America, Europe, Asia, Africa and Australia. I have worked on similar VMS-type deposits at Cayeli in Turkey, the Winston Lake mine in Ontario and on several deposits in Rouyn-Noranda, Quebec.

 

As a result of my experience and qualifications, I am a Qualified Person as defined in National Instrument 43–101 Standards of Disclosure for Mineral Projects (NI 43–101) for those sections of the technical report that I am responsible for preparing.

 

I visited the Arctic site between September 20-22, 2018.

 

I am responsible for Sections 7, 8, 9.1 through 9.6, 10, 14 and portions of Sections 1 and 25 of the technical report.

 

I am independent of Trilogy Metals Inc. as independence is described by Section 1.5 of NI 43–101.

 

I have had prior involvement with the property that is the subject of the Technical Report. I was an author of a previous technical reports on the Arctic Project, dated November 9, 2017 and April 6, 2018.

 

I have read NI 43–101 and the sections of the technical report for which I am responsible have been prepared in compliance with that Instrument.

 

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 those sections of the technical report not misleading.

 

Dated: October 2, 2020

 

“Signed and sealed” 

Robert Sim P.Geo.

SIM Geological Inc.

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 

 

  

 

Calvin Boese, PEng.

 

CERTIFICATE OF QUALIFIED PERSON 

Calvin Boese, P.Eng., M.Sc., SRK Consulting (Canada) Inc.

 

I, Calvin Boese, PEng., am employed as a Principal Consultant (Geotechnical Engineering) with the firm of SRK Consulting (Canada) Inc. (SRK) with an office at Suite 600, 350 3rd Avenue North, Saskatoon, Saskatchewan.

 

This certificate applies to the technical report titled “Arctic Feasibility Study, Alaska, USA, NI 43-101 Technical Report” that has an effective date of 20 August 2020 (the “technical report”).

 

I am a Professional Engineer of the Association of Professional Engineers, Geologists of British Columbia (P.Eng. #29478). I am also a registered Professional Engineer in Alberta and Saskatchewan. I am a Member of the Society for Mining, Metallurgy and Exploration. I am a graduate of the University of Saskatchewan with a B.Sc. in Civil Engineering (1999) and a M.Sc. in Geo-Environmental Engineering (2004).

 

I have practiced my profession for 20 years. I have been directly involved in geotechnical aspects of mining, including the site selection, design, permitting, operation and closure of mine waste facilities in Canada, the US, Indonesia and Turkey.

 

As a result of my experience and qualifications, I am a Qualified Person as defined in National Instrument 43–101 Standards of Disclosure for Mineral Projects (NI 43–101) for those sections of the technical report that I am responsible for preparing.

 

My most recent personal inspection of the Arctic site was from July 10 to July 12, 2018.

 

I am responsible for Section 1.16.6, 1.16.7 and 1.18, Sections 18.10 and 18.11, Section 20.1.6, 20.1.7, 20.1.8, 20.2, 20.3, 20.4, 20.4.1, 20.4.1.1, 20.4.1.2.1, 20.4.1.2.2, 20.4.1.2.3, 20.4.1.2.4, 20.4.1.2.5, 20.4.1.2.6, 20.4.1.2.8, 20.4.1.3.1, and 20.4.1.4, Section 21.1.10, Section 25.11, and Section 26.1.5 of the technical report.

 

I am independent of Trilogy Metals Inc. as independence is described by Section 1.5 of NI 43–101.

 

I was previously involved in the project as the Qualified Person for the “Arctic Project, Northwest Alaska, USA, NI 43-101 Technical Report on Pre-Feasibility Study” dated February 20, 2018.

 

I have read NI 43–101 and the sections of the technical report for which I am responsible have been prepared in compliance with that Instrument.

 

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 those sections of the technical report not misleading.

 

Dated: October 2, 2020

 

“Signed and sealed” 

   

Calvin Boese, P.Eng., M.Sc.

Principal Consultant

SRK Consulting (Canada) Inc.

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 

 

  

 

Bruce Murphy, PEng.

 

CERTIFICATE OF QUALIFIED PERSON 

Bruce Murphy, P.Eng., SRK Consulting (Canada) Inc.

 

I, Bruce Murphy, PEng am employed as a Principal Consultant at SRK Consulting (Canada) Inc, located at 2200 -1066 West Hastings Street, Vancouver, BC.

 

This certificate applies to the technical report titled Arctic Feasibility Study, Alaska, USA, NI 43-101 Technical Report” that has an effective date of 20 August 2020 (the “technical report”)

 

I am a professional engineer registered with the Association of Professional Engineers of British Columbia – PEng License No.: 44271; I am a graduate of University of the Witwatersrand, Johannesburg, South Africa with a M.Sc. degree in Mining Engineering. I have practiced my profession continuously since graduation (1989) working in the rock engineering field on operating mines till 2002 and then in the consulting field.

 

I have practiced my profession for 30 years. I have been directly involved in the geotechnical data acquisition, characterization and slope stability evaluation of the deposit.

 

As a result of my experience and qualifications, I am a Qualified Person as defined in National Instrument 43–101 Standards of Disclosure for Mineral Projects (NI 43–101) for those sections of the technical report that I am responsible for preparing.

 

I have visited the Arctic Site August 27 – 29th, 2019.

 

I am responsible for Sections 6.2.7.1, 9.7.1; 16.7, 21.1.7.2, 21.1.8.2, 26.1.2, 26.1.3 and Section 26.1.4 of the technical report.

 

I am independent of Trilogy Metals Inc. as independence is described by Section 1.5 of NI 43–101.

 

I was previously involved in the project as the Qualified Person for the “Arctic Project, Northwest Alaska, USA, NI 43-101 Technical Report on Pre-Feasibility Study” dated February 20, 2018.

 

I have read NI 43–101 and the sections of the technical report for which I am responsible have been prepared in compliance with that Instrument.

 

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 those sections of the technical report not misleading.

 

Dated:    October 2, 2020

 

“Signed and sealed”

 

Bruce Murphy, PEng

Principal Consultant

SRK Consulting (Canada) Inc

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 

 

  

 

Tom Sharp, PEng.

 

CERTIFICATE OF QUALIFIED PERSON 

Tom Sharp, PhD, P.Eng., SRK Consulting (Canada) Inc.

 

I, Tom Sharp, PEng, am employed as a Principal Consultant (Water Management and Treatment Engineering) with the firm of SRK Consulting (Canada) Inc. (SRK) with an office at Suite 2200 – 1066 West Hastings Street, Vancouver, British Columbia.

 

This certificate applies to the technical report titled ““Arctic Feasibility Study, Alaska, USA, NI 43-101 Technical Report” that has an effective date of 20 August 2020 (the “Technical Report”).

 

I am a Professional Engineer of the Association of Professional Engineers, Geologists of British Columbia (P.Eng. #36988). I am also a registered Professional Engineer in Northwest Territories, Nunavut, Yukon and Montana. I am a Member of the Society for Mining, Metallurgy and Exploration. I graduated from Montana State University and Montana Tech with a B.Sc. and M.Sc. in Biological Sciences (1988 and 1993), M.Sc. in Environmental Engineering (1996) and a Ph.D. in Civil Engineering (1999).

 

I have practiced my profession for 28 years. I have been directly involved mine water management and treatment on projects in North America, South America, Europe and Asia.

 

As a result of my experience and qualifications, I am a Qualified Person as defined in National Instrument 43–101 Standards of Disclosure for Mineral Projects (NI 43–101) for those sections of the technical report that I am responsible for preparing.

 

I have not visited the Arctic site.

 

I am responsible for Section 1.16.8, 1.16.9.1; Sections 6.2.7.2; Sections 9.7.2, 9.7.3; Sections 11.3, 11.8.6; Sections 18.8, 18.9; Sections 20.1.1, 20.1.2, 20.1.3, 20.1.4, 20.1.5, 20.1.9, 20.4.1.2.7.1; Section 21.1.11; Section 25.17.3; and Sections 26.1.6, 26.1.7, and 26.1.8.1 of the technical report.

 

I am independent of Trilogy Metals Inc. as independence is described by Section 1.5 of NI 43–101.

 

I was previously involved in the project as the Qualified Person for the “Arctic Project, Northwest Alaska, USA, NI 43-101 Technical Report on Pre-Feasibility Study” dated February 20, 2018.

 

I have read NI 43–101 and the sections of the technical report for which I am responsible have been prepared in compliance with that Instrument.

 

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 those sections of the technical report not misleading.

 

Dated:    October 2, 2020

 

“Signed and sealed”

 

Tom Sharp, PEng

Principal Consultant

SRK Consulting (Canada) Inc.

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 

 

  

 

AJ MacDonald, P.Eng.

 

CERTIFICATE OF QUALIFIED PERSON 

AJ MacDonald, P.Eng., Integrated Sustainability Consultants

 

I, AJ MacDonald, P.Eng., am employed as a Vice President / Senior Technical Specialist with Integrated Sustainability Ltd., with an office address at 1050 West Pender Street, Vancouver BC, V6C 3S7.

 

This certificate applies to the technical report titled “Arctic Feasibility Study, Alaska, USA, NI 43-101 Technical Report” that has an effective date of 20 August 2020 (the “technical report”).

 

I am a Professional Engineer of Professional Engineers Yukon, Engineers and Geoscientists British Columbia, Association of Professional Engineers and Geoscientists of Alberta and Professional Engineers Ontario. I graduated from Queen’s University in Kingston, Ontario with Bachelor of Science in 2005 and Carleton University in Ottawa, Ontario with Master of Applied Science in 2007.

 

I have practiced my profession for 15 years. I have been involved or associated with the mining industry since 2007. I have participated in dozens of mining and other resource sector projects, with a particular focus on water treatment process engineering, primarily in Western North America. My experience spans all phases of project delivery including preliminary analysis, conceptual design, detailed design, construction, commissioning and optimization of infrastructure at industrial water treatment facilities in Canada and around the world.

 

As a result of my experience and qualifications, I am a Qualified Person as defined in National Instrument 43–101 Standards of Disclosure for Mineral Projects (NI 43–101) for those sections of the technical report that I am responsible for preparing.

 

I have not visited the Arctic site.

 

I am responsible for Sections 1.16.9, 20.4.1.2, 7.2, 20.4.1.3.2 and 26.1.8.2 of the technical report.

 

I am independent of Trilogy Metals Inc. as independence is described by Section 1.5 of NI 43–101.

 

I have had no previous involvement with the Arctic Project.

 

I have read NI 43–101 and the sections of the technical report for which I am responsible have been prepared in compliance with that Instrument.

 

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 those sections of the technical report not misleading.

 

Dated: October 2, 2020

 

“Signed”

 

AJ MacDonald, P.Eng.

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 

 

  

 

Table of Contents

 

1     Summary     1-1  
1.1     Introduction     1-1  
1.2     Key Outcomes     1-1  
1.3     Terms of Reference     1-1  
1.4     Property Description and Location     1-2  
1.5     Accessibility, Climate, Local Resources and Infrastructure     1-3  
1.6     Exploration History     1-4  
1.7     Geological Setting and Mineralization     1-4  
1.8     Drilling     1-5  
1.9     Sample Preparation, Analysis and Security     1-6  
1.10     Data Verification     1-6  
1.11     Mineral Processing and Metallurgical Testing     1-7  
1.12     Mineral Resource Estimate     1-9  
1.13     Mineral Reserve Estimates     1-10  
1.14     Mining Methods     1-12  
1.15     Recovery Methods     1-13  
1.16     Project Infrastructure     1-14  
1.17     Market Studies     1-16  
1.18     Environmental Studies, Permitting, Social and Community     1-17  
1.19     Capital and Operating Cost Estimates     1-19  
1.20     Economic Analysis     1-20  
1.21     Interpretations and Conclusions     1-21  
1.22     Recommendations     1-21  
               
2     Introduction     2-1  
2.1     Introduction     2-1  
2.2     Terms of Reference     2-1  
2.3     Qualified Persons     2-2  
2.4     Site Visit     2-2  
2.5     Effective Dates     2-3  
2.6     Information Sources     2-3  
2.7     Previous Technical Reports     2-3  
               
3     Reliance on Other Experts     3-1  
3.1     Introduction     3-1  
3.2     Legal Considerations     3-1  
3.3     Taxation     3-1  
3.4     Marketing and Contracts     3-2  
3.5     Metal Prices and Exchange Rates     3-2  
               
4     Property Description and Location     4-1  
4.1     Location     4-1  
4.2     Ownership     4-1  
4.3     Mineral Tenure     4-1  
4.4     Royalties, Agreements and Encumbrances     4-6  
4.5     State Royalty     4-7  
4.6     Surface Rights     4-8  
4.7     Environmental Considerations     4-8  
4.8     Permits     4-8  
4.9     Social Considerations     4-8  
4.10     Comment on Section 4     4-8  

 

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Date: September 2020
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5     Accessibility, Climate, Local Resources, Infrastructure and Physiography     5-1  
5.1     Accessibility     5-1  
5.2     Climate     5-1  
5.3     Local Resources and Infrastructure     5-2  
5.4     Physiography     5-2  
5.5     Comment on Section 5     5-3  
               
6     History     6-1  
6.1     Prior Ownership and Ownership Changes – Arctic Deposit and the Ambler Lands     6-2  
6.2     Previous Exploration and Development Results – Arctic Deposit     6-3  
               
7     Geological Setting and Mineralization     7-1  
7.1     Regional Geology – Southern Brooks Range     7-1  
7.2     Ambler Sequence Geology     7-3  
7.3     Arctic Deposit Geology     7-9  
7.4     Arctic Deposit Mineralization     7-14  
7.5     Prospects     7-14  
               
8     Deposit Types     8-1  
8.1     Deposit Type     8-1  
8.2     Overview     8-1  
8.3     Comment on Section 8     8-2  
               
9     Exploration     9-1  
9.1     Introduction     9-1  
9.2     Grids and Surveys     9-2  
9.3     Geological Mapping     9-2  
9.4     Geochemistry     9-3  
9.5     Geophysics     9-4  
9.6     Petrology, Mineralogy and Research Studies     9-6  
9.7     Geotechnical, Hydrogeological and Geochemical Acid Base Accounting Studies     9-6  
               
10     Drilling     10-1  
10.1     Introduction     10-1  
10.2     Drill Companies     10-3  
10.3     Drill Core Procedures     10-4  
10.4     Geotechnical Drill Hole Procedures     10-6  
10.5     Collar Surveys     10-6  
10.6     Downhole Surveys     10-7  
10.7     Recovery     10-7  
10.8     Drill Intercepts     10-8  
10.9     Prospect Drilling     10-8  
               
11     Sample Preparation, Analyses, and Security     11-1  
11.1     Sample Preparation     11-1  
11.2     Core     11-1  
11.3     Acid-Base Accounting Sampling     11-2  
11.4     Density Determinations     11-3  
11.5     Sample Security     11-4  
11.6     Assay Laboratories     11-4  
11.7     Sample Preparation and Analytical Methods     11-5  
11.8     Quality Assurance/Quality Control     11-5  
11.9     Comment on Section 11     11-17  

 

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12     Data Verification     12-1  
12.1     Drill Hole Collar Verification     12-1  
12.2     Topography Verification     12-1  
12.3     Core Logging Verification     12-1  
12.4     Database Verification     12-1  
12.5     QA/QC Review     12-2  
12.6     Comment on Section 12     12-2  
               
13     Metallurgical Testwork Review     13-1  
13.1     Introduction     13-1  
13.2     Historical Testwork Review     13-4  
13.3     Mineralogical and Metallurgical Testwork – 2012 to 2019     13-6  
13.4     Comment on Section 13     13-22  
               
14     Mineral Resource Estimate     14-1  
14.1     Introduction     14-1  
14.2     Sample Database and Other Available Data     14-1  
14.3     Geologic Model     14-7  
14.4     Compositing     14-10  
14.5     Exploratory Data Analysis     14-10  
14.6     Treatment of Outlier Grades     14-22  
14.7     Specific Gravity Data     14-22  
14.8     Variography     14-23  
14.9     Model Setup and Limits     14-27  
14.10     Interpolation Parameters     14-28  
14.11     Block Model Validation     14-31  
14.12     Resource Classification     14-41  
14.13     Mineral Resource Estimate     14-42  
14.14     Mineral Resource Statement     14-42  
14.15     Grade Sensitivity Analysis     14-44  
14.16     Factors that May Affect the Mineral Resource Estimates     14-45  
               
15     Mineral Reserve Estimates     15-1  
15.1     Overview     15-1  
15.2     Pit Optimization     15-1  
15.3     Dilution and Ore Losses     15-3  
15.4     Mineral Reserve Statement     15-4  
15.5     Factors Affecting Mineral Reserves     15-5  
               
16     Mining Methods     16-1  
16.1     Mine Design     16-1  
16.2     Waste Rock Facility and Stockpile Designs     16-3  
16.3     Production Schedule     16-5  
16.4     Waste Material Handling     16-7  
16.5     Operating Schedule     16-7  
16.6     Mining Equipment     16-9  
16.7     Open Pit Water Management     16-17  
16.8     Geotechnical Review     16-19  
               
17     Recovery Methods     17-1  
17.1     Mineral Processing     17-1  
17.2     Major Design Criteria     17-4  
17.3     Process Plant Description     17-4  
17.4     Plant Process Control     17-14  

 

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Date: September 2020
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18     Project Infrastructure     18-1  
18.1     Introduction     18-1  
18.2     Access Roads     18-4  
18.3     Airstrip     18-6  
18.4     Camps     18-6  
18.5     Fuel Supply, Storage and Distribution     18-7  
18.6     Power Generation     18-7  
18.7     Electrical System     18-7  
18.8     Surface Water Management     18-8  
18.9     High Density Sludge Water Treatment Plant     18-17  
18.10     Tailings Management Facility     18-17  
18.11     Waste Rock Facility and Overburden Stockpiles     18-22  
18.12     Compressed Air Supply     18-24  
18.13     Site Communications     18-24  
18.14     Fire Protection     18-24  
18.15     Plant Buildings     18-25  
18.16     Concentrate Transportation     18-26  
               
19     Market Studies and Contracts     19-1  
19.1     Metal Prices     19-1  
19.2     Markets and Contracts     19-2  
19.3     Smelter Term Assumptions     19-4  
19.4     Transportation and Logistics     19-5  
19.5     Insurance     19-5  
19.6     Representation and Marketing     19-6  
19.7     Comment on Section 19     19-6  
               
20     Environmental Studies, Permitting and Social or Community Impact     20-1  
20.1     Environmental Studies     20-1  
20.2     Permitting     20-8  
20.3     Social or Community Considerations     20-10  
20.4     Mine Reclamation and Closure     20-11  
               
21     Capital and Operating Costs     21-1  
21.1     Capital Costs     21-1  
21.2     Operating Cost Estimate     21-8  
               
22     Economic Analysis     22-1  
22.1     Forward-Looking Information Cautionary Statements     22-1  
22.2     Methodology     22-2  
22.3     Inputs to the Cash Flow Model     22-2  
22.4     Basis of Pre-Tax Financial Evaluation     22-2  
22.5     Pre-Tax Financial Results     22-3  
22.6     Post-Tax Financial Analysis     22-4  
22.7     Cash Flow     22-5  
22.8     Sensitivity Analysis     22-8  
22.9     Copper and Zinc Metal Price Scenarios     22-9  
               
23     Adjacent Properties     23-1  
               
24     Other Relevant Data and Information     24-1  
24.1     Project Execution Plan     24-1  

 

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Date: September 2020
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25     Interpretation and Conclusions     25-1  
25.1     Introduction     25-1  
25.2     Mineral Tenure, Surface Rights, Royalties and Agreements     25-1  
25.3     Geology and Mineralization     25-1  
25.4     Exploration, Drilling and Analytical Data Collection in Support of Mineral Resource Estimation     25-1  
25.5     Metallurgical Testwork     25-2  
25.6     Mineral Resource Estimates     25-2  
25.7     Mineral Reserve Estimates     25-2  
25.8     Mining Recovery     25-3  
25.9     Recovery Plan     25-3  
25.10     Project Infrastructure     25-3  
25.11     Environmental, Permitting and Social     25-4  
25.12     Markets and Contracts     25-4  
25.13     Capital Costs     25-5  
25.14     Operating Costs     25-5  
25.15     Economic Analysis     25-5  
25.16     Conclusions     25-6  
25.17     Risks and Opportunities     25-6  
               
26     Recommendations     26-1  
26.1     Introduction     26-1  
               
27     References     27-1  

 

Appendix A – List of Claims

 

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NI 43-101 Technical Report
Date: September 2020
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List of Tables

 

Table 1-1 Summary of Overall Metal Recovery – Arctic Project 1-8
   
Table 1-2 Parameters Used to Generate a Resource-Limiting Pit Shell 1-9
   
Table 1-3 Mineral Resource Estimate for the Arctic Deposit 1-10
   
Table 1-4 Optimization Inputs 1-11
   
Table 1-5 Mineral Reserve Statement 1-12
   
Table 1-6 Initial Capital Costs 1-19
   
Table 1-7 Sustaining Capital and Closure Costs 1-19
   
Table 1-8 Operating Costs 1-20
   
Table 6-1 Known Mapping, Geochemical, and Geophysical Programs Targeting VMS Prospects in the Ambler Mining District 6-4
   
Table 6-2 Summary of Previous Geotechnical and Hydrogeological Work Completed After 1998 6-8
   
Table 6-3 Mining and Technical Studies 6-10
   
Table 9-1 Summary of Trilogy/NovaGold Exploration Activities Targeting VMS-style Mineralization in the Ambler Sequence Stratigraphy and the Arctic Deposit 9-1
   
Table 9-2 TDEM Loops and Locations 9-4
   
Table 9-3 Summary of derived rock mass parameter values per rock mass domain. 9-10
   
Table 9-4 Estimated Pit Inflow 9-12
   
Table 9-5 Selected slope stability acceptance criteria 9-13
   
Table 10-1 Companies, Campaigns, Drill Holes and Metres Drilled at the Arctic Deposit 10-1
   
Table 10-2 Summary of Trilogy/NovaGold Arctic Deposit Drilling 10-2
   
Table 10-3 Drill Contractors, Drill Holes, Meterage and Core Sizes by Drill Campaign at the Arctic Deposit 10-3
   
Table 10-4 Recovery and RQD 2004 to 2008 Arctic Drill Campaigns 10-7
   
Table 10-5 Drill, Meterage and Average Drill Depth for Trilogy Ambler Sequence VMS Targets 10-8
   
Table 10-6 Trilogy Metals Exploration Drilling – Ambler Schist Belt 10-9
   
Table 11-1 Analytical Laboratories used for Acid Base Accounting and Kinetic Studies for the Arctic Project 11-3
   
Table 11-2 Analytical Laboratories Used by Operators of the Arctic Project 11-4
   
Table 13-1 Summary of Overall Forecast Metal Recovery - Arctic Deposit 13-1
   
Table 13-2 Summary of Testwork Chronology and Reporting from 2012 to 2019 13-2
   
Table 13-3 Head Analyses, Lakefield Research 1999 13-5
   
Table 13-4 Flotation Test on Ambler Low Talc Composite 13-6
   
Table 13-5 SGS Head Grades - Composite Samples - 2012 13-7
   
Table 13-6 ALS Metallurgy Head Grades - Composite Samples - 2017 13-8

 

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Table 13-7 Mineral Modal Abundance for Composite Samples - SGS 2012 13-10
   
Table 13-8 Bond Ball Mill Work Index and Abrasion Index Test Results 13-11
   
Table 13-9 Summary of SMC Test Results and Additional BWI Data 13-12
   
Table 13-10 Summary of Locked Cycle Recovery Data for Composite Sample Testing 13-14
   
Table 13-11 Locked Cycle Metallurgical Test Results – SGS Vancouver 2012 13-15
   
Table 13-12 Locked Cycle Metallurgical Test Results – ALS Metallurgy 2017 13-16
   
Table 13-13 SGS Vancouver Open Circuit Copper and Lead Separation Test Results 13-18
   
Table 13-14 ALS Metallurgy Locked Cycle Testing of Copper-Lead Separation Process 13-19
   
Table 13-15 Summary of Lead Concentrate Grades for Various Talc Grades in Feed 13-20
   
Table 13-16 Summary of Flotation Reagent and Grind Size Objectives 13-21
   
Table 13-17 Summary of Lead Concentrate Quality 13-21
   
Table 13-18 Summary of Copper Concentrate Quality 13-22
   
Table 13-19 Summary of Zinc Concentrate Quality 13-22
   
Table 14-1 Summary of Sample Data Used to Develop the Resource Block Model 14-3
   
Table 14-2 Summary of Lithology Domains 14-9
   
Table 14-3 Summary of Mineralized Zone (MinZone) Domains 14-10
   
Table 14-4 Summary of Geotech, Alteration, Talc and Weathering Domains 14-10
   
Table 14-5 Summary of Estimation Domains 14-21
   
Table 14-6 Summary of Treatment of Outlier Sample Data 14-22
   
Table 14-7 Copper Correlogram Parameters 14-23
   
Table 14-8 Lead Correlogram Parameters 14-24
   
Table 14-9 Zinc Correlogram Parameters 14-24
   
Table 14-10 Gold Correlogram Parameters 14-25
   
Table 14-11 Silver Correlogram Parameters 14-25
   
Table 14-12 Sulphur Correlogram Parameters 14-26
   
Table 14-13 AP Correlogram Parameters 14-26
   
Table 14-14 NP Correlogram Parameters 14-26
   
Table 14-15 Talc Correlogram Parameters 14-27
   
Table 14-16 Block Model Limits 14-27
   
Table 14-17 Interpolation Parameters for Copper 14-28
   
Table 14-18 Interpolation Parameters for Lead 14-29
   
Table 14-19 Interpolation Parameters for Zinc 14-29
   
Table 14-20 Interpolation Parameters for Gold 14-29
   
Table 14-21 Interpolation Parameters for Silver 14-29
   
Table 14-22 Interpolation Parameters for Sulphur 14-30
   
Table 14-23 Interpolation Parameters for AP 14-30

 

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; 

Table 14-24 Interpolation Parameters for NP 14-30
   
Table 14-25 Interpolation Parameters for Specific Gravity 14-30
   
Table 14-26 Interpolation Parameters for Talc 14-30
   
Table 14-27 Parameters Used to Generate a Resource-Limiting Pit Shell 14-42
   
Table 14-28 Mineral Resource Estimate for the Arctic Deposit 14-43
   
Table 14-29 Sensitivity of Mineral Resource to Cut-off Grade 14-44
   
Table 15-1 Optimization Inputs 15-1
   
Table 15-2 Mineral Reserves Statement 15-4
   
Table 16-1 Mine Design Parameters 16-1
   
Table 16-2 Production Schedule 16-6
   
Table 16-3 Gross Operating Hours per Year 16-8
   
Table 16-4 Productive Utilization Ramp-up 16-8
   
Table 16-5 Equipment Utilization and Efficiency 16-9
   
Table 16-6 Blasting Design Input 16-10
   
Table 16-7 Material Blasted Quantities 16-11
   
Table 16-8 Blasting products consumed 16-11
   
Table 16-9 Rock Type Weight and UCS 16-12
   
Table 16-10 PV271 Drill Penetration Rates 16-13
   
Table 16-11 Drill Requirements and Performance 16-13
   
Table 16-12 Loading Requirements and Performance 16-14
   
Table 16-13 Truck Requirements and Performance 16-15
   
Table 16-14 Support Equipment 16-16
   
Table 16-15 Auxiliary Equipment 16-16
   
Table 16-16 Summary Based Case Cumulative Pit Dewatering Needs 16-17
   
Table 17-1 Processing Facility Design Criteria 17-4
   
Table 18-1 Personnel Onsite during Operations 18-7
   
Table 18-2 Process water supply summary 18-11
   
Table 18-3 TMF Design Parameters and Design Criteria 18-19
   
Table 18-4 Mode of Transport and Distances for Concentrate Shipping 18-27
   
Table 19-1 Concentrate Transport Costs 19-5
   
Table 20-1 Major Mine Permits Required for the Arctic Project 20-10
   
Table 20-2 Summary of Closure and Reclamation Costs 20-20
   
Table 21-1 Estimate Summary Level 1 Major Facility 21-3
   
Table 21-2 Initial Estimate by Major Discipline 21-3
   
Table 21-3 Estimate Exchange Rates 21-5
   
Table 21-4 Mine Capital Costs 21-6

 

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; 

Table 21-5 Sustaining Capital and Closure Costs 21-8
   
Table 21-6 Overall Operating Cost Estimate 21-8
   
Table 21-7 Life of Mine Mining Cost 21-9
   
Table 21-8 Summary of Processing Operating Cost Estimates 21-9
   
Table 21-9 G&A Cost Estimates 21-11
   
Table 21-10 Surface Services Cost Estimates 21-11
   
Table 22-1 Mine and Payable Metal Production for the Arctic Mine 22-2
   
Table 22-2 Summary of Pre-Tax Financial Results 22-4
   
Table 22-3 Summary of Post-Tax Financial Results 22-5
   
Table 22-4 Pre and Post-Tax Arctic Project Production and Cash Flow Forecast 22-6
   
Table 22-5 Pre-tax Copper Price Scenarios 22-9
   
Table 22-6 Pre-tax Zinc Price Scenarios 22-9

 

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List of Figures

 

Figure 2-1 Property Location Map (Tetra Tech, 2013) 2-1
   
Figure 4-1 Upper Kobuk Mineral Projects Lands (Trilogy Metals, 2019) 4-2
   
Figure 4-2 Arctic Project Mineral Tenure Plan (Trilogy Metals, 2019) 4-3
   
Figure 4-3 Mineral Tenure Layout Plan (Trilogy Metals, 2019) 4-4
   
Figure 4-4 Arctic Deposit Location (Trilogy Metals, 2019) 4-5
   
Figure 7-1 Geologic Terranes of the Southern Brooks Range (Trilogy Metals, 2019) 7-2
   
Figure 7-2 Geology of the Ambler Mining District (Trilogy Metals, 2019) 7-4
   
Figure 7-3 Ambler Sequence Stratigraphy in the Arctic Deposit Area (Trilogy Metals, 2019) 7-6
   
Figure 7-4 Generalized Geology of the Central Ambler Mining District (Trilogy Metals, 2019) 7-7
   
Figure 7-5 Typical F1 Isoclinal Folds Developed in Calcareous Gnurgle Gneiss (Trilogy Metals, 2019) 7-8
   
Figure 7-6 Generalized Geologic Map of the Arctic Deposit (Trilogy Metals, 2019) 7-10
   
Figure 7-7 Major Prospects of the Ambler Mining District (Trilogy Metals, 2019) 7-15
   
Figure 9-1 Mapping Campaigns in and around the Arctic Deposit (Trilogy Metals, 2019) 9-3
   
Figure 9-2 VTEM flight lines over the Ambler Belt and Cosmos Hill prospective areas (Trilogy Metals, 2019) 9-5
   
Figure 9-3 ZTEM flight lines over the Ambler VMS Belt and the Bornite deposit (Trilogy Metals, 2019) 9-6
   
Figure 9-4 Isometric view (looking West) of Talc Zone domain modeled by Trilogy (2020) using Leapfrog on the EoY12 design pit (Wood, 2019). 9-7
   
Figure 9-5 SRK Structural Model used in the Slope Stability Analysis on the EoY12 design pit (Wood, 2019). 9-8
   
Figure 9-6 Location Plan, Structural and Geomechanical Domains (Wood, 2019) 9-9
   
Figure 9-7 Summarized Hydrogeological Conceptual Model for Pit Area (Wood, 2019) 9-12
   
Figure 9-8 Recommended Inter-Ramp Angles by Slope Design Sector (Wood, 2019) 9-14
   
Figure 10-1 Plan Map of Drill Holes in the Vicinity of the Arctic Deposit (Trilogy Metals, 2020) 10-3
   
Figure 10-2 Collar Locations and Principal Target Areas – Ambler Mining District (Trilogy Metals, 2020) 10-9
   
Figure 10-3 Sunshine Prospect and Drill Hole Locations (Trilogy Metals, 2020)

10-10

   
Figure 11-1 Spatial Availability of QA/QC Data (Trilogy Metals, 2019) 11-6
   
Figure 11-2 Graph Showing Good Agreement between Wet-dry Measured Specific Gravity and Pycnometer Measured Specific Gravity (West, A., 2014) 11-15
   
Figure 11-3 Measured versus Stoichiometric Specific Gravities (West, A., 2014) 11-16
   
Figure 11-4 Scatter Plot Showing the Measured Specific Gravity versus Multiple (Copper, Iron, Zinc, Barium) Regression Estimate (West, A., 2014) 11-17

 

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Figure 13-1 Proposed Copper-Lead-Zinc Flowsheet including Talc Pre-float (Ausenco, 2020) 13-3
   
Figure 13-2 Cu and Zn Test Sample Grades for ALS Metallurgy/SGS Programs (Austin, 2020) 13-8
     
Figure 13-3 Cu and Pb Test Sample Grades for ALS Metallurgy/SGS Programs (Austin, 2020) 13-9
   
Figure 13-4 Distribution of Talc content within the 2012 and 2017 Test Samples (Austin, 2020) 13-9
   
Figure 14-1 Isometric View of Copper Grades in Drill Holes (Sim, 2019) 14-3
   
Figure 14-2 Isometric View of Copper Grades in Drill Holes (Sim, 2019) 14-4
   
Figure 14-3 Isometric Views of Available AP and NP Data (Sim, 2019) 14-5
   
Figure 14-4 Isometric View of Available Sulphur Data (Sim, 2019) 14-5
   
Figure 14-5 Boxplots of Copper by Logged Lithology Type (Sim, 2017) 14-12
   
Figure 14-6 Boxplots of Copper by Lithology Domain (Sim, 2017) 14-13
   
Figure 14-7 Boxplots of Gold by Lithology Domain (Sim, 2017) 14-14
   
Figure 14-8 Boxplots of Copper by MinZone Domain (Sim, 2017) 14-15
   
Figure 14-9 Boxplots of AP (kg CaCO3/t), NP (kg CaCO3/t) and Sulphur by Lithology Domain (Sim, 2017) 14-17
   
Figure 14-10 Boxplots of AP (kg CaCO3/t), NP (kg CaCO3/t) and Sulphur by Talc Domain (Sim, 2017) 14-18
   
Figure 14-11 Boxplots of AP (kg CaCO3/t), NP (kg CaCO3/t) and Sulphur by Weathered Domain (Sim, 2017) 14-18
   
Figure 14-12 Boxplots of SG by MinZone and Lithology Group Domains (Sim, 2017) 14-19
   
Figure 14-13 Contact Profiles of Copper Between MinZone and other Lithology Domain Groups (Sim, 2017) 14-19
   
Figure 14-14 Contact Profile of AP (kg CaCO3/t), NP (kg CaCO3/t) and Sulphur Between Weathered and Fresh Rocks (Sim, 2017) 14-20
   
Figure 14-15 Contact Profile of AP (kg CaCO3/t), NP (kg CaCO3/t) and Sulphur Inside / Outside of the Talc Domains (Sim, 2017) 14-20
   
Figure 14-16 North-South Vertical Section of Copper Estimates in the Block Model (Section 613250E) (Sim, 2017) 14-31
   
Figure 14-17 West-East Vertical Section of Copper Estimates in the Block Model (Section 7453000N) (Sim, 2017) 14-32
   
Figure 14-18 Herco and Model Grade / Tonnage Plots for Copper in MinZone Domains 1, 3 and 5 (Sim, 2017) 14-32
   
Figure 14-19 Herco and Model Grade / Tonnage Plots for Lead in MinZone Domains 1, 3 and 5 (Sim, 2017) 14-33
   
Figure 14-20 Herco and Model Grade / Tonnage Plots for Zinc in MinZone Domains 1, 3 and 5 (Sim, 2017) 14-33
   
Figure 14-21 Herco and Model Grade / Tonnage Plots for Gold in MinZone Domains 1, 3 and 5 (Sim, 2017) 14-33

 

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Figure 14-22 Herco and Model Grade / Tonnage Plots for Silver in MinZone Domains 1, 3 and 5 (Sim, 2017) 14-34
   
Figure 14-23 Comparison of Copper Model Types in MinZone Domains 1, 3 and 5 (Sim, 2017) 14-35
   
Figure 14-24 Comparison of Lead Model Types in MinZone Domains 1, 3 and 5 (Sim, 2017) 14-35
   
Figure 14-25 Comparison of Zinc Model Types in MinZone Domains 1, 3 and 5 (Sim, 2017) 14-36
   
Figure 14-26 Comparison of Gold Model Types in MinZone Domains 1, 3 and 5 (Sim, 2017) 14-36
   
Figure 14-27 Comparison of Silver Model Types in MinZone Domains 1, 3 and 5 (Sim, 2017) 14-37
   
Figure 14-28 Swath Plot of Copper in MinZone Domains 1, 3 and 5 (Sim, 2017) 14-37
   
Figure 14-29 Swath Plot of Lead in MinZone Domains 1, 3 and 5 (Sim, 2017) 14-38
   
Figure 14-30 Swath Plot of Zinc in MinZone Domains 1, 3 and 5 (Sim, 2017) 14-38
   
Figure 14-31 Swath Plot of Gold in MinZone Domains 1, 3 and 5 (Sim, 2017) 14-39
   
Figure 14-32 Swath Plot of Silver in MinZone Domains 1, 3 and 5 (Sim, 2017) 14-39
   
Figure 14-33 Swath Plot of AP (kg CaCO3/t) in Rocks Outside of the MinZone Domains (Sim, 2017) 14-40
   
Figure 14-34 Swath Plot of NP (kg CaCO3/t) in Rocks Outside of the MinZone Domains (Sim, 2017) 14-40
   
Figure 14-35 Swath Plot of Sulphur Rocks Outside of the MinZone Domains (Sim, 2017) 14-41
   
Figure 14-36 Isometric Views of Arctic Mineral Resource (Sim, 2017) 14-44
   
Figure 15-1 Pit-by-Pit Analysis (Wood, 2020) 15-3
   
Figure 15-2 Selected Pit Shell (Wood, 2020) 15-3
   
Figure 15-3 Contact Dilution Estimation Procedure (Wood, 2020) 15-4
   
Figure 16-1 Ultimate Pit Design (Wood, 2020) 16-2
   
Figure 16-2 Section 1 Showing Mine Design and Selected Pit Shell (looking west) (Wood, 2020) 16-2
   
Figure 16-3 Section 2 Showing Mine Design and Selected Pit Shell (looking north-west) (Wood, 2020) 16-3
   
Figure 16-4 Waste Rock Facility (Wood, 2020) 16-4
   
Figure 16-5 Ore Stockpile (Wood, 2020) 16-4
   
Figure 16-6 Production Schedule (Wood, 2020) 16-6
   
Figure 16-7 Scheduled Cu Feed Grade (Wood, 2020) 16-7
   
Figure 16-8 Pore Pressure Management Assumptions for East and Northeast Pit Walls (SRK 2020) 16-19
   
Figure 17-1 Simplified Process Flowsheet (Ausenco 2020) 17-3
   
Figure 18-1 Proposed Site Layout (Ausenco, 2020) 18-2
   
Figure 18-2 Proposed Location of the Processing Plant and Other Buildings (Ausenco, 2020) 18-3
     
Figure 18-3 Proposed Route of AMDIAP Road (Ambler Access Website 2018) 18-4
   
Figure 18-4 Arctic Access Road (Trilogy Metals, 2019) 18-5

 

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Figure 18-5 Surface Water Management Plan during Operations (SRK, 2020) 18-9
   
Figure 18-6 Surface Water Management Plan Life of Mine (SRK, 2020) 18-10
   
Figure 18-7 WRCP Proposed Construction (SRK, 2020) 18-14
   
Figure 18-8 WRCP Typical Section (SRK, 2020) 18-14
   
Figure 18-9 WRCP Typical Embankment Detail (SRK, 2020) 18-15
   
Figure 18-10 Cross Section through the TMF & WRF showing Starter Dam to Elevation 805 m (SRK, 2020) 18-21
   
Figure 18-11 Cross Section of the TMF and raises to Final Design Elevation (SRK, 2020) 18-21
   
Figure 20-1 Current Water Quality and Hydrology Stations Location Map 20-2
   
Figure 20-2 Phase One Closure (SRK, 2020) 20-13
   
Figure 20-3 Phase Two Closure (SRK, 2020) 20-14
   
Figure 20-4 Selenium Water Treatment Plant Process (Integrated Sustainability, 2020) 20-19
   
Figure 22-1 Pre-tax NPV Sensitivity Analysis (Ausenco, 2020) 22-8
   
Figure 22-2 Pre-tax IRR Sensitivity Analysis (Ausenco, 2020) 22-9

 

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Glossary

 

   
Acme Analytical Laboratories Ltd. AcmeLabs
Alaska Department of Environmental Conservation ADEC
Alaska Department of Fish and Game ADFG
Alaska Department of Natural Resources ADNR
Alaska Department of Transportation ADOT
Alaska Industrial Development and Export Authority AIDEA
Alaska Native Claims Settlement Act ANCSA
Alaska Native Regional Corporations ANCSA Corporations
Ambler Mining District Industrial Access Project AMDIAP
Andover Mining Corp. Andover
Annual Hardrock Exploration Activity AHEA
atomic absorption AA
atomic absorption spectroscopy AAS
atomic emission spectroscopy ICP_AES
Audio-Frequency Magneto-Telluric AMT
BD Resource Consulting, Inc. BDRC
Bear Creek Mining Corporation BCMC
Arctic Project the Project
Canadian Institute of Mining, Metallurgy, and Petroleum CIM
Circular corrugated steel pipes CSP
complex resistivity induced polarization CRIP
Controlled Source Audio-frequency Magneto-Telluric CSAMT
Electromagnetic EM Environmental Impact Statement EIS
Environmental Protection Agency EPA
Dry Metric Tonne/s dmt
Exploration Agreement and Option to Lease NANA Agreement
Fugro Airborne Surveys Fugro
GeoSpark Consulting Inc. GeoSpark
General and Administrative. G&A
Grams per tonne gpt
High density sludge HDS
inductively coupled plasma ICP
inductively coupled plasma-mass ICP-MS
Internal Rate of Return IRR
International Organization for Standardization ISO
Kennecott Exploration Company and Kennecott Arctic Company Kennecott
Kennecott Research Centre KRC
LiDAR Light Detection and Ranging life of mine LOM
Mine Development Associates MDA
meters above sea level masl
NANA Regional Corporation, Inc. NANA
National Environmental Policy Act NEPA
National Instrument 43-101 NI 43-101
natural source audio-magnetotelluric NSAMT
naturally occurring asbestos NOA
net present value NPV
net smelter return NSR
North American Datum NAD
Northern Land Use Research Inc. NLUR Inc.
Northwest Arctic Borough NWAB
Trilogy Metals Inc. Trilogy Metals

 

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NovaGold Resources Inc. NovaGold
Polarized Light Microscopy PLM
Quality Assurance/Quality Control QA/QC
Selenium Water Treatment Plant SeWTP
SIM Geological Inc. SGI
single point SP
Teck Resources Ltd. Teck
Tailings management facility TMF
Tonnes per annum t/a
Tonnes per day tpd
Universal Transverse Mercator UTM
US Army Corps of Engineers USACE
US Geological Survey USGS
volcanogenic massive sulphide VMS
WH Pacific, Inc. WHPacific
Waste rock collection pond WRCP
Waste rock facility WRF
Water treatment plant WTP
Wet Metric Tonne/s wmt
Zonge International Inc. Zonge

 

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1Summary

 

1.1Introduction

 

Trilogy Metals Inc. (Trilogy Metals or Trilogy) commissioned Ausenco Engineering Canada Inc. (Ausenco) to compile a Technical Report (the Report) on the Arctic deposit, part of the Arctic Project (the Project) in the Ambler Mining District of northwest Alaska.

 

1.2Key Outcomes

 

The Project demonstrates the financial outcomes summarized below:

 

·Pre-tax

 

o      NPV of $1,550.9 million  at an 8% discount rate

 

o      IRR of 30.8%

 

o      Payback period of 2.4 years

 

·Post-tax

 

o      NPV of $1,134.7 million at an 8% discount rate

 

o      IRR of 27.1%

 

o      Payback period of 2.6 years

 

·Total capital costs of $1,224.7 million, comprised of:

 

o      Initial capital cost of $905.6 million

 

o      Sustaining capital cost of $113.8 million

 

o      Closure cost of $205.4 million

 

·Total onsite operating costs of $2,200.5 million

 

·Total offsite operating costs of $2,555.5 million

 

1.3Terms of Reference

 

1.3.1          General

 

The Report supports disclosure by Trilogy Metals in the news release dated August 20, 2020, entitled “Trilogy Metals Announces Positive Feasibility Study Results for the Arctic Project Located in Alaska, USA”.

 

The firms and consultants who are providing Qualified Persons (QPs) responsible for the content of this Report, which is based on the Feasibility Study completed in 2020 (the 2020 FS) and supporting documents prepared for the 2020 FS, are, in alphabetical order: Ausenco Engineering Canada Inc. (Ausenco); BD Resource Consulting, Inc., (BDRC); Integrated Sustainability Consultants; International Metallurgical & Environmental Inc (IME); SIM Geological Inc. (SIM); SRK Consulting (Canada) Inc. (SRK), and Wood Canada Limited (previously Amec Foster Wheeler Americas Ltd.) (Wood).

 

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The Report presents Mineral Resource and Mineral Reserve estimates for the Project, and an economic assessment based on open pit mining operations and a conventional processing circuit that would produce copper, zinc and lead concentrates.

 

All units of measurement in this Report are metric, unless otherwise stated. The monetary units are in US dollars, unless otherwise stated.

 

1.3.2          Mineral Resources and Reserves

 

Mineral Resources and Mineral Reserves are reported in accordance with the Canadian Institute of Mining, Metallurgy and Petroleum (CIM) Definition Standards for Mineral Resources and Mineral Reserves (May 2014; the 2014 CIM Definition Standards).

 

1.4Property Description and Location

 

The Arctic Project is located in the Ambler mining district (Ambler Mining District) of the southern Brooks Range, in the Northwest Arctic Borough (NWAB) of Alaska. The Property is geographically isolated with no current road access or nearby power infrastructure. The Project is located 270 km east of the town of Kotzebue, 37 km northeast of the village of Kobuk, and 260 km west of the Dalton Highway, an all-weather state-maintained highway.

 

NovaGold Resources Inc. (NovaGold) acquired the Arctic Project from Kennecott Exploration Company and Kennecott Arctic Company (collectively, Kennecott) in 2004. In 2011, NovaGold transferred all copper projects to NovaCopper Inc. and spun-out NovaCopper to its then existing shareholders in 2012. NovaCopper Inc. subsequently underwent a name change to Trilogy Metals Inc. in 2016. Under the Kennecott Purchase and Termination Agreement, Kennecott retained a 1% net smelter return (NSR) royalty that has been subsequently sold by Kennecott. The 1% NSR runs with the lands and is purchasable at any time from the royalty holder for a one-time payment of $10 million.

 

The Project is directly held by Ambler Metals LLC (Ambler Metals), a 50/50 joint venture formed between South32 Limited (South32) and Trilogy Metals Inc. (Trilogy Metals) in February 2020. Upon the formation of the joint venture, Trilogy Metals contributed all of its Alaskan assets, including the Project and Trilogy’s agreement with NANA (see below), to Ambler Metals in exchange for a 50% membership interest and at the same time, South32 contributed $145 million in cash for a 50% membership interest.

 

Ambler Metals holds approximately 185,805 acres (75,192 ha) of State of Alaska mining claims and US Federal patented mining claims in the Kotzebue Recording District. The Arctic Project land tenure consists of 1,851 contiguous State mining claims, including 905 40-acre claims, 946 160-acre claims, and 18 Federal patented claims comprising 271.9 acres (110 ha) held in the name of Ambler Metals.

 

Surface use of the private land held as Federal patented claims is limited only by reservations in the patents and by generally-applicable environmental laws. Surface use of State claims allows the owner of the mining claim to make such use of the surface as is “necessary for prospecting for, extraction of, or basic processing of minerals.”

 

The NANA Regional Corporation, Inc. (NANA) controls lands granted under the Alaska Native Claims Settlement Act (ANCSA) to the south of the Project boundary. Ambler Metals and NANA are parties to an agreement (the NANA Agreement) that consolidates the parties’ land holdings into an approximately 172,675 ha land package and provides a framework for the exploration and development of the area. The NANA Agreement has a term of 20 years, with an option in favour of Ambler Metals to extend the term for an additional 10 years. If, following receipt of a feasibility study and the release for public comment of a related draft environmental impact statement, a decision is made to proceed with construction of a mine on the lands subject to the NANA Agreement, NANA will have 120 days to elect to either (a) exercise a non-transferrable back-in-right to acquire between 16% and 25% (as specified by NANA) of that specific project; or (b) not exercise its back-in-right, and instead receive a net proceeds royalty equal to 15% of the net proceeds realized from such project. In the event that NANA elects to exercise its back-in-right, the parties will, as soon as reasonably practicable, form a joint venture with NANA electing to participate between 16% to 25%, and Ambler Metals owning the balance of the interest in the joint venture. If Ambler Metals decides to proceed with construction of a mine on its own lands subject to the NANA Agreement, NANA will enter into a surface use agreement which will afford Ambler Metals access to the project along routes approved by NANA. In consideration for the grant of such surface use rights, NANA will receive a 1% net smelter royalty on production and provide an annual payment on a per acre basis.

 

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1.5Accessibility, Climate, Local Resources and Infrastructure

 

Primary access to the Project is by air, using both fixed wing aircraft and helicopters.

 

There are four well-maintained, approximately 1,500 m-long gravel airstrips located near the Project, capable of accommodating charter fixed wing aircraft. These airstrips are located 64 km west at Ambler, 46 km southwest at Shungnak, 37 km southwest at Kobuk, and 34 km southwest at Dahl Creek. There is daily commercial air service from Kotzebue to the village of Kobuk, the closest community to the Project. During the summer months, the Dahl Creek Camp airstrip is suitable for larger aircraft, such as a C-130 and DC-6.

 

In addition to the four 1,500 m airstrips, there is a 700 m airstrip located at the Bornite Camp. The airstrip at Bornite is suited to smaller aircraft, which support the Bornite Camp with personnel and supplies. There is also a 450 m airstrip (Arctic airstrip) located at the base of Arctic Ridge that can support smaller aircraft.

 

A winter trail and a one-lane dirt track suitable for high-clearance vehicles or construction equipment links the Arctic Project’s main camp located at Bornite to the Dahl Creek airstrip southwest of the Arctic deposit. An unimproved gravel track connects the Arctic airstrip with the Arctic deposit.

 

The climate in the region is typical of a sub-arctic environment. Weather conditions on the Project can vary significantly from year to year and can change suddenly. During the summer exploration season, average maximum temperatures range from 10 °C to 20 °C, while average lows range from -2 °C to 7 °C (Western Regional Climate Center: WRCC - Alaska Climate Summaries: Kobuk 1971 to 2000). By early October, unpredictable weather limits safe helicopter travel to the Project. During winter months, the Project can be accessed by snow machine, track vehicle, or fixed wing aircraft. Winter temperatures are routinely below -25 °C and can exceed -50 °C. Annual precipitation in the region varies with elevation.

 

It is expected that any future mining activity will be conducted on a year-round basis. Exploration activities are generally confined to the period from late May to late September.

 

Kotzebue is a potential source of limited mining-related supplies and labourers, and is the nearest centre serviced by regularly scheduled, large commercial aircraft (via Nome or Anchorage). In addition, there are seven other villages in the region that will be a potential source of some of the workforce for the Project. Fairbanks (population 31,036; 2010 US Census) has a long mining history along with currently operating mines and can provide most mining-related supplies and support that cannot be sourced closer to the Project area.

 

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Drilling and mapping programs are seasonal and have been supported out of the Bornite Camp and Dahl Creek Camp. The Bornite Camp facilities are located on Ruby Creek on the northern edge of the Cosmos Hills. The camp provides office space and accommodations for the geologists, drillers, pilots, and support staff. Power is supplied by two Caterpillar diesel generators – one 300kW and one 225 kW. Water was supplied by the permitted artesian well located 250 m from camp; however, a water well was drilled in camp during the 2017 field season that was permitted by 2019 to provide all potable water for the Bornite Camp.

 

1.6Exploration History

 

Prior to Trilogy Metals’ Project interest, work programs were conducted by Bear Creek Mining Company (BCMC), an exploration subsidiary of Kennecott Exploration (Kennecott) and Anaconda. Exploration activities included geological and reconnaissance mapping, geochemical sampling, airborne and ground geophysical surveys, drilling, metallurgical testwork, petrological and mineralogical studies, and resource estimates.

 

Trilogy Metals obtained its project interest in 2004, when the Alaska Gold Company, a wholly-owned subsidiary of NovaGold completed an Exploration and Option Agreement with Kennecott to earn an interest in the Ambler land holdings. In 2010, NovaGold acquired a 100% controlling interest by buying out Kennecott’s interest, although Kennecott retained an NSR royalty. Work conducted by NovaGold, its successor NovaCopper and Trilogy Metals included geological mapping, soil and silt geochemical sampling, time-domain electromagnetic (TDEM) ground geophysical surveys, airborne DIGHEM geophysical surveys, down-hole geophysics, drilling programs, metallurgical testwork, Mineral Resource and Mineral Reserve estimates, mining studies, and baseline environmental studies.

 

1.7Geological Setting and Mineralization

 

The Arctic deposit is considered to be a volcanogenic massive sulphide (VMS) deposit based on its geologic setting, associated host rocks, stratiform ore morphology, and ore mineralogy.

 

The Ambler Mining District is located on the southern margin of the Brooks Range. Within the VMS belt, several deposits and prospects (including the Arctic deposit) are hosted in the Ambler Sequence, a group of Middle Devonian to Early Mississippian, metamorphosed, bimodal volcanic rocks with interbedded tuffaceous, graphitic, and calcareous volcaniclastic metasediments. The Ambler Sequence occurs in the upper part of the regional Anirak Schist. VMS-style mineralization is found along the entire 110 km strike length of the Ambler Sequence.

 

Stratigraphically, the Ambler Sequence consists of variably metamorphosed calc-turbidites, overlain by calcareous schists with irregularly distributed mafic sills and pillow lavas. These are overlain by the Arctic-sulphide host section which consists mainly of fine-grained, carbonaceous siliciclastic rocks which are in turn overlain by reworked silicic volcanic rocks, including meta-rhyolite porphyries and most notably the regionally extensive Button Schist with its characteristically large relic porphyroblasts. Greywacke sandstones, interpreted to be turbidites, occur throughout the section but are concentrated higher in the stratigraphy. Several rock units within the stratigraphy show substantial variation in local thickness as a consequence of basin morphology at the time of deposition and later deformation.

 

Alteration at the Arctic deposit is characterized by magnesium metasomatism, primarily as talc, Mg-rich chlorite, and phengite alteration products associated with the sulphide-bearing horizons and continuing in the footwall. Stratigraphically above the sulphide-bearing horizons, significant muscovite as paragonite is developed and results in a marked shift in Na/Mg (sodium/magnesium) ratios across the sulphide bearing horizons.

 

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Mineralization occurs as stratiform semi-massive sulphide (SMS) to massive sulphide (MS) beds within primarily graphitic chlorite schists and fine-grained quartz schists. The sulphide beds average 4 m in thickness but vary from less than 1 m up to as much as 18 m in thickness.

 

The bulk of the mineralization occurs within eight modelled SMS and MS zones lying along the upper and lower limbs of the interpreted Arctic isoclinal anticline. All of the zones are within an area of roughly 1 km2 with mineralization extending to a depth of approximately 250 m below the surface. Mineralization is predominately coarse-grained sulphides consisting mainly of chalcopyrite, sphalerite, galena, tetrahedrite-tennantite, pyrite, arsenopyrite, and pyrrhotite. Trace amounts of electrum are also present.

 

1.8Drilling

 

Drilling at the Arctic deposit and within the Ambler Mining District has been ongoing since its initial discovery in 1967. Approximately 60,857 m of drilling was completed within the Ambler Mining District, including 42,571 m of drilling in 207 drill holes at the Arctic deposit or on potential extensions in 29 campaigns spanning 52 years. Drill programs were completed by Kennecott and its subsidiaries, Anaconda, and Trilogy Metals and its predecessor companies.

 

Core recoveries are acceptable. Geological and geotechnical logging is in line with industry generally-accepted practices. Drill collar and downhole survey data were collected using industry-recognized instrumentation and methods at the time the data were collected.

 

Between 2004 and 2005, NovaGold conducted a systematic drill core re-logging and re-sampling campaign of Kennecott and BCMC era drill holes. NovaGold either took 1 m to 2 m samples every 10 m, or sampled entire lengths of previously un-sampled core within a minimum of 1 m and a maximum of 3 m intervals. During the Trilogy Metals campaigns, sample intervals were determined by the geological relationships observed in the core and limited to a 2.5 m to 3 m maximum length and 0.3 m minimum length. An attempt was made to terminate sample intervals at lithological and mineralization boundaries. Sampling was generally continuous from the top to the bottom of the drill hole. When the hole was in un-mineralized rock, the sample length was generally 3 m, whereas in mineralized units, the sample length was shortened to 1 m to 2 m with a maximum of 2.5 m.

 

Gold assays were conducted using fire assay fusion followed by an atomic absorption spectroscopy (AAS) finish. An additional 49-element suite was assayed by inductively coupled plasma-mass spectroscopy (ICP-MS) methodology, following a four acid (hydrochloric, nitric, hydrofluoric, and perchloric) digestion. The copper, zinc, lead, and silver analyses were completed by atomic absorption (AA), following a triple acid digest, in 2004 and 2005, and by inductively coupled plasma-atomic emission spectroscopy (ICP-AES) following a triple acid digestion from 2006 to 2019, when overlimits occurred with the ICP-MS methodology.

 

Standard reference materials, blanks, duplicates, and check samples have been regularly submitted at a combined level of 20% of sampling submissions for all NovaGold/NovaCopper/Trilogy Metals era campaigns. BD Resource Consulting, Inc (BDRC) reviewed the quality assurance and quality control (QA/QC) dataset and reports and found the sample insertion rate and the timeliness of results received and reviewed meets or exceeds industry best practices.

 

Specific gravity (SG) measurements were conducted on 4,708 samples in the database and range from a minimum of 1.49 to a maximum of 5.35 and average 3.04. The distribution of SG data is considered sufficient to support estimation in the resource model.

 

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Current Mineral Resource estimates and geologic models use topography completed in 2010 by PhotoSat Inc. The resolution of the satellite imagery used was at 0.5 m, and a 1 m contour map and digital elevation model were generated. An aerial light detection and ranging (LiDAR) survey was completed to support feasibility level resource estimation, engineering design, environmental studies, and infrastructure layout evaluations. Agreement between surveyed drill hole collar elevations and a LiDAR topographic surface verifies the correctness of the digital topography for use in estimation.

 

It was concluded that the drill database and topographic surface for the Arctic deposit is reliable and sufficient to support the current estimate of mineral resources.

 

1.9Sample Preparation, Analysis and Security

 

The data for the Arctic deposit were generated over three primary drilling campaigns: 1966 to 1986 when BCMC, a subsidiary of Kennecott was the primary operator, 1998 when Kennecott resumed work after a long hiatus, and 2004 to present under NovaGold, NovaCopper, and Trilogy Metals.

 

Between 2004 and 2005, NovaGold conducted a systematic drill core re-logging and re-sampling campaign of Kennecott and BCMC era drill holes AR-09 to AR-74. NovaGold either took 1 to 2 m samples every 10 m, or sampled entire lengths of previously unsampled core within a minimum of 1 m and a maximum or 3 m intervals. The objective of the sampling was to generate a full inductively-coupled plasma (ICP) geochemistry dataset for the Arctic deposit and ensure continuous sampling throughout the deposit.

 

During NovaGold, NovaCopper, and Trilogy eras, samples were selected based on lithologic contacts, significant mineralization and alteration. Drill core was sampled at no less than 30 cm and no more than 2.5 m when in un-mineralized material, and 2 m maximum intervals when in mineralized material. All samples processed at the logging facility at the Bornite Camp were sawn in half with one half being sent to ALS Minerals in Vancouver, BC for analysis and the other half stored on site at the Bornite Camp. Shipment of core samples from the site occurred on a drill hole by drill hole basis. Rice bags, containing two to four poly-bagged core samples each, were marked and labelled with the ALS Minerals address, project and hole number, bag number, and sample numbers enclosed. Rice bags were secured with a pre-numbered plastic security tie and a twist wire tie and then assembled into standard fish totes for transport by chartered flights on a commercial airline to Fairbanks, where they were met by a contracted expeditor for delivery directly to the ALS Minerals preparation facility in Fairbanks. In addition to the core, control samples are inserted into the shipments at the approximate rate of one standard, one blank and one duplicate per 17 core samples

 

Samples were logged into a tracking system on arrival at ALS Minerals, and weighed. Samples were then crushed, dried, and a 250 g split pulverized to greater than 85% passing 75 μm.

 

Gold assays were determined using fire assay fusion followed by an atomic absorption spectroscopy (AAS) finish. The lower detection limit was 0.005 ppm gold; the upper limit was 1,000 ppm gold. An additional 49-element suite was assayed by ICP-MS, following a 4-acid digestion. The copper, zinc, lead, and silver analyses were completed by AA, following a triple acid digest, when over limit results occurred using the ICP-MS assay method.

 

1.10Data Verification

 

Drill hole collars, topography, core logging, and database verification were completed by third party independent contractors. Quality assurance and quality control measures have been in place on an annual basis since 2011 with full data audits of the NovaGold era assay database including retaining independent consultant Caroline Vallat, P.Geo. of GeoSpark Consulting Inc. (GeoSpark) to: 1) re-load 100% of the historical assay certificates, 2) conduct a QA/QC review of paired historical assays and NovaGold era re-assays; 3) monitor an independent check assay program for the 2004 to 2008 and 2011-2019 drill campaigns; and 4) generate QA/QC reports for the NovaGold era 2004 to 2008 and NovaCopper/Trilogy Metals era 2011, 2015, 2016, 2017 and 2019 drill campaigns.

 

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BDRC reviewed the QA/QC dataset and reports and found the sample insertion rate and the timeliness of results analysis met or exceeded industry best practices. The QA/QC results indicate that the assay results collected by Trilogy Metals, and previously by NovaGold and NovaCopper, are reliable and suitable for use in the 2020 FS.

 

1.11Mineral Processing and Metallurgical Testing

 

Since 1970, metallurgical testwork has been conducted to evaluate the ability of the Arctic deposit to produce copper, lead and zinc concentrates. In-general, the samples tested produced similar metallurgical performances and the project has seen the development of a robust metal recovery process to support the current operational plans. Work conducted included mineralogy and flotation testing, locked cycle tests, comminution tests, copper/lead separation testwork, talc optimization testwork, and thickening and filtration testing.

 

Testwork can be broken into three key time periods:

 

1.Historical testwork completed prior to 2012, primarily by Kennecott Research Center (KRC) in Utah, and Lakefield Research Ltd., Lakefield, Ontario;

 

2.Preliminary Trilogy Metals testwork conducted at SGS Mineral Services, Vancouver (SGS Vancouver), in 2012 to 2015; and

 

3.Detailed Trilogy Metals testwork conducted at ALS Metallurgy in Kamloops, BC (ALS Metallurgy) in 2015 to 2019.

 

In 2012, SGS Vancouver conducted a metallurgical test program to further study metallurgical responses of the samples produced from Zones 1, 2, 3, and 5 of the Arctic deposit. The flotation test procedures used talc pre-flotation, conventional copper-lead bulk flotation and zinc flotation, followed by copper and lead separation. In general, the 2012-2015 test results indicated that the samples responded well to the flowsheet tested. The average results of the locked cycle tests (without copper and lead separation) were as follows:

 

·The copper recoveries to the bulk copper-lead concentrates ranged from 89 to 93% excluding the Zone 1 & 2 composite which produced a copper recovery of approximately 84%; the copper grades of the bulk concentrates were 24 to 28%.

 

·Approximately 92 to 94% of the lead was recovered to the bulk copper–lead concentrates containing 9 to 13% lead.

 

·The zinc recovery was 84.2% from Composite Zone 1 & 2, 93.0% from Composite Zone 3 and 90.5% from Composite Zone 5. On average, the zinc grades of the concentrates produced were higher than 55%, excluding the concentrate generated from Composite Zone 1 & 2, which contained only 44.5% zinc.

 

·Gold and silver were predominantly recovered into the bulk copper–lead concentrates. Gold recoveries to this concentrate ranged from 65 to 80%, and silver recoveries ranged from 80 to 86%.

 

Using an open circuit procedure, the copper and lead separation tests on the bulk copper–lead concentrate produced from the locked cycle tests generated reasonable copper and lead separation. The copper concentrates produced contained approximately 28 to 31% copper, while the grades of the lead concentrates were in the range of 41% to 67% lead. In this testwork program, it appeared that most of the gold reported to the copper concentrate and on average the silver was equally recovered into the copper and lead concentrates. Subsequent testwork to better define the copper and lead separation process was conducted in 2017, including a more detailed evaluation of the precious metal deportment in the copper and lead separation process.

 

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Grindability testing was completed during both the SGS Vancouver and ALS Metallurgy testwork programs to support the design and economics of efficient grinding of the Arctic materials. Semi-autogenous grind (SAG) mill test results included a single JKTech drop-weight test and 19 SAG media competency (SMC) tests using variability samples. Test results show the material is amenable to SAG milling and is relatively soft, with a reported breakage (axb) average value of 189.7. Bond ball mill work index (BWi) tests were completed on 44 samples and values ranged from 5.4 to 13.1 kWhr/t with an average BWi of 8.82 kWhr/t. Abrasion index (Ai) tests were completed on five samples and values fluctuated from 0.017 to 0.072 g for the measured samples. The data indicate that the samples are neither resistant nor abrasive to ball mill grinding. The materials are considered to be soft or very soft in terms of grinding requirements. The grinding testwork was used to support detailed grinding circuit design.

 

In 2017, ALS Metallurgy conducted detailed copper and lead separation flotation testwork using a bulk sample of copper–lead concentrate produced from the operation of a pilot plant. This testwork confirmed high lead recoveries in locked cycle testing of the copper–lead separation process and confirmed precious metal recoveries into the representative copper and lead concentrates. This testwork indicated a clear tendency of the gold values to follow the lead concentrate, giving it a significant gold grade and value. Detailed mineralogical analysis showed that a majority of gold values were occurring as liberated fine-grained gold particles.

 

The conclusions of testwork conducted both in 2012 and 2017 indicate that the Arctic materials are well-suited to the production of high-quality copper and zinc concentrates using flotation techniques which are industry standard. Copper and zinc recovery data were reported in the range of 88 to 92%, which reflected the high-grade nature of the deposit as well as the coarse-grained nature of these minerals. Grade variations within   the deposit will be observed as indicated by the grade variations observed in variability samples, however mill feed variability is expected to be limited and readily manageable with good plant operational practices. Lead concentrates have the potential to be of good quality and can also be impacted by zones of very high talc. Considerable care will be required to ensure maximum talc recovery to remove talc, which has the potential to dilute lead concentrate grades. The lead concentrate is also shown to be rich in precious metals, which has some advantages in terms of marketability of this material.

 

An overall metallurgical balance for the project is summarized in Table 1-1. The projected metallurgical recoveries are based on an expected average recovery over the life-of-mine (LOM), and results of metallurgical testwork conducted in 2012 and 2017–2019.

 

Table 1-1     Summary of Overall Metal Recovery – Arctic Project

 

        Concentrate Grade    Metal Recoveries 
Process stream   Mass
%
    Cu
%
    Pb
%
    Zn
%
    Au
g/t
    Ag
g/t
    Cu
%
    Pb
%
    Zn
%
    Au
%
    Ag
%
 
Process Feed   100.0    2.24    0.54    3.12    0.47    34.69                          
Copper Conc.   6.65    30.3    0.66    1.6    0.76    138    89.9    8.1    3.4    10.9    26.4 
Lead Conc.   0.78    6.9    55.0    1.8    37.3    2806    2.4    79.0    0.4    62.1    63.1 
Zinc Conc.   4.78    1.3    0.25    59.2    0.53    24.5    2.7    2.2    90.6    5.4    3.4 
Tailings   87.8    0.13    0.07    0.20    0.12    2.81    4.95    10.7    5.56    21.6    7.11 

 

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Ancillary testwork was completed by third party consultants on representative concentrate samples, to provide thickening and filtration data for the various concentrates. Settling and filtration rates were observed to be typical for sulphide concentrates and moisture contents in final filter cakes were observed to be lower than expected.

 

Metallurgical testwork was completed to provide representative tailings samples for use in detailed solids settling and compaction testwork to provide data for tailings design studies.

 

A detailed study of water treatment chemistry was undertaken to evaluate and confirm the option of destroying cyanide contained in solutions from the proposed copper–lead separation process. The use of an SO2/air process in a small-scale pilot plant demonstrated removal of 99% of the contained cyanide and supported the concept of maintaining low cyanide concentrations within the proposed tailings pond solutions.

 

1.12Mineral Resource Estimate

 

Mineral resource estimates are estimated from a 3D block model based on geostatistical applications using commercial mine planning software (MineSight v11.60-2). The block model has a nominal block size measuring 10 x 10 x 5 m and uses data derived from 152 drill holes in the vicinity of the Arctic deposit. The resource estimate was generated using drill hole sample assay results and the interpretation of a geological model which relates to the spatial distribution of copper, lead, zinc, gold and silver. Interpolation characteristics were defined based on the geology, drill hole spacing, and geostatistical analysis of the data. The effects of potentially anomalous high-grade sample data, composited to 2 m intervals, are controlled by limiting the distance of influence during block grade interpolation. The grade models have been validated using a combination of visual and statistical methods. The resources were classified according to their proximity to the sample data locations and are reported using the 2014 CIM Definition Standards. Model blocks estimated by three or more drill holes spaced at a maximum distance of 100 m are included in the Indicated category. Inferred blocks are within a maximum distance of 150 m from a drill hole.

 

The estimate of Indicated and Inferred Mineral Resources is constrained within a conceptual pit shell derived using the projected technical and economic parameters in Table 1-2.

 

Table 1-2    Parameters Used to Generate a Resource-Limiting Pit Shell

 

Optimization Parameters
Open Pit Mining Cost  US$3/t
Milling + General and Administrative (G&A) Costs  US$35/t
Pit Slope  43 degrees
Copper Price  US$3.00/lb
Lead Price  US$0.90/lb
Zinc Price  US$1.00/lb
Gold Price  US$1,300/oz
Silver Price  US$18/oz
Metallurgical Recovery: Copper  92%
Lead  77%
Zinc  88%
Gold  63%
Silver  56%

 

Note:   No adjustments for mining recovery or dilution.

 

The pit shell was generated about copper equivalent (CuEq) grades that incorporate contributions of the five different metals present in the deposit. The formula used to calculate copper equivalent grades is:

 

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CuEq%= (Cu% x 0.92) + (Zn% x 0.290) + (Pb% x 0.231) + (Au g/t x 0.398) + (Ag g/t x 0.005)

 

The Mineral Resource estimate is listed in Table 1-3. Mineral Resources are reported inclusive of those Mineral Resources that were converted to Mineral Reserves. Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability.

 

Table 1-3    Mineral Resource Estimate for the Arctic Deposit

 

        Average Grade:   Contained Metal: 
Class   M
tonnes
   Cu
%
   Pb
%
   Zn
%
   Au
g/t
   Ag
g/t
   Cu
Mlbs
   Pb
Mlbs
   Zn
Mlbs
   Au
koz
   Ag
Moz
 
Indicated    36.0    3.07    0.73    4.23    0.63    47.6    2441    581    3356    728    55 
Inferred    3.5    1.71    0.60    2.72    0.36    28.7    131    47    210    40    3 

 

Notes:

 

1.The Qualified Persons for the estimate are Mr Robert Sim, P.Geo. a SIM employee and Dr. Bruce M. Davis, FAusIMM, a BDRC employee. The estimate is reported using the 2014 CIM Definition Standards. The effective date of the Mineral Resource estimate is April 25, 2017. The results of the 2019 drilling supports the current estimate of mineral resources and the inclusion of these nine new drill holes would have no material impact on the estimate of mineral resources for the Project.

 

2.Mineral Resources stated are contained within a conceptual pit shell developed using metal prices of US$3.00/lb Cu, US$0.90/lb Pb, US$1.00/lb Zn, US$1,300/oz Au and US$18/oz Ag and metallurgical recoveries of 92% Cu, 77% Pb, 88% Zn, 63% Au and 56% Ag and operating costs of US$3/t mining and US$35/t process and general and administrative costs. The assumed average pit slope angle is 43º.

 

3.The base case cut-off grade is 0.5% copper equivalent: CuEq = (Cu% x 0.92) + (Zn% x 0.290) + (Pb% x 0.231) + (Au g/t x 0.398) + (Ag g/t x 0.005).

 

4.The Mineral Resource estimate is reported on a 100% basis without adjustments for metallurgical recoveries   . Trilogy Metals holds 50% of Ambler Metals.

 

5.The Mineral Resource estimate is reported inclusive of those Mineral Resources that were converted to Mineral Reserves. Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability.

 

Mineral Resources have been rounded.

 

1.13Mineral Reserve Estimates

 

Mineral Reserves were classified in accordance with the CIM Definition Standards for Mineral Resources and Mineral Reserves (May 10, 2014). Only Mineral Resources that were classified as Measured and Indicated were given economic attributes in the mine design and when demonstrating economic viability. Mineral Reserves for the Arctic deposit incorporate appropriate mining dilution and mining recovery estimations for the open pit mining method.

 

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Table 1-4    Optimization Inputs

 

Parameter  Unit  Value
Metal Prices      
Copper  $/lb  3.00
Lead  $/lb  1.00
Zinc  $/lb  1.10
Gold  $/oz  1,300.00
Silver  $/oz  18.00
Discount Rate  %  8
Slope Angles      
Sector 1 (2L-E)  degrees  26
Sector 2 (2L-W)  degrees  40
Sector 3 (2U)  degrees  42
Sector 4 (3)  degrees  30
Sector 5 (4L)  degrees  38
Sector 6 (4U)  degrees  43
Dilution  %  Estimated in a block-by-block basis
Mine Losses  %  Taken into account by block
Mining Cost      
Base Elevation  m  730
Base Cost  $/t  2.78
Incremental Mining Cost      
Uphill  $/t/5m  0.020
Downhill  $/t/5m  0.015
Process Costs      
Operating Cost  $/t milled  15.09
G&A  $/t milled  6.55
Process Sustaining Capital  $/t milled  1.53
Road Toll Cost  $/t milled  4.70
Closure  $/t milled  1.52
Processing Rate  Kt/d  10
Process Recovery      
Copper  %  91.2
Lead  %  80.0
Zinc  %  91.0
Gold  %  58.9
Silver  %  34.9
Treatment & Refining Cost  -  Variable by concentrate type/ metal
Royalties      
NANA Surface Use  %NSR  1.00
NANA1  %NP  0.00

 

Note:

 

1.NANA may elect to either (a) exercise a non-transferrable back-in-right to acquire between 16% and 25% (as specified by NANA) of the Project; or (b) not exercise its back-in-right, and instead receive a net proceeds royalty equal to 15% of the net proceeds realized by Ambler Metals. Upon the direction of Trilogy, the FS was evaluated on a 100% basis, of which Trilogy’s share is 50%, and does not include the impact on Ambler Metals of the NANA options, either purchasing an interest in the Project or receiving a royalty payment.

 

Dilution was applied to the resource model in two steps: planned dilution and contact dilution.

 

As the mining cost varies with depth individual blocks captured within the final pit design were tagged as either ore or waste by applying the parameters shown in Table 1-4. Using the partial block percentages within the final pit design the ore tonnage and average grades were calculated.

 

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The Mineral Reserve estimates are shown in Table 1-5. Only Probable Mineral Reserves have been classified.

 

Table 1-5 Mineral Reserve Statement

 

   Tonnage   Grades 
Class  t x 1000   Cu (%)   Zn (%)   Pb (%)   Au (g/t)   Ag (g/t) 
Proven Mineral Reserves   -    -    -    -    -    - 
Probable Mineral Reserves   43,443    2.24    3.12    0.54    0.47    34.7 
Proven & Probable Mineral Reserves   43,443    2.24    3.12    0.54    0.47    34.7 

 

Notes:

 

1.The Qualified Person for the Mineral Reserves estimates is Antonio Peralta Romero P.Eng., a Wood employee. Mineral Reserves have an effective date of January 31, 2020. Mineral Reserves are reported on a 100% basis. Trilogy Metals has a 50% interest in Ambler Metals.

 

2.Mineral Reserves estimated assuming open pit mining methods and include a combination of planned and contact dilution. Total dilution is expected to be between 30% and 35%. Pit slopes vary by sector and range from 26° to 43°. Cut-off grade is variable and ranges from US$32.83/t NSR to US$33.96/t NSR. Commodity prices used were US$3.00/lb Cu, US$1.00/lb Pb, US$1.10/lb Zn, US$1,300/oz Au and US$18/oz Ag. Fixed process recoveries were assumed to be 91.2% Cu, 80.0% Pb, 91.0% Zn, 58.9% Au and 80.0% Ag. Mining costs were estimated at US$2.78/t incremented at US$0.02/t/5 m and US$0.015/t/5 m below and above 730 m elevation respectively. Processing costs were estimated at US$29.39/t, which includes a process operating cost of US$15.09/t, general and administrative cost of US$6.55/t, sustaining capital cost of US$1.53/t. Closure cost of US$1.52/t, and a road toll cost of US$4.70/t. Treatment costs include US$80/t Cu concentrate, US$180/t Pb concentrate and US$200/t Zn concentrate. Refining costs were estimated at US$0.08/lb Cu, US$10/oz Au, US$0.80/oz Ag. Transport costs were included as US$270.38/t concentrate. There is a fixed royalty percentage of 1%.

 

Risks that may affect the Mineral Reserve estimates include: commodity price and exchange rate assumptions; changes to the assumptions used to generate the NSR cut-off grades that constrains the estimate; changes in local interpretations of mineralization geometry and continuity of mineralized zones; changes to geological and mineralization shapes, and geological and grade continuity assumptions; density and domain assignments; changes to geotechnical and hydrological assumptions, changes to mining and metallurgical recovery assumptions; changes to the input and design parameter assumptions that pertain to the conceptual pit constraining the estimates; assumptions as to concentrate marketability, payability and penalty terms; assumptions as to the continued ability to access the site, retain mineral and obtain surface rights titles, obtain environment and other regulatory permits, and maintain the social license to operate.

 

There is a risk to the estimate if the Ambler Mining District Industrial Access Project (AMDIAP) road is not constructed as envisaged, or in the time frame envisaged, or that the toll charges assumed in this Report are not the final charges levied. Other risks include: proper management of groundwater will be important to maintaining pit slope stability; the east wall is highly sensitive to several geotechnical parameters, and talc horizons that may not have been included in the geological model might also affect its stability; the presence of talc layers in the rock could affect recoveries in the process plant and therefore could be a risk to the Mineral Reserves.

 

1.14Mining Methods

 

The Arctic Project is designed as a conventional truck–shovel operation assuming 144 t trucks, and 15 m³ shovels. The pit design includes three nested phases to balance stripping requirements while satisfying the concentrator requirements.

 

The design parameters include a ramp width of 28.5 m, maximum road grades of 10%, bench height of 5 m, targeted mining width of between 70 and 100 m, berm interval variable by sector, variable slope angles by sector and a minimum mining width of 30 m.

 

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The smoothed final pit design contains approximately 43.4 Mt of ore and 298.3 Mt of waste for a resulting stripping ratio of 6.9:1. Within the 43.4 Mt of ore, the average grades are forecast to be 2.24% Cu, 3.12% Zn, 0.54% Pb, 0.47 g/t Au and 34.7 g/t Ag.

 

The scheduling constraints set the maximum mining capacity at 36 Mt/a and the maximum process capacity at 10 kt/d. The production schedule results in a LOM of 12 years. The mine will require three years of pre-production before the start of operations in the processing plant.

 

1.15Recovery Methods

 

The 10,000 t/d process plant design is conventional for the industry and will operate two 12-hour shifts per day, 365 d/a with an overall plant availability of 92%. The process plant will produce three concentrates: 1) copper concentrate, 2) zinc concentrate, and 3) lead concentrate. Gold and silver are expected to be payable at a smelter; silver is expected to be payable in the copper and lead concentrates, with gold expected to be payable in the lead concentrate only.

 

There are several deleterious elements reporting to the concentrates at levels which would incur penalties; however, there are no special processing provisions required to make a readily saleable concentrate.

 

The mill feed will be hauled from the open pit to a primary crushing facility where the material will be crushed by a jaw crusher to a particle size of 80% passing 80 mm.

 

The crushed material will be ground by two stages of grinding, consisting of one SAG mill and one ball mill in closed circuit with hydrocyclones (SAB circuit). The hydrocyclone overflow with a grind size of approximately 80% passing 70 μm will first undergo talc pre-flotation, and then be processed by conventional bulk flotation (to recover copper, lead, and associated gold and silver), followed by zinc flotation. The bulk rougher concentrate will be cleaned and followed by copper and lead separation to produce a lead concentrate and a copper concentrate. The final tailings from the zinc flotation circuit will be pumped to a tailings management facility (TMF). Copper, lead, and zinc concentrates will be thickened and pressure-filtered before being transported by truck to a port and shipped to smelters.

 

Based on the mine plan developed for the 2020 FS and metallurgical testwork results, the LOM average metal recoveries and concentrate grades will be:

 

·Copper concentrate:

 

oRecovery:           89.9% copper; 10.9% gold; 26.4% silver

 

oCopper grade:    30.3%

 

·Lead concentrate:

 

oRecovery:           79.0% lead; 62.1% gold; 63.1% silver

 

oLead grade:        55.0%

 

·Zinc concentrate:

 

oRecovery:           90.6% zinc

 

oZinc grade:         59.2%

 

The average annual dry concentrate production is estimated as:

 

·Copper concentrate:      241,024 t/a

 

·Lead concentrate:          28,234 t/a

 

·Zinc concentrate:          173,093 t/a

 

The recovery plan includes provision for reagents, and water and power requirements.

 

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1.16Project Infrastructure

 

1.16.1Infrastructure Requirements

 

The Project site is a remote, Greenfields  site that is remote from existing infrastructure. Infrastructure that will be required for the mining and processing operations will include:

 

·Open pit mine

 

·Stockpiles and waste rock facility (WRF)

 

·Truck workshop, truck wash, mine offices, mine dry facility and warehouse

 

·Administration building

 

·Mill dry facility

 

·Plant workshop and warehouse

 

·Primary crushing building

 

·Fine ore stockpile building

 

·Process plant and laboratory

 

·Concentrate loadout building

 

·Reagent storage and handling building

 

·Raw water supply building

 

·Tailings management facility (TMF) 

 

·Surface water diversion  and collection channels, culverts, and containment structures

 

·Waste rock collection pond (WRCP)

 

·Water treatment plants (WTPs).

 

1.16.2Access

 

The Project site will be accessed through a combination of State of Alaska-owned highways (existing), an Alaska Industrial Development and Export Authority (AIDEA)-owned private road (proposed) and Trilogy Metals-owned access roads (proposed). The AMDIAP road is proposed by AIDEA to connect the Ambler mining district to the Dalton Highway. The AMDIAP road expected to be permitted as a private road with restricted access for industrial use. To connect the Arctic Project site and the existing exploration camp to the proposed AMDIAP road, a 30.7 km access road (the Arctic access road) will need to be built.

 

The State of Alaska-owned, public Dahl Creek airport will require upgrades to support the planned regular transportation of crews to and from Fairbanks.  The cost of these upgrades has been included in the capital cost estimate.

 

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1.16.3Power

 

Power generation will be by five diesel generators, producing a supply voltage of 13.8 kV. The total connected load will be 27.1 MW with a normal running load of 16.0 MW. Diesel will be supplied via existing fuel supply networks in the region and shipped along the AMDIAP road.

 

1.16.4Accommodation

 

The Project will require three different self-contained camps, equipped with their own power and heat generation capabilities, water treatment plant, sewage treatment plant, and garbage incinerator. The existing 90-person exploration camp will be used to start the construction of the Arctic access road. A 185-person construction   camp will be constructed at the intersection of the AMDIAP road and Arctic access road and will be decommissioned once construction is complete. The permanent camp will be constructed along the Arctic access road, closer to the planned processing facility. The 400-person permanent camp will be constructed ahead of operations to support the peak accommodation requirements during construction.

 

1.16.5Waste Rock Facility

 

A large waste rock facility (WRF) will be developed north of the Arctic pit in the upper part of the Subarctic Creek valley. The WRF is be designed to store waste rock as well as provide a buttress for the tailings containment in the adjacent footprint. The total volume of waste rock is expected to be 146 Mm3 (298 Mt); however, there is potential for expanded volume in the waste if placement density is <2.0 t/m3. The WRF will have a final height of 280 m to an elevation of 930 masl and is planned to be constructed in lifts of either 5, 10 or 20 m height with catch benches every 20 m to achieve an overall slope angle of 2.7H:1V.    

 

Most of the waste rock is anticipated to be potentially acid-generating (PAG) and there will be no separation of waste based on acid generation potential. Rather, seepage from the WRF will be collected and treated.

 

1.16.6Overburden Stockpiles

 

There will also be two small overburden stockpiles to store the stripped topsoil and overburden from the TMF footprint. The topsoil stockpile will be placed between the haul roads with capacity to store up to 325,000 m3 of material while the overburden stockpile will be located below the lower haul road between the pit and the mill site with capacity to store up to 2,200,000 m3.

 

1.16.7Tailings Management Facility

 

The TMF will be located at the headwaters of Subarctic Creek, in the upper-most portion of the creek valley. The 58.6 ha footprint of the TMF will be fully lined with an impermeable liner (LLDPE). Tailings containment will be provided by an engineered dam that will be buttressed by the WRF that will be constructed immediately downstream of the TMF and will use the natural topography on the valley sides. A starter dam will be constructed to elevation 830 m. Three subsequent raises will bring the final dam crest elevation to 890 m, which is 40 m lower than the final elevation of the WRF. The TMF is designed to store approximately 34.5 Mm3 (37.8 Mt) of tailings plus 4.5 Mm3 of water produced over the 12-year mine life, as well as the probable maximum flood, and still provide 2.5 m of freeboard.

 

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1.16.8Water Management 

 

The proposed mine development is located in the valley of Subarctic Creek, a tributary to the Shungnak River. A surface water management system will be constructed to segregate contact and non-contact water. Non-contact water will be diverted around mine infrastructure to Subarctic Creek. A groundwater seepage monitoring and collection system will be located down gradient of the WRF and seepage collection pond. Contact water will be conveyed to treatment facilities prior to discharge to the receiving environment.

 

A WRCP will be located directly below the toe of the WRF and will be used to collect seepage from the WRF, runoff from the WRF and haul road corridor area, and water pumped from the open pit.

 

The Project water and load balance indicates that during operations excess water from the WRCP will need to be treated prior to discharge to the receiving environment. In the last year of operations and during closure, water from the dewatering of the TMF will also need to be treated prior to discharge to the receiving environment.

 

1.16.9Water Treatment Plants

 

1.16.9.1High Density Sludge Water Treatment Plant

 

A high density sludge (HDS) lime-based neutralization and precipitation process will be used to treat effluent from the WRCP. The HDS WTP will operate during the open water season from May through October, during operations through to post-closure. Treated effluent will be discharged via a 12 km pipeline to the Shungnak River. Long-term water treatment at the HDS WTP will be required in perpetuity.

 

1.16.9.2Selenium Water Treatment Plant

 

A selenium WTP (SeWTP) will treat excess water in the TMF that is predicted to have elevated selenium concentrations. The SeWTP is anticipated to commence treatment during operation in mine year 12. A portion of the treated effluent from the HDS WTP will be combined with excess water from the TMF, and treated for selenium such that the selenium water quality standard is met after a mixing zone in the Shungnak River. The SeWTP will cease once the TMF is dewatered (by approximately year 15 of closure).

 

1.17Market Studies

 

Metal pricing was based on combination of two year trailing actual metal prices, market research and bank analyst forward price projections, prepared in July 2020 by Jim Vice  of StoneHouse Consulting Inc., who was retained by Trilogy Metals.

 

The long-term consensus metal price assumptions selected for the 2020 FS were:

 

·Copper: $3.00/lb

 

·Zinc: $1.10/lb

 

·Lead: $1.00/lb

 

·Gold: $1,300/oz

 

·Silver: $18.00/oz

 

Smelter terms were applied for the delivery of copper, zinc and lead concentrate. It was assumed that delivery of all concentrates would be to an East Asian smelter at currently available freight rates. Total transport costs for the concentrate are estimated at $270.98/dmt.

 

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1.18Environmental Studies, Permitting, Social and Community

 

1.18.1Environmental Considerations

 

The Arctic Project area includes the Ambler lowlands and Subarctic Creek within the Shungnak River drainage. A moderate amount of baseline environmental data collection has occurred in the area including surface and groundwater quality sampling, surface hydrology monitoring, wetlands mapping, aquatic life surveys, avian and mammal habitat surveys, cultural resource surveys, hydrogeology studies, meteorological monitoring, and metal leaching and acid rock drainage (ML/ARD) studies.

 

1.18.2Permitting Considerations

 

Trilogy Metals undertakes its current mineral exploration activities at the Arctic deposit under State of Alaska and Northwest Arctic Borough (NWAB) permits. Trilogy Metals is presently operating under a State of Alaska Miscellaneous Land Use Permit (APMA permit) that expires at the end of 2022, and a NWAB Permit that expires also expires at the end of 2022. Both permits are renewable.

 

Mine development permitting will be largely driven by the underlying land ownership; regulatory authorities vary depending on land ownership. The Arctic Project area includes patented mining claims (private land under separate ownership by Trilogy), State of Alaska land, and NANA land (private land).

 

Because the Arctic Project is situated to a large extent on State land, it will be necessary to obtain a Plan of Operation Approval (which includes the Reclamation Plan and Closure Cost Estimate) from the Alaska Department of Natural Resources (ADNR).    The Project will also require certificates to construct and then operate a dam(s) (tailings and water storage) from the ADNR (Dam Safety Unit) as well as water use and discharge authorizations, an upland mining lease and a mill site lease, as well as several minor permits including those that authorize access to construction material sites from ADNR.

 

The Alaska Department of Environmental Conservation (ADEC) would authorize waste management under an integrated waste management permit, air emissions during construction and then operations under an air permit, and an Alaska Pollutant Discharge Elimination System (APDES) permit for any wastewater discharges to surface waters, and a Multi-Sector General Permit for stormwater discharges. The ADEC would also be required to review the US Army Corps of Engineers (USACE) Section 404 permit to certify that it complies with Section 401 of the Clean Water Act (CWA).

 

The Alaska Department of Fish and Game (ADFG) would have to authorize any culverts or bridges that are required to cross fish-bearing streams or other impacts to fish-bearing streams that result in the altering or affecting fish habitat.

 

US Army Corps of Engineers (USACE) would require a CWA Section 404 permit for dredging and filling activities in Waters of the United States including jurisdictional wetlands. The USACE Section 404 permitting action would require the USACE to comply with the Natural Environmental Policy Act (NEPA) and, for a project of this magnitude, the development of an Environmental Impact Statement (EIS) is anticipated. The USACE would likely be the lead federal agency for the NEPA process. As part of the Section 404 permitting process, the Arctic Project will have to meet USACE wetlands guidelines to avoid, minimize and mitigate impacts to waters of the US including wetlands.

 

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The Arctic Project will also have to obtain approval for a Master Plan from the NWAB. In addition, actions will have to be taken to change the borough zoning for the Arctic Project area from Subsistence Conservation and General Conservation to Resource Development and transportation.

 

The overall timeline required for permitting would be largely driven by the time required for the NEPA process, which is triggered by the submission of the Section 404 permit application to the USACE. The timeline includes the development and publication of a draft and final EIS and ends with a Record of Decision, and Section 404-permit issuance. In Alaska, the EIS and other State and Federal permitting processes are generally coordinated so that permitting and environmental review occurs in parallel. The NEPA process could require between two to three years to complete, and could potentially take longer.

 

1.18.3Social and Community

 

The Arctic Project is located approximately 40 km northeast of the villages of Shungnak and Kobuk, and 64 km east-northeast of the native village of Ambler. The population in these villages range from 151 in Kobuk (2010 Census) to 262 in Shungnak (2010 Census). Residents live a largely subsistence lifestyle with incomes supplemented by trapping, guiding , local development projects, government aid and other work in, and outside of, the villages.

 

The Arctic Project has the potential to significantly improve work opportunities for village residents. Trilogy Metals is working directly with the villages to employ residents in the ongoing exploration program as mechanics, geotechnicians, core cutters, administrative staff, camp-services staff, heavy equipment operators, drill helpers, and environmental technicians. Trilogy Metals and NANA have established a Workforce Development Committee to assist with developing a local workforce. In addition, Trilogy Metals has existing contracts with native-affiliated companies (such as NANA Management Services and KUNA Engineering Inc.) that are providing camp catering and environmental services for the Project, respectively.

 

Local community concerns will also be formally recognized during the development of the project EIS. Early in the EIS process, the lead federal permitting agency will hold scoping meetings in rural villages to hear and record the concerns of the local communities so that the more significant of these concerns can be addressed during the development of the EIS. In addition, the lead federal agency would have government-to-government consultations with the Tribal Councils in each of the villages, as part of the EIS process, to discuss the project and hear Council concerns.

 

1.18.4Closure Planning

 

Mine reclamation and closure are largely driven by State regulations that specify that a mine must be reclaimed concurrent with mining operations to the greatest extent possible and then closed in a way that leaves the site stable in terms of erosion and avoids degradation of water quality from acid rock drainage or metal leaching on the site. A detailed Reclamation Plan and Closure Cost Estimate will be submitted to the State agencies for review and approval in the future, during the formal mine permitting process.

 

Owing to the fact that the Arctic Project is likely to have facilities on a combination of private (patented mining claims and native land) and State land, it is likely that the Reclamation Plan will be submitted and approved as part of the plan of operations, which is approved by the ADNR. However, since the reclamation plan must meet regulations of both ADNR and the ADEC, both agencies will review and approve the Reclamation Plan and Closure Cost Estimate. In addition, private land owners must formally concur with the portion of the Reclamation Plan for their lands so that it is compatible with their intended post-mining land use. 

 

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1.19Capital and Operating Cost Estimates

 

1.19.1Capital Costs

 

The capital cost estimate has an estimated accuracy of ±15% and uses quarter 4, 2019 US dollars as the base currency  . The total estimated initial capital cost for the design, construction, installation, and commissioning of the Arctic Project is estimated to be $905.6 million. A summary of the estimated capital cost is shown in Table 1-6.

 

Table 1-6 Initial Capital Costs

 

Cost Type  Description  US$M 
Direct  Mine   280.1 
   Crushing   28.3 
   Process   116.6 
   Tailings   70.0 
   On-Site Infrastructure   109.3 
   Off-Site Infrastructure   53.7 
   Direct Subtotal   656.9 
Indirect  Indirects   130.7 
   Contingency   94.5 
   Owners Costs   23.4 
   Indirect Total   248.7 
Project Total      905.6 

 

The total sustaining capital cost estimate is $113.8 million for the 12-year LOM which includes equipment, tailings and other items. Closure costs were estimated to be $205.4 million. These costs are summarized in Table 1-7.

 

Table 1-7 Sustaining Capital and Closure Costs

 

Cost Type  Description  US$M 
Direct  Mining   15.1 
   Process   1.3 
   Tailings   25.1 
   Onsite Infrastructure   50.4 
Indirect  Indirects   13.8 
   Contingency   8.0 
   Total Sustaining Capital   113.8 
   Closure Costs   205.4 

 

1.19.2Operating Costs

 

The operating cost estimates use US dollars as the base currency and have an accuracy of ±15%. An average operating cost was estimated for the Arctic Project based on the proposed mining schedule. These costs included mining, processing, G&A, surface services, and road toll costs. The average LOM operating cost for the Arctic Project is estimated to be $50.65/ t milled. The breakdown of costs in Table 1-8 is estimated based on the LOM average mill feed rate.

 

All pre-production costs have been included in capital costs.

 

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Table 1-8 Operating Costs

 

Description  LOM Average Unit
Operating Cost
($/ t milled)
   Percentage of Total
Annual Operating Costs
 
Mining*  18.48   36%
Processing  18.31   36%
G&A  5.15   10%
Surface Operations  0.68   1%
Road Toll  8.04   16%
Total Operating Cost  50.65   100%

 

*Excludes pre-production costs

 

1.20Economic Analysis

 

The results of this economic analysis represent forward looking information. The results depend on the inputs that are subject to several known and unknown risks, uncertainties, and other factors that may cause actual results to differ materially from those presented in this section. Information that is forward looking includes mineral reserve estimates, commodity prices, the proposed mine production plan, construction schedule, projected recovery rates, proposed capital and operating cost estimates, closure cost estimates, toll road cost estimates, and assumptions on geotechnical, environmental, permitting, royalties, and hydrogeological information.  

 

An economic analysis was undertaken on a 100% basis to determine the internal rate of return (IRR), net present value (NPV) and payback on initial investment of the Arctic Project. Trilogy Metals holds 50% of Ambler Metals. The Project consists of a three  -year pre-production construction period, followed by 12 years of production.

 

Ausenco developed a pre-tax cash flow model for the Arctic Project and the NPV and IRR were calculated at the beginning of the construction period in Year -3.

 

The pre-tax financial model incorporated the production schedule and smelter term assumptions to produce annual recovered payable metal, or gross revenue, in each concentrate stream by year. Off-site costs, including the applicable refining and treatment costs, penalties, concentrate transportation charges, marketing and representation fees, and royalties were then deducted from gross revenue to determine the NSR. The operating cash flow was then produced by deducting annual mining, processing, G&A, surface services, and road toll charges from the NSR. Initial and sustaining capital was deducted from the operating cash flow in the years they occur, to determine the net cash flow before taxes. Initial capital cost includes all estimated expenditures in the construction period, from Year -3 to Year -1 inclusive. First production occurs at the beginning of Year 1. Sustaining capital expenditure includes all capital expenditures purchased after first production, including mine closure and rehabilitation. The model includes an allocation of a 1% NSR attributable to NANA.

 

The pre-tax financial results are:

 

·30.8% IRR

 

·$1,550.9 million NPV at an 8% discount rate

 

·2.4 year payback period, on the initial capital costs of $905.6 million.

 

The following tax regimes were incorporated in the post-tax analysis: US Federal Income Tax, Alaska State Income Tax (AST), and Alaska Mining License Tax (AMLT). Taxes are calculated based on currently enacted United States and State of Alaska tax laws and regulations, including the US Federal enactment of the Tax Cuts & Jobs Act (TCJA) on December 22, 2017. At the base case metal prices used for this study, the total estimated taxes payable on the Arctic Project profits are $924.7 million over the 12-year mine life.

 

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The post-tax financial results are:

 

·27.1% IRR

 

·$ 1,134.7 million NPV at an 8% discount rate

 

·2.6 year payback period, on the initial capital costs of $905.6 million.

 

1.21Interpretations and Conclusions   

 

The Arctic deposit will be mined at an annual rate of 36 million tonnes per annum (Mt/a), with an overall stripping ratio of 6.9:1. Ore will be processed by conventional methods to annually produce 241,024 tonnes of copper, 28,234 tonnes of lead, and 173,093 tonnes of Zn, all in concentrates for provision to third party refiners. Waste and tailings materials will be stored in surface facilities, which will be closed and reclaimed at the end of the mine; contact water will be treated and discharged to the environment throughout the life of mine. Precious metals attendant with the concentrates will be largely payable. While there are expected to be several deleterious elements in the concentrates at levels that may incur penalties, there are no special processing requirements.

 

Under the assumptions presented in this Report, the Project shows positive economics.

 

The financial analysis excludes consideration of the NANA Agreement, whereby NANA has the right, following a construction decision, to elect to purchase a 16% to 25% direct interest in the Arctic Project or, alternatively, to receive a 15% Net Proceeds Royalty.  

 

The financial analysis excludes consideration of the new joint venture formed between South32 and Trilogy Metals.

 

The cost assumptions for the AMDIAP road are estimates provided by Trilogy Metals. There is a risk to the capital and operating cost estimates, the financial analysis, and the Mineral Reserves if the toll road is not built in the time frame required for the Arctic Project, or if the toll charges are significantly different from what was assumed  .

 

In terms of project execution, the mine requires nominally two years of pre-strip operations, tailings pond starter dam development and water accumulation before actual production mining operations can commence.

 

For that pre-strip work to start, the Arctic access road from the AMDIAP intersection to the mine site will have to be constructed to at least a pioneer road condition that will to allow the mine fleet and the support facilities to be delivered, built and made operational.

 

1.22Recommendations   

 

A single-phase work program is recommended, which will include:

 

·Additional drilling program to upgrade a portion of the Indicated Resource to Measured Resource.

 

·Drill and blast study.

 

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·Geotechnical investigations and studies.

 

·Further geohazards assessment.

 

·Site specific seismic hazard assessment.

 

·Updating of hydrogeological models and groundwater management plans.

 

·Optimization of the plant and related service facilities and evaluation of the power supply.

 

·Examination of water management, water treatment, WRF and TMF designs.

 

·Baseline studies and environmental permitting activities.

 

·Additional metallurgical testwork.

 

The budget for this work is estimated at approximately $7.0 million.

 

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2Introduction

 

2.1Introduction

 

Trilogy Metals Inc. (Trilogy Metals or Trilogy) commissioned Ausenco Engineering Canada Inc. (Ausenco) to compile a Technical Report (the Report) on the Arctic deposit, part of the Arctic Project (the Project) in the Ambler Mining District of Northwest Alaska (Figure 2-1).

 

The Project is directly held by Ambler Metals LLC (Ambler Metals), a 50/50 joint venture formed between South32 Limited (South32) and Trilogy Metals Inc. (Trilogy Metals) in February 2020. Upon the formation of the joint venture, Trilogy Metals contributed all of its Alaskan assets, including the Project and Trilogy’s agreement with NANA (see below), to Ambler Metals in exchange for a 50% membership interest and at the same time, South32 contributed $145 million in cash for a 50% membership interest.

 

2.2Terms of Reference

 

 

Figure 2-1 Property Location Map (Tetra Tech, 2013)

 

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The Report supports disclosure by Trilogy Metals in the news release dated August 20, 2020, entitled “Trilogy Metals Announces Positive Feasibility Study Results for the Arctic Project Located in Alaska, USA”.

 

The firms and consultants who are providing Qualified Persons (QPs) responsible for the content of this Report are, in alphabetical order, Ausenco (Ausenco); BD Resource Consulting, Inc., (BDRC); International Metallurgical & Environmental Inc (IME); SIM Geological Inc. (SIM); SRK Consulting (Canada) Inc. (SRK), and Wood (previously Amec Foster Wheeler Americas Ltd.).

 

The Report presents Mineral Resource and Mineral Reserve estimates for the Project, and an economic assessment based on open pit mining operations and a conventional processing circuit that would produce copper, zinc and lead concentrates.

 

All units of measurement in this Report are metric, unless otherwise stated.

 

The monetary units are in US dollars, unless otherwise stated.

 

Mineral Resources and Mineral Reserves are reported in accordance with the Canadian Institute of Mining, Metallurgy and Petroleum (CIM) Definition Standards for Mineral Resources and Mineral Reserves (May 2014; the 2014 CIM Definition Standards).

 

2.3Qualified Persons

 

The following serve as the qualified persons for this Technical Report as defined in National Instrument 43-101, Standards of Disclosure for Mineral Projects, and in accordance with Form 43-101F1:

 

·Mr. L. Paul Staples, P.Eng., Vice President and Global Practice Lead, Ausenco

 

·Dr. Antonio Peralta Romero, P.Eng, Principal Mining Engineer, Wood

 

·Dr. Bruce Davis, FAusIMM, BDRC

 

·Mr. Jeffrey B. Austin, P.Eng, IME

 

·Mr. Robert Sim, P.Geo, SIM

 

·Mr. Calvin Boese, P.Eng, Principal Consultant, Geotechnical Engineering, SRK

 

·Mr. Bruce Murphy, P.Eng., Principal Consultant, Rock Mechanics, SRK

 

·Dr. Tom Sharp, P.Eng, Principal Consultant, Water Management and Treatment Engineering, SRK

 

·Mr. AJ MacDonald, P.Eng, Integrated Sustainability Consultants

 

2.4Site Visit

 

Dr. Peralta visited the Arctic Project site on July 25, 2017. During the visit, he inspected the property access and viewed the surface topography in the areas proposed for the locations of the open pit, mine infrastructure and waste rock facility are to be located; inspected lithologies in selected drill cores that would support the pit walls; and observed structural features in outcrop that could affect pit slope stability. The site visit is considered current as there has been no material change to the information on the site since the personal inspection was conducted.

 

Mr. Staples visited the Arctic Project site on July 25, 2017. During the visit, he inspected the property access, viewed the surface topography in the area proposed for the process plant and supporting infrastructure.

 

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Mr. Boese visited the Arctic Project site from July 24 – 25, 2017 and July 10-12, 2018. He inspected property access and surface topography where the waste rock facility and tailings management facilities are to be located, as well as available space for other mine facilities.

 

Dr. Davis conducted a site visit to the Project from July 26 - 27, 2011, on September 25, 2012, from August 10-12, 2015, and again on August 29, 2019. The site visit included a review of: drilling procedures, site facilities, historic and recent drill core, logging procedures, data capture, and sample handling. During the 2015 Arctic site visit, Dr. Davis undertook a helicopter traverse along proposed access corridors and potential site layouts. During the 2019 visit, he visited two drill sites at the Arctic deposit and inspected a talc outcrop with Mr. Murphy.

 

Bruce Murphy visited the Arctic Project site August 27 – 29, 2019. During the visit he reviewed selected drill core, and inspected the Arctic deposit discovery outcrop, 2019 drill pads at Arctic, and a talc outcrop.

 

2.5Effective Dates

 

The Report has a number of effective dates as follows:

 

·The effective date of the Mineral Resource estimate is April 25, 2017.

 

·The effective date of the Mineral Reserve estimate is January 31, 2020.

 

·The effective date of the financial analysis is August 20, 2020.

 

The overall effective date of the Report is taken to be the date of the financial analysis and is August 20, 2020.

 

2.6Information Sources

 

Reports and documents listed in Section 2.7, Section 3, and Section 27 were used to support the preparation of the Report. Additional information was sought from Trilogy Metals personnel where required.

 

2.7Previous Technical Reports

 

Technical reports filed by Trilogy Metals, and its predecessor companies, NovaCopper and NovaGold include:

 

·Staples, P., Hannon, J., Peralta Romero, A., Davis, B., DiMarchi, J., Austin, J., Sim, R., Boese, C., Murphy, B., and Sharp, T., 2018: Arctic Project, Northwest Alaska, USA, NI 43-101 Technical Report on Pre-Feasibility Study, report prepared by Ausenco Engineering Canada Inc. for Trilogy Metals, effective date February 20, 2018.

 

·Davis, B., Sim, R., and Austin, J., 2017: NI 43-101 Technical Report on the Arctic Project, Northwest Alaska, USA: report prepared by BD Resource Consulting, Inc., SIM Geological Inc., and International Metallurgical & Environmental Inc. for Trilogy Metals Inc., effective date April 25, 2017.

 

·Wilkins, G., Stoyko, H.W., Ghaffari, H., DiMarchi, J., Huang, J., Silva, M., O’Brien, M.F., Chin, M., and Hafez, S.A., 2013: Preliminary Economic Assessment Report on the Arctic Project, Ambler Mining District, Northwest Alaska: report prepared by Tetra Tech for Nova Copper, effective date September 12, 2013.

 

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·Rigby, N., White, R., Volk, J., Braun, T., and Olin, E.J., 2012: NI 43-101 Preliminary Economic Assessment Ambler Project Kobuk, AK: report prepared by SRK Consulting (US) Inc. for Nova Copper, effective date February 1, 2012.

 

·Rigby, N., and White, R., 2011: NI 43-101 Preliminary Economic Assessment Ambler Project Kobuk, AK: report prepared by SRK Consulting (US) Inc. for Nova Copper, effective date May 9, 2011.

 

·Rigby, N., and White, R., 2008: NI 43-101 Technical Report on Resources Ambler Project Arctic Deposit, Alaska: report prepared by SRK Consulting (US) Inc. for Nova Copper, effective date January 31, 2008.

 

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3Reliance on Other Experts

 

3.1Introduction

 

The QPs have relied upon the following expert reports, which provided information regarding mineral rights, surface rights, property agreements, royalties, legal assumptions and taxation and this Report.

 

3.2Legal Considerations

 

The QPs have not independently reviewed ownership of the Project area and any underlying property agreements, mineral tenure, surface rights, or royalties. The QPs have fully relied upon, and disclaim responsibility for, information derived from Trilogy Metals and legal experts retained by Trilogy Metals for this information through the following documents.

 

·Kennecott Exploration Company, Kennecott Arctic Company, Alaska Gold Company and NovaGold Resources Inc., 2010: Net Smelter Returns Royalty Agreement dated effective January 7, 2010: 51 p.

 

·NovaCopper US Inc. and NANA Regional Corporation Inc., 2011: Exploration Agreement and Option to Lease, dated effective October 19, 2011: 144 p.

 

·NovaCopper US Inc. and NANA Regional Corporation Inc., 2012: Amending Agreement, dated effective May 10, 2012: 7 p.

 

·Reeves, J.N., 2018: Arctic Project: legal opinion prepared by Holmes Weddell & Barcott for Trilogy Metals Inc., 4 April 2018, 58 p.

 

·NovaCopper US Inc, Trilogy Metals Inc. and Ambler Metals LLC, 2020: Contribution Agreement, effective as of February 11, 2020: 39 p.

 

This information is used in Section 4 of the Report. The information is also used in support of the Mineral Resource estimate in Section 14, the Mineral Reserve estimate in Section 15, and the financial analysis in Section 22.

 

3.3Taxation

 

The QPs have fully relied upon, and disclaim responsibility for, information supplied by Trilogy Metals staff and experts retained by Trilogy Metals for information related to taxation as applied to the financial model as follows:

 

·Ernst & Young LLP, 2020: Provisions of income tax and mineral tax portions of economic analysis for the Feasibility technical study report on Trilogy’s Arctic Project, July 14, 2020.

 

This information is used in the financial analysis in Section 22 of the Report.

 

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3.4Marketing and Contracts

 

The QPs have fully relied upon, and disclaim responsibility for, information supplied by Trilogy Metals staff and information supplied by experts retained by Trilogy Metals for information related to market assumptions as applied to the financial model as follows:

 

·StoneHouse Consulting Inc.: Arctic Concentrate Marketing, prepared for Trilogy Metals Inc., dated July 14, 2020.

 

This information is used in support of the marketing assumptions in Section 19, the financial analysis in Section 22, and the Mineral Reserve estimate in Section 15.

 

The QPs consider it reasonable to rely upon the information provided by StoneHouse Consulting for copper, lead and zinc concentrate marketing and market assumptions. Mr. Vice, who prepared the report for StoneHouse Consulting, is a global base metal concentrate consultant, with previous significant experience in sales and marketing for Teck Resources. Mr. Vice has been involved with sales and marketing of metals and concentrate in European, Chinese, North American and globally-developing markets. The QPs were able to review Stonehouse Consulting’s report.

 

3.5Metal Prices and Exchange Rates

 

The QPs have fully relied upon, and disclaim responsibility for, information supplied by Trilogy Metals staff and experts retained by Trilogy Metals for information related to metal price and exchange rate assumptions as applied to the financial model:

 

Stonehouse Consulting Inc, 2020, Reliance Letter for Metal Pricing Content of the 2020 Trilogy NI 43-101 Technical Report, prepared for Ausenco, dated September 14 2020.

 

Metals price and exchange rate forecasting is a specialized business requiring knowledge of supply and demand, economic activity and other factors that are highly specialized and requires an extensive global database that is outside of the purview of a QP. The QPs consider it reasonable to rely upon Stonehouse Consulting as the company provides up-to-date, in-depth insight and analysis into all facets of the metals industry, including production supply and consumption demand, and metal price and exchange rate forecasts.

 

This information is used in support of the metal price and exchange rate assumptions in Section 19, the financial analysis in Section 22, the Mineral Reserve Estimate in Section 15 and the Mineral Resource estimate in Section 14; and the exchange rate assumptions for the capital cost estimates in Section 21.

 

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4Property Description and Location

 

4.1Location

 

The Project is situated in the Ambler mining district of the southern Brooks Range, in the Northwest Arctic Borough (NWAB) of Alaska. The Project is located in Ambler River A-2 quadrangle, Kateel River Meridian T 20N, R 11E, section 2 and T 21N, R 11E, sections 34 and 35.

 

The Arctic Project is about 270 km east of the town of Kotzebue, 37 km northeast of the village of Kobuk, and 260 km west of the Dalton Highway, an all-weather State maintained public road, at geographic coordinates N67.17° latitude and W156.39° longitude and Universal Transverse Mercator (UTM) North American Datum (NAD) 83, Zone 4 coordinates 7453080N, 613110E.

 

4.2Ownership

 

The Project is directly held by Ambler Metals, a 50/50 joint venture formed between South32 and Trilogy Metals in February 2020. Upon the formation of the joint venture, Trilogy Metals contributed all of its Alaskan assets, including the Project to Ambler Metals in exchange for a 50% membership interest and at the same time, South32 contributed $145 million in cash for a 50% membership interest.

 

Prior to the joint venture formation, the Project was held 100% by a wholly-owned subsidiary of Trilogy Metals. Trilogy Metals acquired the Property from NovaGold in 2011. In 2011, NovaGold transferred all copper projects to Trilogy   and subsequently spun-out Trilogy to its then existing shareholders by way of a Plan of Arrangement in 2012.

 

4.3Mineral Tenure

 

The Project comprises approximately 185,805 acres (75,192 ha) of State of Alaska mining claims and US Federal patented mining claims in the Kotzebue Recording District. The land tenure consists of 1,851 contiguous State claims totaling 185,436 acres (75,043 ha), including 905 40-acre claims, 946 160-acre claims, and 18 Federal patented claims comprising 271.9 acres (110 ha) held in the name of NovaCopper, a wholly owned subsidiary of Trilogy Metals. Claim locations are shown in Figure 4-1 to Figure 4-3 and listed in Appendix A. The Arctic deposit is located near the southern edge of the centre of the claim block shown in Figure 4-4, primarily within the Federal patented claims.

 

The Federal patented claim corners were located by the US Geological Survey (USGS). In Appendix A, the Federal patented claims are reported using the completed mineral surveys, USMS2245-1 and USMS2245-2. USMS2245-2 covers the Arctic 10 and Arctic 495 Federal patented claims and is included in Appendix A under 50-83-0174. USMS2245-1 covers the remaining 16 Federal patented claims (Arctic 1, 2, 4, 9, 11, 13, 15, 17, 19, 23, 24, 25, 26, 27, 28, and 29), and is included Appendix A under 50-81-0127. Figure 4-4 included the locations of the Federal patented claims. There is no expiration date or labour requirement on the Federal patented claims.

 

Rent for each State claim is paid annually to the ADNR. An Annual Labour Statement must be submitted to maintain the State claims in good standing. The legal opinion provided to Trilogy Metals supports that the State mining claims are in “active” status and in good standing with the ADNR.

 

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Figure 4-1 Upper Kobuk Mineral Projects Lands (Trilogy Metals, 2019)

 

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Figure 4-2 Arctic Project Mineral Tenure Plan (Trilogy Metals, 2019)

 

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Figure 4-3 Mineral Tenure Layout Plan (Trilogy Metals, 2019)

 

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Figure 4-4 Arctic Deposit Location (Trilogy Metals, 2019)

 

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4.4Royalties, Agreements and Encumbrances

 

4.4.1Kennecott Agreements

 

The Kennecott Royalty Agreement dated effective January 7, 2010 was entered into by and among Kennecott, Alaska Gold Company and NovaGold. A copy of the Kennecott Agreement was recorded in the Kotzebue Recording District on January 8, 2010, as document no. 2010-000013-0.

 

The Kennecott Royalty Agreement documents a net smelter returns royalty that was reserved to Kennecott in a Purchase and Sale Agreement dated December 18, 2009 whereby Alaska Gold Company and NovaGold acquired mining properties from Kennecott. The mining properties referenced in the Kennecott Royalty Agreement consist of the Federal patented mining claims and many, but not all, of the State mining claims that are the subject of this Report.

 

The Kennecott Royalty Agreement provides for the payment of a 1% royalty on net smelter returns from production from the properties to which it applies. The Kennecott Royalty Agreement gives the Grantors (Alaska Gold Company and NovaGold) an option to purchase the royalty for a payment of $10,000,000. By operation of the enurement clause of the Kennecott Royalty Agreement, this option may be exercised by a successor owner, such as NovaCopper US Inc.

 

4.4.2NANA Agreement

 

In 1971, the US Congress passed the ANCSA which settled land and financial claims made by the Alaska Natives and provided for the establishment of 13 regional corporations to administer those claims. These 13 corporations are known as the Alaska Native Regional Corporations (ANCSA Corporations). One of these 13 regional corporations is NANA. ANCSA Lands controlled by NANA bound the southern border of the Project claim block (refer to Figure 4-1).

 

On October 19, 2011, Trilogy Metals and NANA entered into the NANA Agreement for the cooperative development of their respective resource interests in the Ambler mining district. The NANA Agreement consolidates Trilogy Metals’ and NANA’s land holdings into an approximately 142,831 ha land package and provides a framework for the exploration and development of the area. The NANA Agreement provides that NANA will grant Trilogy Metals the nonexclusive right to enter on, and the exclusive right to explore, the Bornite Lands and the ANCSA Lands (each as defined in the NANA Agreement) and in connection therewith, to construct and use temporary access roads, camps, airstrips and other incidental works.

 

The NANA Agreement has a term of 20 years, with an option in favour of Trilogy Metals to extend the term for an additional 10 years. The NANA Agreement may be terminated by mutual agreement of the parties or by NANA if Trilogy Metals does not meet certain expenditure requirements on NANA’s lands.

 

If, following receipt of a feasibility study and the release for public comment of a related draft EIS, Trilogy Metals decides to proceed with construction of a mine on the lands subject to the NANA Agreement, Trilogy Metals will notify NANA in writing and NANA will have 120 days to elect to either (a) exercise a non-transferrable back-in-right to acquire between 16% and 25% (as specified by NANA) of that specific project; or (b) not exercise its back-in-right, and instead receive a net proceeds royalty equal to 15% of the net proceeds realized by Trilogy Metals from such project. The cost to exercise such back-in-right is equal to the percentage interest in the Project multiplied by the difference between (i) all costs incurred by Trilogy Metals or its affiliates on the project, including historical costs incurred prior to the date of the NANA Agreement together with interest on the historical costs; and (ii) $40 million (subject to exceptions). This amount will be payable by NANA to Trilogy Metals in cash at the time the parties enter into a joint venture agreement and in no event will the amount be less than zero.

 

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In the event that NANA elects to exercise its back-in-right, the parties will, as soon as reasonably practicable, form a joint venture with NANA electing to participate between 16% to 25%, and Trilogy Metals owning the balance of the interest in the joint venture. Upon formation of the joint venture, the joint venture will assume all of the obligations of Trilogy Metals and be entitled to all the benefits of Trilogy Metals under the NANA Agreement in connection with the mine to be developed and the related lands. A party’s failure to pay its proportionate share of costs in connection with the joint venture will result in dilution of its interest. Each party will have a right of first refusal over any proposed transfer of the other party’s interest in the joint venture other than to an affiliate or for the purposes of granting security. A transfer by either party of a net smelter royalty return on the project or any net proceeds royalty interest in a project other than for financing purposes will also be subject to a first right of refusal.

 

In connection with possible development on the Bornite Lands or ANCSA Lands, Trilogy Metals and NANA will execute a mining lease (the Mining Lease) to allow Trilogy Metals or a joint venture vehicle to construct and operate a mine on the Bornite Lands or ANCSA Lands. The Mining Lease will provide NANA with a 2% net smelter royalty (NSR) as to production from the Bornite Lands and a 2.5% NSR as to production from the ANCSA Lands.

 

If Trilogy Metals decides to proceed with construction of a mine on its own lands subject to the NANA Agreement, NANA will enter into a surface use agreement with Trilogy Metals which will afford Trilogy Metals access to the Project along routes approved by NANA (the Surface Use Agreement). In consideration for the grant of such surface use rights, Trilogy Metals will grant NANA a 1% NSR on production and an annual payment of $755 per acre (as adjusted for inflation each year beginning with the second anniversary of the effective date of the NANA Agreement) and for each of the first 400 acres and $100 for each additional acre, of the lands owned by NANA and used for access which are disturbed and not reclaimed.

 

The NANA Agreement has been assigned by Trilogy Metals to Ambler Metals.

 

Figure 4-1 showed the locations of the Bornite and ANCSA Lands that are included in the NANA Agreement. The Bornite Lands are not considered to be part of the Arctic Project, because the mineralization styles identified to date in the Bornite Lands are distinctly different to the mineralization styles in the Ambler claims, and it is expected that any mining operation in the Bornite Lands would be developed as a stand-alone operation using different infrastructure.

 

4.5State Royalty

 

The owner of a State mining claim or lease will be obligated to pay a production royalty to the State of Alaska in the amount of 3% of net income received from minerals produced from the State mining claims.

 

This royalty does not apply to patented federal mining claims.

 

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4.6Surface Rights

 

Surface use of the private land held as Federal patented claims is limited only by reservations in the patents and by generally applicable environmental laws.

 

Surface use of State claims allows the owner of the mining claim to make such use of the surface as is “necessary for prospecting for, extraction of, or basic processing of minerals.”

 

4.7Environmental Considerations

 

Environmental considerations are discussed in Section 20.

 

There may be some environmental liabilities associated with sites explored during the 1950s and 1960s. The exploration camp would require rehabilitation if the Project is closed.

 

4.8Permits

 

Permitting considerations for the Project are discussed in Section 20.

 

4.9Social Considerations

 

Social considerations for the Project are discussed in Section 20.

 

4.10Comment on Section 4

 

To the extent known, Trilogy Metals has advised Ausenco that 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.

 

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5Accessibility, Climate, Local Resources, Infrastructure and Physiography
  
5.1Accessibility

 

5.1.1Air

 

Primary access to the Project is by air, using both fixed wing aircraft and helicopters.

 

There are four well-maintained, approximately 1,500 m-long gravel airstrips located near the Project, capable of accommodating charter fixed wing aircraft. These airstrips are located 64 km west at Ambler, 46 km southwest at Shungnak, 37 km southwest at Kobuk, and 34 km southwest at Dahl Creek. There is daily commercial air service from Kotzebue to the village of Kobuk, the closest community to the Project. During the summer months, the Dahl Creek Camp airstrip is suitable for larger aircraft, such as a C-130 and DC-6.

 

In addition to the four 1,500 m airstrips, there is a 700 m airstrip located at the Bornite Camp. The airstrip at Bornite is suited to smaller aircraft, which support the Bornite Camp with personnel and supplies. There is also a 450 m airstrip (Arctic airstrip) located at the base of Arctic Ridge that can support smaller aircraft.

 

5.1.2Road

 

A winter trail and a one-lane dirt track suitable for high-clearance vehicles or construction equipment links the Bornite Camp to the Dahl Creek airstrip southwest of the Arctic deposit. An unimproved gravel track connects the Arctic airstrip with the Arctic deposit.

 

5.1.3Water

 

There is no direct water access to the Project. During spring runoff, river access is possible by barge from Kotzebue Sound to Ambler, Shungnak, and Kobuk via the Kobuk River.

 

5.2Climate

 

The climate in the region is typical of a sub-arctic environment. Weather conditions on the Project can vary significantly from year to year and can change suddenly. During the summer exploration season, average maximum temperatures range from 10 °C to 20 °C, while average lows range from -2 °C to 7 °C (Western Regional Climate Center: WRCC - Alaska Climate Summaries: Kobuk 1971 to 2000). By early October, unpredictable weather limits safe helicopter travel to the Project. During winter months, the Project can be accessed by snow machine, track vehicle, or fixed wing aircraft. Winter temperatures are routinely below -25 °C and can exceed -50 °C. Annual precipitation in the region averages at 500 mm for elevations lower than 600 m above sea level (“masl”) with the most rainfall occurring from June through September, and the most snowfall occurring from November through January.

 

It is expected that any future mining activity will be conducted on a year-round basis. Past exploration activities are generally confined to the period from late May to late September.

 

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5.3Local Resources and Infrastructure

 

The Project is currently isolated from major public infrastructure. Infrastructure assumptions and the proposed infrastructure layout for the Project are discussed in Section 18 of the Report.

 

The Project is approximately 270 km east of the town of Kotzebue, on the edge of Kotzebue Sound, 37 km northeast of the village of Kobuk, 260 km west of the Dalton Highway, and 470 km northwest of Fairbanks. Kobuk (population 151; 2010 US Census) is the location of one of the airstrips near the Project. Several other villages are also near the Project, including Shungnak located 46 km to the southwest with a population of 262 (2010 US Census) and Ambler, 64 km to the west with a population of 258 (2010 US Census). Kotzebue has a population of 3,201 (2010 US Census) and is the largest population centre in the Northwest Arctic Borough. Kotzebue is a potential source of limited mining-related supplies and labourers, and is the nearest centre serviced by regularly scheduled, large commercial aircraft (via Nome or Anchorage). In addition, there are seven other villages in the region that will be a potential source of some of the workforce for the Project. Fairbanks (population 31,036; 2010 US Census) has a long mining history and can provide most mining-related supplies and support that cannot be sourced closer to the Property.

 

Drilling and mapping programs are seasonal and have been supported out of the Bornite Camp and Dahl Creek Camp. The Bornite Camp facilities are located on Ruby Creek on the northern edge of the Cosmos Hills. The camp provides office space and accommodations for the geologists, drillers, pilots, and support staff. Power is supplied by two Caterpillar diesel generators. Water was supplied by the permitted artesian well located 250 m from camp; however, a water well was drilled in camp during the 2017 field season that was permitted by 2019 to provide all potable water for the Bornite Camp.

 

5.4Physiography

 

The Arctic Project is located along the south slope of the Brooks Range, which separates the Arctic region from the interior of Alaska. Nearby surface water includes Subarctic Creek, the Shungnak and Kogoluktuk Rivers, the Kobuk River, and numerous small lakes. The Arctic Project is located at the eastern end of Subarctic Creek, a tributary of the Shungnak River to the west, along a ridge between Subarctic Creek and the Kogoluktuk River Valley. The Property area is marked by steep and rugged terrain with high topographic relief. Elevations range from 30 masl along the Kobuk River to 1,180 masl on a peak immediately north of the Arctic Project area. The divide between the Shungnak and Kogoluktuk Rivers in the Ambler Lowlands is approximately 220 masl.

 

The Kobuk Valley is located at the transition between boreal forest and Arctic tundra. Spruce, birch, and poplar are found in portions of the valley, with a ground cover of lichens (reindeer moss). Willow and alder thickets and isolated cottonwoods follow drainages, and alpine tundra is found at higher elevations. Tussock tundra and low, heath-type vegetation covers most of the valley floor. Intermittent permafrost exists on the Property.

 

Permafrost is a layer of soil at variable depths beneath the surface where the temperature has been below freezing continuously from a few to several thousands of years (Climate of Alaska 2007). Permafrost exists where summer heating fails to penetrate to the base of the layer of frozen ground and occurs in most of the northern third of Alaska as well as in discontinuous or isolated patches in the central portion of the State.

 

Wildlife in the Project area is typical of Arctic and subartic fauna (Kobuk Valley National Park 2007). Larger animals include caribou, moose, Dall sheep, bears (grizzly and black), wolves, wolverines, coyotes, lynx and foxes. There are no anadromous fish species in the upper reaches of the Shungnak and Kogoluktuk Rivers due to natural fish barriers. Other fish species such as trout, sculpin, and grayling are common. The caribou seen on the Project belong to the Western Arctic herd that migrate once a year heading south in late August through October from their summer range north of the Brooks Range. The caribou migrate north in March from their winter range along the Buckland River to the north slope of the Brooks Range, a more westerly route and do not cross the Project during that migration.

 

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5.5Comment on Section 5

 

In the opinion of the QP:

 

·The planned infrastructure, availability of staff, power, water, and communications facilities, the design and budget for such facilities, and the methods whereby goods could be transported to the proposed mine, and any planned modifications or supporting studies are reasonably well-established, or the requirements to establish such, are reasonably well understood by Trilogy Metals, and can support the declaration of Mineral Resources and Mineral Reserves.

 

·There is sufficient area within the Project to host an open pit mining operation, including mine and plant infrastructure, and waste rock and tailings management facilities.

 

·It is a reasonable expectation that any additional surface rights that would be required to support Project development and operations can be obtained through appropriate negotiation.

 

·It is expected that any future mining operations will be able to be conducted year-round.

 

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  6 History

 

Prospectors first arrived in the Ambler Mining District around 1900, shortly after the discovery of the Nome and Fairbanks gold districts. Several years later, small gold placer deposits were located in the southern Cosmos Hills south of the Arctic deposit and worked intermittently over ensuing decades for gold and nephrite. During this time copper mineralization was observed at Ruby Creek in the northern Cosmos Hills; however, no exploration was undertaken until 1947 when local prospector Rhinehart “Rhiny” Berg located outcropping copper mineralization along Ruby Creek. Berg subsequently staked claims over the Ruby Creek showings and constructed an airstrip for access (alaskamininghalloffame.org 2012).

 

BCMC, an exploration subsidiary of Kennecott, optioned the property from Berg in 1957. The prospect became known as Bornite and Kennecott conducted extensive exploration over the next decade, culminating in the discovery of the high-grade No. 1 zone and the sinking of an exploration shaft to conduct underground drilling.

 

In conjunction with the discovery of the Bornite deposit, BCMC greatly expanded their regional reconnaissance exploration in the Cosmos Hills and the southern Brooks Range. Stream silt sampling in 1965 revealed a significant copper anomaly in Subarctic Creek roughly 27 km northeast of Bornite. The area was subsequently staked and, in 1967, eight core holes were drilled at the Arctic deposit yielding massive sulphide intercepts over an almost 500-m strike length.

 

BCMC conducted intensive exploration on the property until 1977 and then intermittently through 1998. No drilling or additional exploration was conducted on the Arctic Project between 1999 and 2003.

 

In addition to drilling and exploration at the Arctic deposit, BCMC also conducted exploration at numerous other prospects in the Ambler Mining District (most notably Dead Creek, Sunshine, Cliff, and Horse). The abundance of VMS prospects in the district resulted in a series of competing companies in the area, including Sunshine Mining Company, Anaconda Company, Noranda Exploration Company, GCO Minerals Company, Cominco American Resource Inc. (Cominco), Teck Cominco, Resource Associates of Alaska (RAA), Watts, Griffis and McOuat Ltd. (WGM), and Houston Oil and Minerals Company, culminating into a claim staking war in the district in 1973. Falconbridge and Union Carbide also conducted work later in the district.

 

District exploration by Sunshine Mining Company and Anaconda resulted in two additional significant discoveries in the district; the Sun deposit located 60 km east of the Arctic deposit, and the Smucker deposit located 36 km west of the Arctic deposit. These two deposits are outside the current Project area.

 

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District exploration continued until the early 1980s on the four larger deposits in the district (Arctic, Bornite, Smucker and Sun) when the district fell into a hiatus due to depressed metal prices.

 

In 1987, Cominco acquired the claims covering the Sun and Smucker deposits from Anaconda. Teck Resources Limited, as Cominco’s successor company, continues to hold the Smucker deposit. In 2007, Andover Mining Corporation purchased a 100% interest in the Sun deposit for US$13 million and explored the property through 2013. The sun deposit and adjacent lands were acquired by Valhalla Metals Inc., a private company, staked over the Sun deposit in 2017 after the creditors for the bankrupt Andover Mining Corporation failed to pay the annual rent of the state claims and submit the Annual Labour Statement.

 

In 1981 and 1983, Kennecott received three US Mineral Survey patents (MS2245 totaling 240 acres over the Arctic deposit – later amended to include another 32 acres; and MS2233 and MS2234 for 25 claims totaling 516.5 acres at Bornite). The Bornite patented claims and surface development were subsequently sold to NANA Regional Corporation, Inc. in 1986.

 

No production has occurred at the Arctic deposit or at any of the other deposits within the Ambler Mining District

 

6.1Prior Ownership and Ownership Changes – Arctic Deposit and the Ambler Lands

 

BCMC initially staked federal mining claims covering the Arctic deposit area beginning in 1966. The success of the 1960’s drill programs defined a significant high-grade polymetallic resource at the Arctic deposit and, in the early 1970s, Kennecott began the patent process to obtain complete legal title to the Arctic deposit. In 1981, Kennecott received US Mineral Survey patent M2245 covering 16 mining claims totalling 240.018 acres. In 1983, US Mineral Survey patent M2245 was amended to include two additional claims totalling 31.91 acres.

 

With the passage of the Alaska National Interest Lands Conservation Act (ANILCA) in 1980, which expedited native land claims outlined in the ANSCA and State lands claims under the Alaska Statehood Act, both the State of Alaska and NANA selected significant areas of land within the Ambler Mining District. State selections covered much of the Ambler schist belt, host to the volcanogenic massive sulphide (VMS) deposits including the Arctic deposit, while NANA selected significant portions of the Ambler Lowlands to the immediate south of the Arctic deposit as well as much of the Cosmos Hills including the area immediately around Bornite.

 

In 1995, Kennecott renewed exploration in the Ambler schist belt containing the Arctic deposit patented claims by staking an additional 48 state claims at Nora and 15 state claims at Sunshine Creek. In the fall of 1997, Kennecott staked 2,035 state claims in the belt consolidating their entire land position and acquiring the majority of the remaining prospective terrain in the VMS belt. Five more claims were subsequently added in 1998. After a short period of exploration which focused on geophysics and geochemistry combined with limited drilling, exploration work on the Arctic Project again entered a hiatus.

 

On March 22, 2004, Alaska Gold Company, a wholly-owned subsidiary of NovaGold completed an Exploration and Option Agreement with Kennecott to earn an interest in the Ambler land holdings.

 

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6.2Previous Exploration and Development Results – Arctic Deposit

 

6.2.1Introduction

 

Kennecott’s ownership of the Arctic Project saw two periods of intensive work from 1965 to 1985 and from 1993 to 1998, before optioning the property to NovaGold in 2004.

 

Though reports, memos, and files exist in Kennecott’s Salt Lake City office, only limited digital compilation of the data exists for the earliest generation of exploration at the Arctic deposit and within the VMS belt. Beginning in 1993, Kennecott initiated a re-evaluation of the Arctic deposit and assembled a computer database of previous work at the Arctic deposit and in the district. A computer-generated block model was constructed in 1995 and an updated resource estimate was preformed using from block model. Subsequently, Kennecott staked a total of 2,035 State of Alaska claims in 1997 and, in 1998 undertook the first field program since 1985.

 

Due to the number of companies and the patchwork exploration that occurred as a result of the 1973 staking war, much of the earliest exploration work on what now constitutes the Ambler Schist belt was lost during the post-1980 hiatus in district exploration. The following subsections outline the best documented data at the Arctic deposit as summarized in the 1998 Kennecott exploration report, including the assembled computer database; however, this outline is not considered to be either exhaustive or in-depth.

 

In 1982, geologists with Kennecott, Anaconda and the State of Alaska published the definitive geologic map of the Ambler schist belt (Hitzman et al. 1982).

 

Table 6-1 lists known exploration mapping, geochemical, and geophysical programs conducted for VMS targets in the Ambler Mining District.

 

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Table 6-1    Known Mapping, Geochemical, and Geophysical Programs Targeting VMS Prospects in the Ambler Mining District

 

Area Prospects Company Mineralization Mapping Soil Geochem Geophysics Reports
Arctic Center of the Universe (COU) Back Door Arctic BCMC-KEX Two (or more) sulfide bands with thickness up to ~40 m with Zn, Cu, Pb, Ag, Au, ±Ba mineralization. Proffett 1998; Lindberg and others 2004, 2005; NG personnel 2008 at 1:2,000 scale Extensive 2006 NG program (>670 samples) Numerous surveys including the 1998 Dighem EM and Mag aerial surveys, 1998 CSAMT survey, TEM downhole and surface surveys in 2005, TDEM ground survey in 2006 Numerous
COU Back Door, 4th of July Creek NG-Anaconda No exposed or drilled mineralization, target is the projection of the Arctic horizon NG 1:2,000 mapping in 2006 Extensive 2006 NG program 4 TDEM ground surveys in 2005 and 2006 2005 and 2006 NG Progress Reports; Lindberg's 2005 report
Sunshine Bud CS Sunshine Creek BCMC and BCMC-Noranda Disseminated to semi-massive lens up to 18 m thick. Upper mineralized limb is Ba-rich BCMC 1983; Paul Lindberg 2006; NG 2011 Numerous eras of soil sampling, most recent 1998 by Kennecott (Have data) and 2006 by NG BCMC completed Recon IP survey and Crone vertical shoot back EM in 1977, 2 TDEM surveys to the NW Various BCMC reports; Lindberg's 2006 Sunshine progress report; 2006 NG Progress report
Bud-CS SMC and TAC Au-rich gossan and 3+ m intercept of 1.7% Cu, 0.4% Pb, 1.5% Zn, 2 oz/ton Ag, 0.017 oz/ton Au Anaconda (TAC) and Sunshine (SMC) SMC soil sampling Anaconda completed downhole resistivity survey in 1981 on Bud 7 1981 through 1983 Anaconda Progress reports
Dead Creek Shungnak SK Shungnak (Dead Creek) BCMC, Cominco Thin (0.1 to 3 m) disseminated to semi-massive lenses of Cu, Zn, Pb, Ag mineralization Bruce Otto and others 2006; Proffett 1998 NG in 2006 (355 samples); KEX in 1998 (~240 samples) 2 CEM surveys by BCMC at DH with no anomalous responses (do not have data) 2006 NG report; 1982 and 1983 Anaconda Ambler Progress reports
SK GCO and BCMC/GCO-HOMEX JV Mineralized float up to 0.4% Cu, 4.8% Pb, 8.7% Zn, 5 oz/ton Ag BCMC BCMC 1982 soil grid CEM and Max-min completed by BCMC (do not have data) 1982 Annual Progress Report, BCMC; Bruce Otto 2006 Memo

 

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Area Prospects Company Mineralization Mapping Soil Geochem Geophysics Reports
Horse Cliff DH Horse-Cliff DH Horse - BCMC, Cliff SMC, DH - BCMC and BCMC/GCO-HOMEX Disseminate to semi-massive with local massive lens, thicknesses up to tens of feet. KEX 1983 1:1000 prospect map SMC soil surveys 1976-1978 and 1980 No known ground-based survey; occurrences within a large resistivity high 1985 Progress Report BCMC-GCO-Homex J; 1980 Summary of Ambler Field Investigations - Sunshine Mining, Horse Creek Memo - Robinson 1981; 1978 Ellis Geologic Evaluation and Assessment of the Northern Belt Claims
Snow Ambler RB Nani Frost Snow Cominco Ag-Pb-Zn mineralization as massive and semi-massive bands hosted within thin bands of graphitic schist (GS). Noranda-Cominco scanned map with no georeference; Prospect scale KEX Soil gird in 1997 or 1998 No known ground-based survey; Anaconda completed downhole resistivity survey in 1981 on Ambler-4 “Snow Prospect Miscellaneous Notes and Maps.pdf” is only known report
Ambler Anaconda TAC Massive disseminated chalcopyrite and pyrite associated with chert Numerous Anaconda geologists; no digitized maps Only scattered soils in database Max-min surveys, no data is available 1983 Ambler River Memo (Sunshine Progress Report); 1982 Anaconda Progress Report
Nani-Frost BCMC and BCMC-Noranda Outcrops of 2-3 m of 0.8% Cu, 0.4% Pb, 1.2% Zn, 0.05 oz/ton Ag within felsic schist BCMC (do not have data) BCMC identified numerous weak soil anomalies (do not have data) CEM, Max-min, and PEM completed by BCMC (do not have data) 1982 Annual Progress Report, BCMC
Red Nora Nora BCMC/GCO-HOMEX Disseminated chalcopyrite within chlorite altered volcanics in two zones (Sulphide Gulch and Northern Horizon) Generalized geologic map created by WGM for BCMC-GCO-HOMEX No known data Two PEM over the Sulphide Gulch horizon 1984 and 1985 Progress Report BCMC-GCO-Homex JV
Red BCMC Thin discordant bands of sphalerite, chalcopyrite, galena, and pyrrhotite with calcite and fluorite cutting 'siltites' and metacarbonates None KEX soil lines 1998 KEX identified EM anomalies 1998, follow-up gravity and Max-min EM; TDEM survey in 2006; DIGHEM helicopter EM and radiometric survey in 2006 Kennecott's final 1998 field report; 2006 NG Progress Report
Other BT, Jerri Creek Anaconda, AMC Massive sulphide bands up to 1.5 m thick extend nearly 2.3 km along an E-W strike Hitzman and others Historic soils at Jerri Creek No known surveys. Hitzman thesis and Anaconda (BT) and Bear Creek (Jerri) Assessment reports; 1982 and 1983 Anaconda Ambler Progress reports
Kogo-White Creek Bud - SMC or AMC Discovered by hydrochemistry of high Cu ions in White Creek. SMC? Soil geochem surveys by SMC in 1978 and KEX in 1998 Recon IP survey in 1977; Max-Min Mag survey in 1980; Follow-up Max-Min and gravity by KEX in 1998; TDEM by NG in 2006. 1980 Summary of Ambler Field Investigations, SMC; Kennecott's Final 1998 Field Report
Pipe BCMC and SMC Podiform zones of sulphide mineralization within calc-schists and QMS Schmidt in 1978, SMC in 1982 Kennecott soil grid in 1997-1998 Not known Schmidt's 1978 report (Part IV) for Anaconda's (?) annual report
  Tom Tom Anaconda and SMC 1982 'Discovery' trench by SMC uncovered massive sulphide boulders with up to 6 oz/ton Ag, 5.4% Pb, 6.3% Zn, only 0.2% Cu Sunshine in
1982 (?)
SMC soils in 1982 Gamma mag survey by SMC in 1982; TDEM by NG in 2006. 1982 Sunshine Mining Company Memo by E.R. Modroo; Schmidt's 1978 report (Part IV) for Anaconda's (?) annual report
Sun Sun-Picnic Creek Anaconda - AMC-Cominco; Valhalla Metals is current owner Three (?) zones of sulphide mineralization varying from 1 to 10 m; Upper zone is Zn-Pb-Ag rich while the two lower zones are Cu rich Various Anaconda geologists Not known, but most likely extensive Not known, but most likely extensive 1981 Anaconda progress report; Anaconda 1977 prefeasibility study (not in NG possession)
Smucker Smucker-
Charlie-Puzzle-
4B-Patti
Anaconda, Cominco, and Bear Creek; now owned by Teck A single mineralized Ag-Zn-Pb-Cu horizon varying from 1 to 8 m in thickness Detailed mapping by Anaconda and BCMC geologists Strong soil geochem anomalies in lowlands SE of Smucker horizon; Kennecott soil grid in 1997 or 1998 Not known 1985 Progress Report BCMC-GCO-Homex JV

 

Note:   EM = electromagnetic; TDEM = time domain electromagnetic; CSAMT = Controlled Source Audio Magnetotelluric

 

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6.2.2 Geochemistry

 

Historic geochemistry for the district, compiled in the 1998 Kennecott database, includes 2,255 soil samples, 922 stream silt samples, 363 rock samples, and 37 panned concentrate samples. Data have been sourced from several companies including Kennecott, Sunshine Mining, RAA, and NANA. Sourcing of much of the data had been poorly documented in the database.

 

During 1998, Kennecott renewed its effort in the district, and, as a follow-up to the 1998 EM survey, undertook soil and rock chip sampling in and around EM anomalies generated in the geophysical targeting effort. During this period Kennecott collected 962 soils and 107 rocks and for the first time used extensive multi-element inductively coupled plasma (ICP) analysis.

 

6.2.3Geophysics

 

Prior to 1998, Kennecott conducted a series of geophysical surveys which are poorly documented or are unavailable to Trilogy Metals. With the renewed interest in the belt, Kennecott mounted a largely geophysically-driven program to assess the district for Arctic-sized targets. Based on an initial review of earlier geophysical techniques employed at the Arctic deposit, Kennecott initiated an extensive helicopter-supported airborne EM and magnetic survey covering the entire VMS belt in March 1998. The survey was conducted on 400 m line spacing with selective 200 m line spacing at the Arctic deposit and covered 2,509 total line kilometres. The Arctic deposit presented a strong 900 Hz EM conductive signature.

 

Forty-six additional discrete EM conductors were identified, of which, 17 were further evaluated in the field. Eight of the EM anomalies were coincident with anomalous geochemistry and prospective geology, and were considered to have significant mineralization potential. As a follow-up, each anomaly was located on the ground using a Maxmin 2 horizontal loop EM system. Gravity lines were subsequently completed using a LaCoste and Romberg Model G gravimeter over each of the eight anomalies.

 

In addition to the EM and gravity surveys in 1998, five lines of CSAMT data were collected in the Subarctic Valley. The Arctic deposit showed an equally strong conductive response in the CSAMT data as was seen in the EM data. As a result of the survey, Kennecott recommended additional CSAMT for the deposit area.

 

Field targeting work in 1998 prompted Kennecott to drill one exploration hole on anomaly 98-3, located approximately 6 km northwest of the Arctic deposit and 2 km east-northeast of the Dead Creek prospect. Hole 98-03-01 was drilled to test the sub-cropping gossan and was roughly coincident with the centre of the geophysical anomaly as defined by airborne and ground EM data. Scattered mineralization was encountered throughout the hole with intervals of chalcopyrite and sphalerite.

 

Based on the results of the 1998 geophysical program, Kennecott made the following recommendations:

 

·Anomaly 98-3 Required Further Drilling.

 

·Anomalies 98-7 and 98-22 were Drill Ready.

 

·Anomalies 98-8, -9, -14, -35, and -38 Required Additional Ground Targeting.

 

Kennecott conducted no further field exploration in the district after 1998 and subsequently optioned the property to NovaGold in 2004.

 

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6.2.4Drilling

 

Between 1967 and July 1985, Kennecott (BCMC) completed 86 holes (including 14 large diameter metallurgical test holes) totalling 16,080 m. In 1998, Kennecott drilled an additional six core holes totalling 1,492 m to test for:

 

1.Extensions of the known Arctic mineralization.

 

2.Grade and thickness continuity.

 

3.EM anomaly 98-3.

 

Drilling for all BCMC/Kennecott campaigns in the Arctic deposit area (1966 to 1998) totals 92 core holes for a combined 17,572 m (refer to Section 10 for additional information).

 

6.2.5Specific Gravity

 

Prior to 1998, no specific gravity (SG) measurements were available for the Arctic deposit rocks. A “factored” average bulk density was used to calculate a tonnage factor for resource estimations. A total of 38 samples from the 1998 drilling at the Arctic deposit were measured for SG determinations. Additional information on density determinations is provided in Section 11.

 

6.2.6Petrology, Mineralogy, and Research Studies

 

There have been numerous internal studies done by Kennecott on the petrology and mineralogy of the Arctic deposit that exist as internal memos, file notes, and reports from as early as 1967. These data have been used in support of geological and mineralogical interpretations.

 

D. Schmandt completed an undergraduate thesis at Smith College in 2009 entitled “Mineralogy and origin of Zn-rich horizons within the Arctic Volcanogenic Massive Sulfide deposit, Ambler District, Alaska”. Jeanine Schmidt completed a doctoral dissertation at Stanford University in 1983 entitled “The Geology and Geochemistry of the Arctic Prospect, Ambler District, Alaska”; and Bonnie Broman completed a master’s thesis at University of Alaska, Fairbanks in 2014 entitled “Metamorphism and Element Redistribution: Investigations of Ag-bearing and associated minerals in the Arctic Volcanogenic Massive Sulfide deposit, SW Brooks Range, NW Alaska”. These studies have provided additional information on geological and mineralogical settings in the Project area.

 

6.2.7Geotechnical, Hydrogeological and Acid-Base Accounting Studies  

 

A series of geotechnical, hydrological, hydrogeological and acid-base accounting (ABA) studies were conducted prior to the 2020 FS. Rock geotechnical and hydrogeological studies completed after 1998 are listed in Table 6-2. ABA studies completed after 1998 are listed in Section 9.7.2.

 

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6.2.7.1Geotechnical and Hydrogeological Studies

 

In December 1998, URSA Engineering prepared a geotechnical study for Kennecott titled “Arctic Project – 1998 Rock Mass Characterization”. Though general in scope, the report summarized some of the basic rock characteristics as follows:

 

·Compressive strengths average 6,500 psi for the quartz mica schists, 14,500 psi for the graphitic schists, and 4,000 psi for talc schists.

 

·Rock mass quality can be described as average to good quality, massive with continuous jointing except the talc schist, which was characterized as poor quality. The rock mass rating (RMR) averages 40 to 50 for most units except the talc schist which averages 30.

 

In 1998, Robertson Geoconsultants Inc. (Robertson) of Vancouver prepared a report for Kennecott titled “Initial Assessment of Geochemical and Hydrological Conditions at Kennecott’s Arctic Project”. The report presented the results of the acid generation potential of mine waste and wall rock for the Arctic Project in the context of a hydrological assessment of the climate, hydrology and water balance analyses at the Arctic deposit. Climatic studies at the time were limited to regional analyses as no climatic data had been collected at the Arctic Project site prior to the review. Regional data, most specifically a government installed gauging station about 20 miles to the southwest at Dahl Creek, provided information in assessing the hydrology of the Arctic Project at the time. A total of nine regional gauges were utilized to evaluate the overall potential runoff in the area.

 

Table 6-2 Summary of Previous Geotechnical and Hydrogeological Work Completed After 1998

 

  Rock Geotechnical Hydrogeological
Field Investigations

SRK 2017

 

Completed staged geotechnical field investigation programs in 2015 and 2016. Five HQ3 drill holes were completed for combined geotechnical and hydrogeological data acquisition purposes.

 

Thirteen drill holes were surveyed using acoustic televiewer.

 

Laboratory testing was conducted.

 

Tetra Tech 2013

 

No geotechnical field investigations completed.

 

Review of historical geotechnical studies suggests work completed to a high standard.

 

BGC 2012

 

Underground focus.

 

Completed five HQ3 drill holes with lab testing, core logging and lithology descriptions (see Section 3.2).

 

Completed structural geology mapping.

 

Completed laboratory strength testing.

 

URSA 1998

 

Mapping of major geological structures, faults and joints.

 

Completed structural lab strength testing and collected geotechnical data from resource drill holes.

 

SRK 2017

 

Completed staged geotechnical field investigation programs in 2015 and 2016. Five HQ3 drill holes were completed for combined geotechnical and hydrogeological data acquisition purposes.

 

Conducted downhole hydraulic conductivity tests and installed standpipe and vibrating wire piezometers.

 

Tetra Tech 2013

 

No hydrogeological field investigations completed.

 

BGC 2012

 

Installed seven (7) vibe wires in five holes (see Section 3.2 for drill hole locations).

 

Completed hydraulic conductivity testing for various geotechnical units.

 

Installed one thermistor.

 

Hydraulic head measurements at selected drill holes.

 

URSA 1998

 

No hydrogeological work completed.

 

 

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  Rock Geotechnical Hydrogeological
Technical Findings

SRK 2017

 

Established six geotechnical domains based on the rock mass characteristics and structural orientations. Kinematic and 2-D numerical stability analyses were conducted to provide the recommended slope configurations.

 

The slope design for the east walls that are sub-parallel to the foliation consisted of 60 m high slopes that are stripped along the dip of the foliation fabric. The recommended IRA in the east walls were 26°-30°.

 

Slope design of other areas of the proposed open pit were controlled by kinematic failure mechanisms.

 

Tetra Tech 2013

 

Considers 7 lithogeochemical units; modeled as 3-D volumes (as supplied by Trilogy)

 

PEA pit with OSA = 43°, triple benched with 5 m benches, 8 m catch berms (single domain/design sector)

 

BGC 2012

 

Two-dimensional geotechnical model using six (6) units combining lithological units of similar rock mass properties (RMR and other criteria defined for each unit).

 

No 3-D structural model, plan view map only with two regional thrust faults (West Fault at 50° dipping south-southeast and WSFC at 40° dipping to the south).

 

Mapped strong foliation sets dipping shallowly to the west and moderately to the southwest.

 

URSA 1998

 

Developed six (6) geotechnical units based on drill holes and mapping, classified rocks as weak to moderately strong, talc mica schist is worst unit with RMR = 31.

 

Mapped E-W trending faults with gouge of muscovite and talc and south dipping thrust fault.

 

Two sets of joint/foliation present that intersect at 25°.

SRK 2017

 

Two alternative conceptual hydrogeological models were established – a multiple water system model (regional shallow perched water table in northeast, deeper water table over the pit footprint), and compartmentalized water system model (water levels compartmentalized by faults, talc, and/or permafrost).

 

A conservative pore pressure conditions were estimated for slope stability analysis.

 

Tetra Tech 2013

 

Assumes groundwater levels will follow topography.

 

No continuous permafrost in area.

 

BGC 2012

 

Conceptual model of ground water flow.

 

High flow rates in fault zones should be expected, groundwater flow follows topography.

 

Not enough information to comment on recharge rate due to uncertainty in permafrost.

 

Permeability data for main geotechnical units ranging from 3 x 10-9 to 6 x 10-7 m/s.

 

URSA 1998

 

No hydrogeological analyses completed.

 

Suggests permafrost not present based on down hole observations.

 

 

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6.2.7.2Acid-Base Accounting Studies

 

The 1998 Robertson study documented acid-base accounting results based on the selection of 60 representative core samples from the deposit. Results of the study are summarized as follows:

 

·Roughly 70% of the waste rock material was deemed to be potentially acid generating.

 

·Mitigation of the acid generating capacity could be affected by submersion of the waste rock. Mitigation of the high wall and pit geometries would make potential pit flooding unlikely and could present a long-term mitigation issue.

 

·Characteristics of the mine tailings were not assessed.

 

·Based on the study, Robertson recommended underground mining scenarios, or aggressive study including site water balance.

 

6.2.8Metallurgical Studies

 

Kennecott undertook an extensive series of studies regarding the metallurgy and processing of the Arctic mineralization (refer to summary in Section 13 of this Report).

 

6.2.9Development Studies

 

A number of mining and technical studies have been completed over the Project history, as summarized in Table 6-3.

 

Table 6-3 Mining and Technical Studies

 

Company Year Consultant Study
Kennecott 1974 internal Ambler District Evaluation
1976 internal Arctic Deposit Order of Magnitude Evaluation
1978 internal Arctic Prospect Summary File Report
Arctic Deposit  
1981 internal Evaluation of the Arctic and Ruby Creek Deposits
1984 internal Evaluation Update
1985 internal Pre-AFD Report
1990 internal Re-Evaluation
1997 internal Arctic Project Mining Potential
1999 internal Interim Report Conceptual Level Economic Evaluations of the Arctic Resource
1998 SRK Preliminary Arctic Scoping Study
NovaGold 2011 SRK Preliminary Economic Assessment
Trilogy (previously, NovaCopper) 2012 SRK Preliminary Economic Assessment
2013 Tetra Tech Preliminary Economic Assessment
2018 Ausenco Pre-Feasibility Report

 

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7Geological Setting and Mineralization

 

7.1Regional Geology – Southern Brooks Range

 

The Ambler Mining District occurs along the southern margin of the Brooks Range within an east-west trending zone of Devonian to Jurassic age submarine volcanic and sedimentary rocks (Hitzman et al., 1986). The district covers both: 1) VMS-like deposits and prospects hosted in the Devonian age Ambler Sequence (or Ambler Schist belt), a group of metamorphosed bimodal volcanic rocks with interbedded tuffaceous, graphitic and calcareous volcaniclastic metasediments; and 2) epigenetic carbonate-hosted copper deposits occurring in Silurian to Devonian age carbonate and phyllitic rocks of the Bornite Carbonate Sequence. The Ambler Sequence occurs in the upper part of the Anirak Schist, the thickest member of the Schist belt or Coldfoot subterrane (Moore et al., 1994). VMS-like stratabound mineralization can be found along the entire 110 km strike length of the district. Immediately south of the Schist belt in the Cosmos Hills, a time equivalent section of the Anirak Schist that includes the approximately 1 km thick Bornite Carbonate Sequence. Mineralization of both the VMS-like deposits of the Schist belt and the carbonate-hosted deposits of the Cosmos Hills has been dated at 375 to 387 Ma (Selby et al., 2009; McClelland et al., 2006).

 

In addition, the Ambler Mining District is characterized by increasing metamorphic grade north perpendicular to the strike of the east-west trending units. The district shows isoclinal folding in the northern portion and thrust faulting to south (Schmidt, 1983). The Devonian to Late Jurassic age Angayucham basalt and the Triassic to Jurassic age mafic volcanic rocks are in low-angle over thrust contact with various units of the Ambler Schist belt and Bornite Carbonate Sequence along the northern edge of the Ambler Lowlands.

 

7.1.1Terrane Descriptions

 

The terminology used to describe the terranes in the southern Brooks Range evolved during the 1980s because of the region’s complex juxtaposition of rocks of various compositions, ages and metamorphic grade. Hitzman et al. (1986) divided the Ambler Mining District into the Ambler and Angayucham terranes. Further work (Till et al., 1988; Silberling et al., 1992; Moore et al., 1994) includes the rocks of the previously-defined Ambler terrane as part of the regionally extensive Schist belt or Coldfoot subterrane along the southern flank of the Arctic Alaska terrane as shown in Figure 7-1 (Moore et al., 1994). In general, the southern Brooks Range is composed of east-west trending structurally bound allochthons of variable metasedimentary and volcanogenic rocks of Paleozoic age.

 

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Figure 7-1 Geologic Terranes of the Southern Brooks Range (Trilogy Metals, 2019)

 

The Angayucham terrane, which lies along southern margin of the Brooks Range, is locally preserved as a klippen within the eastern Cosmos Hills and is composed of weakly metamorphosed to unmetamorphosed massive-to-pillowed basalt rocks with minor radiolarian cherts, marble lenses and isolated ultramafic rocks. This package of Devonian to Late Jurassic age (Plafker et al., 1977) mafic and ultramafic rocks is interpreted to represent portions of an obducted and structurally dismembered ophiolite that formed in an ocean basin south of the present-day Brooks Range (Hitzman et al., 1986; Gottschalk and Oldow, 1988). Locally, the Angayucham terrane overlies the schist belt to the north along a poorly exposed south-dipping structure.

 

Gottschalk and Oldow (1988) describe the Schist belt as a composite of structurally bound packages composed of dominantly greenschist facies rocks, including pelitic to semi-pelitic quartz-mica schist with associated mafic schists, metagabbro and marbles. Locally, the Schist belt includes the Upper Silurian to middle Devonian age Bornite Carbonate Sequence, the lower Paleozoic age Anirak pelitic, variably siliceous and graphic schists, and the mineralized Devonian age Ambler sequence consisting of volcanogenic and siliciclastic rocks variably associated with marbles, calc-schists, metabasites and mafic schists (Hitzman et al., 1982; Hitzman et al., 1986). The lithologic assemblage of the Schist belt is consistent with an extensional, epicontinental tectonic origin.

 

Structurally overlaying the Schist belt to the north is the Central belt. The Central belt is in unconformable contact with the Schist belt along a north-dipping low-angle structure (Till et al., 1988). The Central belt consists of lower Paleozoic age metaclastic and carbonate rocks, and Proterozoic age schists (Dillon et al., 1980). Both the Central belt and Schist belt are intruded by meta-to-peraluminous orthogneisses, which locally yield a slightly discordant U-Pb thermal ionization mass spectrometry zircon crystallization age of middle to late Devonian (Dillon et al., 1980; Dillon et al., 1987). This igneous protolith age is supported by Devonian orthogneiss ages obtained along the Dalton Highway, 161 km to the east of the Ambler Mining District (Aleinikoff et al., 1993).

 

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Overlaying the Schist belt to the south is the Phyllite belt, characterized in the Ambler mining district as phyllitic black carbonaceous schists of the Beaver Creek Phyllite which is assumed to underlie much of the Ambler Lowlands between the Brooks Range and the Arctic deposit to the north and the Cosmos Hills and the Bornite deposit to the south. The recessive weathering nature of the Beaver Creek Phyllite limits the exposure, but the unit is assumed to occur as a thrust sheet overlying the main Schist belt rocks.

 

7.1.2Regional Tectonic Setting

 

Rocks exposed along the southern Brooks Range consist of structurally bound imbricate allochthons that have experienced an intense and complex history of deformation and metamorphism. Shortening in the fold and thrust belt has been estimated by some workers to exceed 500 km (Oldow et al., 1987), based on balanced cross sections across the central Brooks Range. In general, the metamorphic grade and tectonism in the Brooks Range increases to the south and is greatest in the Schist belt. The tectonic character and metamorphic grade decreases south of the Schist belt in the overlaying Angayucham terrane.

 

In the late Jurassic to early Cretaceous age, the Schist belt experienced penetrative thrust-related deformation accompanied by recrystallization under high-pressure and low-temperature metamorphic conditions (Till et al., 1988). The northward directed compressional tectonics were likely related to crustal thickening caused by obduction of the Angayucham ophiolitic section over a south-facing passive margin. Thermobarometry of schists from the structurally deepest section of the northern Schist belt yield relict metamorphic temperatures of 475°C, ±35°C, and pressures from 7.6 to 9.8 kb (Gottschalk and Oldow, 1988). Metamorphism in the Schist belt grades from lowest greenschist facies in the southern Cosmos Hills to upper greenschist facies, locally overprinting blueschist mineral assemblages in the northern belt (Hitzman et al., 1986).

 

Compressional tectonics, which typically place older rocks on younger, does not adequately explain the relationship of young, low-metamorphic-grade over older and higher-grade metamorphic rocks observed in the southern Brooks Range hinterland. Mull (1982) interpreted the Schist belt as a late antiformal uplift of the basement to the fold and thrust belt. More recent models propose that the uplift of the structurally deep Schist belt occurred along duplexed, north-directed, thin-skinned thrust faults, followed by post-compressional south-dipping low angle normal faults along the south flank of the Schist belt, accommodating for an over-steepened imbricate thrust stack (Gottschalk and Oldow, 1988; Moore et al., 1994). Rapid cooling and exhumation of the Schist belt began at the end of the early Cretaceous age at 105 to 103 Ma, based on Ar40/Ar39 cooling ages of hornblende and white mica near Mount Igikpak, and lasted only a few million years (Vogl et al., 2003). Additional post-extension compressive events during the Paleocene age further complicate the southern Brooks Range (Mull, 1985).

 

7.2Ambler Sequence Geology

 

Rocks that form the Ambler Sequence consist of a lithologically diverse sequence of lower Devonian age carbonate and siliciclastic strata with interlayered mafic lava flows and sills. The clastic strata, derived from terrigenous continental and volcanic sources, were deposited primarily by mass-gravity flow into the sub-wavebase environment of an extending marginal basin.

 

The Ambler Sequence underwent two periods of intense, penetrative deformation. Sustained upper greenschist-facies metamorphism with coincident formation of a penetrative schistosity and isoclinal transposition of bedding marks the first deformation period. Pervasive similar-style folds on all scales deform the transposed bedding and schistosity, defining the subsequent event. At least two later non-penetrative compressional events deform these earlier fabrics. Observations of the structural and metamorphic history of the Ambler Mining District are consistent with current tectonic evolution models for the Schist belt, based on the work of others elsewhere in the southern Brooks Range (Gottschalk and Oldow, 1988; Till et al., 1988; Vogl et al., 2002).

 

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Figure 7-2 shows the location and geology of the Ambler mining district and the Schist belt terrane including the Anirak Schist, the Kogoluktuk Schist and the Ambler Sequence, the contemporaneous Bornite Carbonate Sequence in the Cosmos Hills to the south, and the allochthonous overthrust Cretaceous sedimentary rocks and Devonian Angayucham Terrane volcanic rocks.

 

 

Figure 7-2 Geology of the Ambler Mining District (Trilogy Metals, 2019)

 

7.2.1General Stratigraphy of the Ambler Sequence

 

Though the Ambler Sequence is exposed over 110 km of strike length, the following descriptions and comments refer to an area between the Kogoluktuk River on the east and the Shungnak River on the west where Trilogy Metals has focused the majority of its exploration efforts over the last decade.

 

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The local base of the Ambler Sequence consists of variably metamorphosed carbonates historically referred to as the Gnurgle Gneiss. Trilogy Metals interprets these strata as calc-turbidites, perhaps deposited in a sub-wavebase environment adjacent to a carbonate bank. Calcareous schists overlies the Gnurgle Gneiss and hosts sporadically distributed mafic sills and pillowed lavas. These fine-grained clastic strata indicate a progressively quieter depositional environment up section, and the presence of pillowed lavas indicates a rifting, basinal environment.

 

Overlying these basal carbonates and pillowed basalts is a section of predominantly fine-grained carbonaceous siliciclastic rocks that host a significant portion of the mineralization in the district including the Arctic deposit. This quiescent section indicates further isolation from a terrigenous source terrain.

 

The section above the stratigraphy that hosts the Arctic deposit contains voluminous reworked silicic volcanic strata with the Button Schist at its base. The Button Schist is a regionally continuous and distinctive K-feldspar porphyroblastic unit that serves as an excellent marker above the main mineralized stratigraphy. The paucity of volcanically derived strata below the Arctic deposit host section, and abundance of volcanically derived material above, indicates that the basin and surrounding hinterlands underwent major tectonic reorganization during deposition of the Arctic deposit section. Greywacke sands that Trilogy Metals interprets as channeled high-energy turbidites occur throughout the section but concentrate high in the local stratigraphy. Figure 7-3 shows idealized sections for several different areas in and around the Arctic deposit.

 

Several rock units show substantial change in thickness and distribution in the vicinity of the Arctic deposit that may have resulted from the basin architecture existing at the time of deposition. Between the Arctic Ridge, geographically above the Arctic deposit, and the Riley Ridge to the west several significant differences have been documented including:

 

·The Gnurgle Gneiss is thickest in exposures along the northern extension of Arctic Ridge and appears to thin to the west.

 

·Mafic lavas and sills thicken from east to west. They occur as thick units in upper Subarctic Creek and to the west but are sparsely distributed to the east.

 

·The quartzite section within and above the Arctic sulphide horizon does not occur in abundance east of Arctic Ridge; it is thicker and occurs voluminously to the west.

 

·Button Schist thickens dramatically to the west from exposures on Arctic Ridge; exposures to the east are virtually nonexistent.

 

·Greywacke sands do not exist east of Subarctic Creek but occur in abundance as massive, channeled accumulations to the west, centered on Riley Ridge.

 

These data are interpreted by Trilogy Metals to define a generally north-northwest-trending depocentre through the central Ambler Mining District. Volcanic debris flow occurrences as well as these formational changes suggest that the depocentre had a fault-controlled eastern margin. The basin deepened to the west; the Riley Ridge section was deposited along a high-energy axis, and the COU section lies to the west-southwest distally from a depositional energy point of view. This original basin architecture appears to have controlled mineralization of the sulphide systems at Arctic and Shungnak (Dead Creek), concentrating fluid flow along structures on the eastern basin margin.

 

Figure 7-4 is a simplified geologic map of the area between the Kogoluktuk and the Shungnak Rivers.

 

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Figure 7-3     Ambler Sequence Stratigraphy in the Arctic Deposit Area (Trilogy Metals, 2019)

  

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Figure 7-4     Generalized Geology of the Central Ambler Mining District (Trilogy Metals, 2019)

 

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7.2.2Structural Framework of the Ambler Mining District

 

In addition to the underlying pre-deformational structural framework of the district suggested by the stratigraphic thickening of various facies around the Arctic deposit, the Ambler Sequence is deformed by two penetrative deformational events that significantly complicate the distribution and spatial arrangement of the local stratigraphy.

 

7.2.2.1F1 Deformation

 

The earliest penetrative deformation event is associated with greenschist metamorphism and the development of regional schistosity. True isoclinal folds are developed, and fold noses typically are thickened. The most notable F1 fold is the Arctic antiform that defines the upper and lower limbs of the Arctic deposit. The fold closes along a north-northeast- trending fold axis roughly mimicking the trace of Subarctic Creek and opening to the east. Importantly, the overturned lower limb implies that the permissive stratigraphy should be repeated on a lower synformal isocline beneath the currently explored limbs and would connect with the permissive mineralized stratigraphy to the northwest at Shungnak (Dead Creek). Figure 7-5 shows typical F1 folds developed in calcareous Gnurgle Gneiss.

 

 

Figure 7-5     Typical F1 Isoclinal Folds Developed in Calcareous Gnurgle Gneiss (Trilogy Metals, 2019)

 

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7.2.2.2F2 Deformation

 

The earlier F1 schistosity is in turn deformed by an F2 deformational event that resulted in the local development of an axial planar cleavage. The deformational event is well defined throughout the Schist belt and results in a series of south-verging, open to moderately overturned folds that define a series of east-west trending folds of similar vergence across the entire Schist belt stratigraphy.

 

This event is likely temporally related to the emplacement of the Devonian Angayucham volcanics sequences, the obducted Jurassic ophiolites and Cretaceous sediments within the Schist belt stratigraphy.

 

In addition to the earlier penetrative deformation events, a series of poorly defined non-penetrative deformation events, likely as a consequence of Cretaceous extension are seen as a series of warps or arches across the district.

 

The interplay between the complex local stratigraphy, the isoclinal F1 event, the overturned south verging F2 event and the series of post-penetrative deformational events often makes district geological interpretation extremely difficult at a local scale.

 

7.3Arctic Deposit Geology

 

Previous workers at the Arctic deposit (Russell 1995 and Schmidt 1983) describe three mineralized horizons: the Main Sulphide Horizon, the Upper South Horizon and the Warm Springs Horizon. The Main Sulphide Horizon was further subdivided into three zones: the southeast zone, the central zone and the northwest zone. Previous deposit modelling was grade-based resulting in numerous individual mineralized zones representing relatively thin sulphide horizons.

 

Recent work by Trilogy Metals defines the Arctic deposit as two or more discrete horizons of sulphide mineralization contained in a complexly deformed isoclinal fold with an upright upper limb and an overturned lower limb hosting the main mineralization. Nearby drilling suggests that a third upright lower limb, likely occurs beneath the currently explored stratigraphy. Figure 7-6 is a generalized geologic map of the immediate Arctic deposit area.

 

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Figure 7-6     Generalized Geologic Map of the Arctic Deposit (Trilogy Metals, 2019)

 

7.3.1Lithologies and Lithologic Domain Descriptions

 

Historically, five lithologic groupings were used by Kennecott (URSA Engineering, 1998 and Russell, 1995) to describe the local stratigraphy of the deposit. These groupings of rock types and protoliths include: 1) metarhyolite (Button Schist) or porphyroblastic quartz feldspar porphyry and rhyolitic volcaniclastic and tuffaceous rocks; 2) quartz mica schists composed of tuffaceous and volcaniclastic sediments; 3) graphitic schists composed of carbonaceous sedimentary rocks; 4) base metal sulphide bearing schists; and 5) talc schists composed of talc altered volcanic and sedimentary rocks. Trilogy Metals has subsequently re-interpreted and modified the lithological groupings.

 

The principal lithologic units captured in logging and mapping by Trilogy Metals are summarized and described in the following subsections, in broadly chronologically order from oldest to youngest.

 

7.3.1.1Greenstone (GNST)

 

Greenstones consists of massive dark-green amphibole and garnet-bearing rocks, differentiated by their low quartz content and dark green color. Textural and colour similarities along with similar garnet components and textures often cause confusion with some metasedimentary greywackes within the Ambler Sequence stratigraphy. Intervals of greenstone range up to 80 m in thickness and are identified as pillowed flows, sills and dikes. Multiple ages of deposition are implied by the presence of both basal pillowed units as well as intrusive sill and dike-like bodies higher in the local stratigraphy.

 

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7.3.1.2Chlorite Schist (ChS)

 

This unit is likely alteration-related, but has been used for rocks where more than half of the sheet silicates are composed of chlorite. In the field, some samples of chlorite schist showed a distinctive dark green to blue-green colour, but in drill core the chlorite schists commonly have a lighter green colour. Some intervals of chlorite schist are associated with talc-rich units.

 

7.3.1.3Talc Schist (TS)

 

Talc-bearing schists are often in contact with chlorite-rich units, and reflect units which contain trace to as much as 30% talc, often occurring on partings. Like the chlorite schist this unit is likely alteration related.

 

7.3.1.4Black to Grey Schist (GS)

 

Black or grey schists appear in many stratigraphic locations particularly higher in the stratigraphy but principally constitute the mineralized permissive stratigraphy of the Arctic deposit lying immediately below the Button Schist (MRP). The schist is typically composed of muscovite, quartz, feldspar, graphite, pyrite and/or pyrrhotite, and sometimes chlorite and/or biotite. The texture is phyllitic, variably crenulated, and suggests a pelitic protolith, likely deposited in a basin that was progressively filled with terrigenous fine sediment. This unit is host to the massive sulphide (MS) and semi-massive sulphide (SMS) horizons that constitute the Arctic deposit.

 

7.3.1.5Button Schist (MRP)

 

This rock type consists of quartz-muscovite-feldspar schists with abundant distinctive 1 to 3 cm K-feldspar porphyroblasts of metamorphic origin and occasional 0.5 to 2 cm blue quartz phenocrysts of likely igneous origin. The unit shows a commonly massive to weakly foliated texture, although locally the rocks have a well-developed foliation with elongate feldspars.

 

7.3.1.6Quartz-Mica-(Feldspar) Schist (QMS/QFMS)

 

This schistose rock contains variable proportions of quartz, muscovite, and sometimes feldspar. The schist usually contains high amounts of interstitial silica, and sometimes have feldspar or quartz porphyroblasts. The texture of the unit shows significant variability and likely represents both altered and texturally distinct felsic tuffs and other volcaniclastic lithologies.

 

7.3.1.7Debris Flow (DM)

 

This unit contains a range of unsorted, matrix supported polylithic clasts including the Button Schist occurring in black to dark grey, very fine-grained graphitic schist. The unit occurs as lenses within other stratigraphic units, and likely represents locally-derived debris flows or slumps.

 

7.3.1.8Greywacke (GW)

 

This unit consists of massive green rocks with quartz, chlorite, probably amphibole, feldspar, muscovite, and accessory garnet, biotite, and calcite/carbonate. Voluminous accumulations of medium-grained greywacke occur within, but generally above, the quartz mica schist and are differentiated from texturally similar greenstones by the presence of detrital quartz, fine-grained interbeds, graded bedding and flute casts.

 

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7.3.1.9Lithogeochemistry of Immobile Trace Elements

 

In 2007, work by NovaGold suggested that many of the nondescript felsic metavolcanic lithologies were simply alteration and textural variants of the felsic rock units and logging was not adequately capturing true compositional lithological differences between units. Twelker (2008) demonstrated that the use of lithogeochemistry used immobile trace elements specifically Al2O3:TiO2 (aluminum oxide:titanium dioxide) ratios could be used to effectively differentiate between different felsic volcanic and sedimentary suites of rocks at the Arctic deposit.

 

Lithogeochemistry shows three major felsic rock suites in the Arctic deposit area: a rhyolite suite; and intermediate volcanic suite and a volcaniclastic suite. These suites are partially in agreement with the logged lithology but in some instances the lithogeochemistry showed that alteration in texture and composition masked actual lithologic differences.

 

Results of the lithogeochemistry have led to a better understanding of the stratigraphic continuity of the various units and have been utilized to more accurately model the lithologic domains of the Arctic deposit.

 

7.3.1.10Lithologic Domains

 

Though a variety of detailed lithologies are logged during data capture, Trilogy Metals models the deposit area as two distinct structural plates, an Upper Plate and a Lower Plate separated by the Warm Springs Fault. The Upper and Lower Plates contain similar lithologic domains that are primarily defined by lithogeochemical characteristics, but are also consistent with their respective acid-generating capacities and spatial distribution around the fold axes. The domains include the following units: the Button Schist (a meta-rhyolite porphyry - MRP), aphanitic meta-rhyolite (AMR), a series of felsic quartz mica schists (QMS), and carbonaceous schists of the Grey Schist unit (GS). An alteration model was built to adequately characterize the chlorite and talc schists found within the deposit (ChS, ChTS, and TS). The mineralization is modelled as eight distinct zones (Zones 1–8) found both in the Upper and Lower Plates and range from massive sulphide to semi-massive sulphide layers (MS and SMS).

 

7.3.2Structure

 

Earlier studies (Russell, 1977, 1995; Schmidt, 1983) concluded mineralization at the Arctic deposit was part of a normal stratigraphic sequence striking northeast and dipping gently southwest. Subsequent reinterpretation by Kennecott in 1998 and 1999 suggested the entire Ambler Sequence could be overturned. Proffett (1999) reviewed the Arctic deposit geology and suggested that a folded model with mineralization as part of an isoclinal anticline opening east and closing west could account for the mapped and logged geology. His interpretation called for an F2 fold superimposed on a north-trending F1 fabric.

 

Lindberg (2004) supported a folded model similar to Proffett, though he considered that the main fold at Arctic was northwest-closing and southeast-opening. Lindberg named this feature the Arctic ntiform and interpreted it to be an F1 fold.

 

Lindberg believed the majority of folding within the mineralized horizons occured in the central part of the deposit within a southwest plunging “cascade zone.” The increased thicknesses of mineralized intervals in this part of the property can in part be explained by the multiple folding of two main mineralized horizons as opposed to numerous individual mineralized beds as shown in the 1995 geologic model. The cascade zone appears to be confined to the upper sulphide limbs of the Arctic antiform.

 

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Continuity drilling on closer spacing in 2008 across the “cascade” zone confirmed the continuity of the two mineralized horizons but did not support the complexity proposed by Lindberg. Dodd et al. (2004) suggested that some of the complexity might be related to minor thrusting. Results of 2006 mapping supported the interpretation that an F2 fold event may fold the lower Button Schist back to the north under the deposit in this area (Otto, 2006). Deep drilling in 2007 just to the north of the deposit to test the concept drilled the appropriate upright stratigraphy at depth. Though the target horizon was not reached due to the drill rig limitations the hole did encounter significant mineralization below the Button Schist immediately above the sulphide-bearing permissive stratigraphy.

 

7.3.3Arctic Deposit Alteration

 

Schmidt (1988) defined three main zones of hydrothermal alteration occurring at the Arctic deposit:

 

·A main chloritic zone occurring within the footwall of the deposit consisting of phengite and magnesium-chlorite.

 

·A mixed alteration zone occurring below and lateral to sulphide mineralization consisting of phengite and phlogopite together with talc, calcite, dolomite and quartz.

 

·A pyritic zone overlying the sulphide mineralization.

 

Field observations conducted by Trilogy Metals in 2004 and 2005 supported by logging and short-wave infrared (SWIR) spectrometry only partially support Schmidt’s observations.

 

Talc and magnesium chlorite are the dominant alteration products associated with the sulphide-bearing horizons. Talc alteration grades downward and outward to mixed talc-magnesium chlorite with minor phlogopite, into zones of dominantly magnesium chlorite, then into mixed magnesium chlorite-phengite with outer phengite-albite alteration zones. Thickness of alteration zones vary with stratigraphic interpretation, but tens of metres for the outer zones is likely, as seen in phengite-albite exposures on the east side of Arctic Ridge.

 

Stratigraphically above the sulphide-bearing horizons significant muscovite as paragonite is developed and results in a marked shift in sodium/magnesium ratios across the sulphide bearing horizons.

 

Visual and quantitative determination of many of the alteration products is difficult at best due to their light colours and the well-developed micaceous habit of many of the alteration species. Logging in general has poorly captured the alteration products and the SWIR methodology though far more effective in capturing the presence or absence of various alteration minerals adds little in any quantitative assessment.

 

Of particular note are the barium species including barite, cymrite (a high-pressure barium phyllosilicate), and barium-bearing muscovite, phlogopite and biotite. These mineral species are associated with both alteration and mineralization and demonstrate local remobilization during metamorphism (Schmandt, 2009). Though little has been done to document their distribution to date, they do have a significant impact on bulk density measurements (refer to discussions in Section 13 and Section 14).

 

Talc is of particular importance at the Arctic deposit due to its potential negative impact on flotation characteristics during metallurgical processing, and on pit slope stability. The majority of the talc zones occur between the upper, stratigraphically up-right mineralized zones and the lower, overturned mineralized zones

 

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7.4Arctic Deposit Mineralization

 

Mineralization occurs as stratiform SMS to MS beds within primarily graphitic schists and fine-grained quartz mica schists. The sulphide beds average 4 m in thickness but vary from less than 1 m up to as much as 18 m in thickness. The sulphide mineralization occurs within eight modelled zones lying along the upper and lower limbs of the Arctic isoclinal anticline. The zones are all within an area of roughly 1 km2 with mineralization extending to a depth of approximately 250 m below the surface. There are five zones of MS and SMS that occur at specific pseudo-stratigraphic levels which make up the bulk of the Mineral Resource estimate. The other three zones also occur at specific pseudo-stratigraphic levels, but are too discontinuous.

 

Unlike more typical VMS deposits, mineralization is not characterized by steep metal zonation or massive pyritic zones. Mineralization dominantly consists of sheet-like zones of base metal sulphides with variable pyrite and only minor zonation, usually on an small scale.

 

Mineralization is predominately coarse-grained sulphides comprising chalcopyrite, sphalerite, galena, tetrahedrite-tennantite, pyrite, arsenopyrite, and pyrrhotite. Sulphides occur as disseminated (<30%), semi-massive (30 to 50% sulphide) to massive (greater than 50% sulphide) layers. Trace amounts of electrum are also present. Gangue minerals associated with the mineralized horizons include quartz, barite, white mica, chlorite, stilpnomelane, talc, calcite, dolomite and cymrite.

 

7.5Prospects

 

In addition to the Arctic deposit, numerous other VMS-like occurrences are present on the Trilogy Metals land package. The most notable of these occurrences are the Dead Creek (also known as Shungnak), Sunshine, Cliff, Horse, and the Snow prospects to the west of the Arctic deposit and the Red, Nora, Tom-Tom and BT prospects to the east. Figure 7-7 shows the Trilogy Metals land package and the prospect locations. Figure 7-7 also shows: 1) the Smucker deposit on the far west end of the Ambler Sequence which is currently controlled by Teck Alaska Inc.; 2) the Sun deposit at the eastern end of the Ambler Sequence and controlled by Valhalla Metals Inc, and 3) carbonate-hosted deposits and prospects in the Bornite Carbonate Sequence controlled by Trilogy Metals/NANA.

 

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Figure 7-7             Major Prospects of the Ambler Mining District (Trilogy Metals, 2019)

 

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8 Deposit Types

 

8.1Deposit Type

 

The mineralization at the Arctic deposit and at several other known occurrences within the Ambler Sequence stratigraphy of the Ambler Mining District consists of Devonian age, polymetallic (zinc-copper-lead-silver-gold) VMS-like occurrences.

 

8.2Overview

 

VMS deposits are formed by and associated with sub-marine volcanic-related hydrothermal events. These events are related to spreading centres such as fore arc, back arc or mid-ocean ridges. VMS deposits are often stratiform accumulations of sulphide minerals that precipitate from hydrothermal fluids on or below the seafloor. These deposits are found in association with volcanic, volcaniclastic and/or siliciclastic rocks. They are classified by their depositional environment and associated proportions of mafic and/or felsic igneous rocks to sedimentary rocks. There are five general classifications (Franklin et al., 2005) based on rock type and depositional environment:

 

·Mafic rock dominated often with ophiolite sequences, often called Cyprus type.

 

·Bimodal-mafic type with up to 25% felsic volcanic rocks.

 

·Mafic-siliciclastic type with approximately equal parts mafic and siliciclastic rocks, which can have minor felsic rocks and are often called Besshi type.

 

·Felsic-siliciclastic type with abundant felsic rocks, less than 10% mafic rocks and shale rich.

 

·Bimodal-felsic type where felsic rocks are more abundant than mafic rocks with minor sedimentary rocks also referred to as Kuroko type.

 

Prior to any subsequent deformation and/or metamorphism, these deposits are often bowl- or mound-shaped with stockworks and stringers of sulphide minerals found near vent zones. These types of deposit exhibit an idealized zoning pattern as follows:

 

·Pyrite and chalcopyrite near vents.

 

·A halo around the vents consisting of chalcopyrite, sphalerite and pyrite.

 

·A more distal zone of sphalerite and galena and metals such as manganese.

 

·Increasing manganese with oxides such as hematite and chert more distal to the vent.

 

Alteration halos associated with VMS deposits often contain sericite, ankerite, chlorite, hematite and magnetite close to the VMS with weak sericite, carbonate, zeolite, prehnite and chert more distal. These alteration assemblages and relationships are dependent on degree of post deposition deformation and metamorphism. A modern analogue of this type of deposit is found around fumaroles or black smokers in association with rift zones.

 

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8.3Comment on Section 8

 

In the Ambler Mining District, VMS-like mineralization occurs in the Ambler Sequence schists over a strike length of approximately 110 km. These deposits are hosted in volcaniclastic, siliciclastic and calcareous metasedimentary rocks interlayered with mafic and felsic metavolcanic rocks. Sulphide mineralization occurs above the mafic metavolcanic rocks but below the Button schist, a distinctive district wide felsic unit characterized by large K-feldspar porphyroblasts after relic phenocrysts. The presence of the mafic and felsic metavolcanic units is used as evidence to suggest formation in a rift-related environment, possibly proximal to a continental margin. Based on these characteristics, the Arctic deposit is similar to Kuroko-type VMS deposits.

 

Historic interpretation of the genesis of the Ambler Schist belt deposits has called for a syngenetic VMS origin with steep thermal gradients in and around seafloor hydrothermal vents resulting in metal deposition due to the rapid cooling of chloride-complexed base metals. A variety of VMS types have been well documented in the literature (Franklin et al., 2005) with the Ambler Schist belt deposits most similar to deposits associated with bimodal felsic dominant volcanism related to incipient rifting.

 

The majority of field observations broadly support such a scenario at the Arctic deposit and include: 1) the tectonic setting with Devonian volcanism in an evolving continental rift; 2) the geologic setting with bimodal volcanic rocks including pillow basalts and felsic volcanic tuffs; 3) an alteration assemblage with well-defined magnesium-rich footwall alteration and sodium-rich hanging wall alteration; and 4) typical polymetallic base-metal mineralization with massive and semi-massive sulphides.

 

A preserved sulphide-smoker occurrence has been tentatively identified near Dead Creek, northwest of the Arctic deposit and suggests local hydrothermal venting during deposition. However, the lack of stockworks and stringer-type mineralization at the Arctic deposit suggest that the deposit may not be a proximal vent-type VMS. Although the deposit is stratiform in nature, it exhibits characteristics and textures common to replacement-style mineralization. At least some of the mineralization may have formed as a diagenetic replacement.

 

A VMS model is considered applicable for use in exploration targeting in the Project area.

 

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9Exploration

 

9.1Introduction

 

Table 9-1 summarizes the exploration work conducted by NovaGold and Trilogy Metals from 2004 to the present. Field exploration was largely conducted during the period between 2004 to 2007 with associated engineering and characterization studies between 2008 and the present.

 

Table 9-1        Summary of Trilogy/NovaGold Exploration Activities Targeting VMS-style Mineralization in the Ambler Sequence Stratigraphy and the Arctic Deposit

 

Work Completed Year Details Focus
Geological Mapping
- 2004 - Arctic deposit surface geology
- 2005 - Ambler Sequence west of the Arctic deposit
- 2006 - COU, Dead Creek, Sunshine, Red
- 2015, 2016 SRK Geotechnical Structural Mapping
- 2016 - Arctic deposit surface geology
Geophysical Surveys
SWIR Spectrometry 2004 2004 drill holes Alteration characterization
TDEM 2005 2 loops Follow-up of Kennecott DIGHEM EM survey
2006 13 loops District targets
2007 6 loops Arctic extensions
Downhole EM 2007 4 drill holes Arctic deposit
VTEM Plus (Versatile Time Domain Electromagnetic) airborne helicopter geophysical 2019 400m line spacing with 200m infill with tie lines 4000m spacing Ambler Mining District and Cosmos Hills with infill over Arctic, Sunshine and Horse-Cliff
ZTEM (Z-Axis Tipper Electromagnetic) airborne helicopter geophysical 2019 400m line spacing with tie lines 4000m spacing Ambler Mining District and Cosmos Hills with infill over Arctic, Sunshine and Horse-Cliff
Geochemistry
- 2005 - Stream silts – core area prospects
- 2006 - Soils – core area prospects
- - Stream silts – core area prospects
- 2007 - Soils – Arctic deposit area
Survey
Collar 2004 to 2011, 2018, 2019 DGPS All 2004 to 2019 NovaCopper drill holes
2004, 2008 Resurveys Historical Kennecott drill holes
Photography/Topography 2010 - Photography/topography
LiDAR Survey 2015, 2016 - LiDAR over Arctic Deposit
Technical Studies
Geotechnical 2010 BGC Preliminary geotechnical and hazards
ML/ARD 2011 SRK Preliminary ML and ARD
Metallurgy 2012 SGS Preliminary mineralogy and metallurgy

 

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Work Completed Year Details Focus
Geotechnical and Hydrology 2012 BGC Preliminary rock mechanics and hydrology
Geotechnical and Hydrology 2015, 2016, 2018, 2019 SRK Arctic P
FS and FS slope design
ML/ARD 2015, 2016, 2017, 2018, 2019 SRK Static kinetic tests and ABA update - ongoing
Metallurgy 2015, 2016, 2017, 2018, 2019 SGS, ALS Cu-Pb Separation Testwork; Flotation and Variability Testwork; SAG Mill Comminution (SMC) Testwork, filtration Testwork, thickener Testwork, and tailings settling testing
Project Evaluation
Resource Estimation 2008 SRK Resource estimation
PEA 2011 SRK PEA - Underground
2012 Tetra Tech PEA – Open Pit
PFS 2018 Ausenco Pre-Feasibility Study
Note:SWIR = short wave infrared; LiDAR = light detection and ranging; ML = metal leaching; BGC = BGC Engineering Inc.; SGS = SGS Canada; ALS = ALS Metallurgy; PEA = preliminary economic assessment

 

9.2Grids and Surveys

 

Survey and data capture during the Kennecott’s programs’ used the UTM coordinates system Zone 4, NAD27 datum. In 2010, NovaGold converted all historical geology and topographic data for the Arctic deposit into the NAD83 datum for consistency. At that time NovaGold contracted WH Pacific, Inc. (WHPacific) to re-establish project-wide survey control and benchmarks for the Arctic deposit. Current Mineral Resource estimate and geologic models use topography completed in 2010 by PhotoSat Inc. The resolution of the satellite imagery used was at 0.5 m and a 1 m contour map and digital elevation model were generated.

 

Trilogy Metals retained WHPacific (and sub-consultant Quantum Spatial, Inc.) to conduct an aerial LiDAR survey over the Upper Kobuk area during 2015. Due to scheduling difficulties and poor weather conditions only 70% of the survey was completed in 2015. The remaining 30% of the aerial survey, as well as the final post-processing work, was completed between June and October 2016.

 

9.3Geological Mapping

 

NovaGold focused its exploration mapping efforts on an area covering approximately 18 km of strike length of the permissive Ambler Sequence rocks of the Schist belt stratigraphy. This area is centered on the Arctic deposit and covers the thickest portion of the Ambler Sequence rocks. The area covers many of the most notable mineralized occurrences including the Red prospect east of the Kogoluktuk River, the Arctic deposit, and the nearby occurrences at the West Dead Creek and Dead Creek prospects, and the CS, Bud and Sunshine prospects west of the Shungnak River.

 

In 2004, mapping focused on the surface geology in and around the Arctic deposit while exploration in 2005 extended the Ambler Sequence stratigraphy to the west. In 2006 with expansion of the exploration focus to encompass the immediate district and to support a major TDEM geophysical program, mapping was extended to include the area between the Sunshine prospect on the west and the Red prospect on the east. Figure 9-1 shows areas mapped by successive campaigns, which resulted in the geological interpretation shown in Figure 7-4.

  

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Figure 9-1          Mapping Campaigns in and around the Arctic Deposit (Trilogy Metals, 2019)

 

SRK was contracted in 2015 to create a structural geology model primarily based on brittle structures of the Arctic deposit for pit design and mine scheduling. The majority of the structural mapping took place along the north-south trending Arctic Ridge, and along the northwest trending ridge above a cirque to the south of the deposit, both of which provided the greatest exposure.

 

Geologic and structural mapping were completed by Trilogy Metals geologists during the 2016 field season. The objectives of the mapping project were threefold; 1) to ground-truth the northeast and north-south trending fault structures identified by SRK in 2015 and to otherwise support SRK’s 2016 geotechnical mapping efforts, 2) field check the outcrops mapped in 2006 and 2008 recorded in the current GIS database, and 3) determine the nature of the Warm Springs Fault by mapping in the immediate hangingwall of this apparent structural feature. The first objective was successfully accomplished and the pending SRK geotechnical structural model was considered to be robust. The two other objectives were partly met during the short field season.

 

9.4Geochemistry

 

Soil and silt geochemical sampling was used to target many of the VMS prospects in the Ambler Sequence particularly in the core area around the Arctic deposit. Between 2005 and 2007, NovaGold collected 2,272 soils and 278 silt samples. Much of the reconnaissance soil sampling used gridding layouts of 200 m lines and 50 m sample intervals oriented perpendicular to stratigraphy. Results of the sampling were used to refine areas for geophysical surveying, and to define drill targets.

 

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Soil and silt samples were submitted directly to either ALS Minerals in Fairbanks (a division of ALS Global, formerly ALS Chemex) or Alaska Assay Labs in Fairbanks for sample preparation. The samples were dried and sieved to 80 mesh and forwarded to ALS Minerals for analysis. The samples were analyzed using the ME-ICP61 method and a four acid near total digestion with 27 elements measured (silver, aluminum, arsenic, barium, beryllium, bismuth, calcium, cadmium, cobalt, copper, chromium, iron, potassium, magnesium, manganese, molybdenum, sodium, nickel, phosphorus, lead, sulphur, antimony, strontium, titanium, vanadium, tungsten, and zinc).

 

9.5Geophysics

 

During NovaCopper’s tenure, the geophysical methodology was largely focused on ground and downhole EM methods to follow-up on the 1998 DIGHEM airborne EM survey conducted by Kennecott.

 

From 2005 to 2007, NovaCopper conducted TDEM surveys and completed 21 different loops targeting the Arctic deposit, extensions to the Arctic deposit and a series of DIGHEM airborne anomalies in and around known prospects and permissive stratigraphy. Table 9-2 summarizes the TDEM loops and locations.

 

Frontier Geosciences of Vancouver, BC completed all of the geophysical programs using a Geonics PROTEM 37 transmitter, a TEM-57 receiver and either a single channel surface coil or a three component BH43-3D downhole probe.

 

Table 9-2         TDEM Loops and Locations

 

Area 2005 2006 2007
Arctic 1 - 6
COU 1 3 -
Dead Creek - 4 -
Sunshine - 2 -
Red - 1 -
Tom Tom - 1 -
Kogo/Pipe - 2 -
Total 2 13 6

 

In addition to the TDEM surveys, Frontier Geosciences surveyed four drill holes (AR05-89, AR07-110, AR07-111, and AR07-112). All of the drill holes produced off-hole anomalies, notably AR07-111, which showed evidence of a strong EM conductor north of the hole. Follow-up of this conductor is warranted.

 

In 2019, Trilogy Metals contracted GeoTech Ltd. of Aurora, Ontario to complete VTEM Plus (Versatile Time Domain Electromagnetic) and ZTEM (Z-Axis Tipper Electromagnetic) airborne helicopter geophysical surveys over the Cosmos Hills and the Ambler VMS belt. These survey methods are a significant upgrade over the previous DIGHEM survey flown by Kennecott in 1998 over the VMS belt and the DIGHEM survey flown by NovaGold over the Bornite Sequence in 2006 due to the greater resolution and deeper penetration ability. The magnetic field was also measured using a cesium vapor sensor, though radiometric data were not collected due to snow cover.

 

The program was designed, managed, and results interpreted by Resource Potential, a geophysical consulting company based out of Perth, Australia.

 

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The VTEM survey was flown at a 400 m line spacing over the Ambler VMS Belt along lines oriented at 20°-200° azimuths for the western portion of the belt and along north-south lines for the eastern portion (see Figure 9-2). In-fill lines at 200 m spacing were flown over the Arctic, Sunshine, and Horse-Cliff areas to provide greater resolution in those high priority areas. Tie lines at ~4 km spacing were flown perpendicular to the EM flight lines to provide control for the magnetic survey.

 

 

Figure 9-2           VTEM flight lines over the Ambler Belt and Cosmos Hill prospective areas (Trilogy Metals, 2019)

 

The ZTEM survey was flown along lines with the same orientation as the VTEM survey at 400m line spacing, with tie lines at every 4 km. (Figure 9-3). Resource Potential re-processed the data from GeoTech and provided a 3D EM block model and both plan view depth slices and sectional EM images for the ZTEM survey. Several anomalies from both the VTEM and ZTEM surveys were identified that need further evaluation.

  

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Figure 9-3           ZTEM flight lines over the Ambler VMS Belt and the Bornite deposit (Trilogy Metals, 2019)

 

9.6Petrology, Mineralogy and Research Studies

 

Trilogy Metals supported a series of academic studies of the Arctic deposit. In 2009, Danielle Schmandt completed an undergraduate thesis entitled “Mineralogy and Origin of Zn-rich Horizons within the Arctic Volcanogenic Massive Sulphide deposit, Ambler District, Alaska” for Smith College. The Schmandt thesis focused on a structural and depositional reconstruction of the Arctic deposit with the goal of locating the hydrothermal vents to aid in exploration vectoring.

 

Bonnie Broman, a Trilogy Metals geologist, completed a Master of Science thesis for in 2014 at the University of Alaska-Fairbanks, focusing on the nature and distribution of the silver-bearing mineral species within the Arctic deposit. The thesis is titled “Metamorphism and Element Redistribution: Investigations of Ag-bearing and associated minerals in the Arctic Volcanogenic Massive Sulfide deposit, SW Brooks Range, NW Alaska”.

 

9.7Geotechnical, Hydrogeological and Geochemical Acid Base Accounting Studies

 

9.7.1Geotechnical and Hydrogeological Assessments

 

SRK reviewed the previous work and recommendations, identified potential risks and opportunities and designed a field program to update the structural, geotechnical and hydrogeological models to support the 2020 FS. Phase 2 involved the completion of the designed field program, which allowed for the structural, hydrogeological and geotechnical models to be updated. After these updates had been completed the bench, inter-ramp and overall slope design criteria for the planned Arctic open pit were updated and evaluated with a focus on the interaction with the talc exposures and foliation fabric during construction.

 

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9.7.1.1Data Sources

 

Five dedicated geotechnical-hydrogeological drill holes were completed during the 2015 and 2016 field seasons, and geotechnical logging was completed on a further 15 resource drill holes. Nine dedicated geotechnical-hydrogeological drill holes were completed in 2019. This work was complemented by structural mapping, acoustic televiewer surveys, and hydrogeological installations. Laboratory strength testing was completed on resource and geotechnical-hydrogeological drill holes.

 

9.7.1.2Geology and Structure

 

The talc alteration occurs as continuous to semi-continuous massive bands that locally host economic mineralization many metres thick to much thinner (2 to 20 cm) bands parallel to the dominant foliation within more competent quartz-mica and quartz-chlorite mica schists. Both occurrences represent potential weak or slip foliation surfaces. Trilogy Metals developed talc wireframes delineating the spatial distribution and extent of the main talc-rich horizons (Figure 9-4). These wireframes were used in the geotechnical and hydrogeological assessments.

 

 

Figure 9-4       Isometric view (looking West) of Talc Zone domain modeled by Trilogy (2020) using Leapfrog on the EoY12 design pit (Wood, 2019).

 

Pervasive weathering is present in the upper levels of the Arctic deposit. SRK has reviewed the geotechnical data and core photographs in order to define a base of weathering isosurface that represented the boundary of the upper, more pervasive weathering.

 

SRK updated the 3-D structural model by integrating new structural drill hole data into the model, refining existing structures and modelling additional faults. The “structural matrix”, which provides information on the physical properties and confidence of major and minor structural features, was also updated. The final structural model is shown in Figure 9-5.

 

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Figure 9-5            SRK Structural Model used in the Slope Stability Analysis on the EoY12 design pit (Wood, 2019).

 

Six structural and geomechanical domains were identified (Figure 9-6). These domains, each containing discontinuity sets and major structures, formed the basis of a kinematic assessment.

 

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Figure 9-6         Location Plan, Structural and Geomechanical Domains (Wood, 2019)

 

9.7.1.3Rock Mass Assessment

 

Based on similar geotechnical conditions, most lithological units have been grouped together into broad domains represented by the Upper and Lower Plates (separated by the Warm Springs Fault). The exceptions to these groupings are the weaker talc units, shallow weathered material, and fault zones. The following rock mass domains were defined:

 

·Upper Plate

 

·Lower Plate

 

·Weathered

 

·Talc zone

 

·Fault zones

 

Mean rock mass parameter values and ranges were defined for each rock mass domain (e.g., fracture frequency, rock mass rating). Particular attention was paid to the assessment of intact rock strength within the defined rock mass domains. Laboratory strength testing, supported by point load testing and empirical field estimates, suggests that strength within the various lithological groups of the Upper and Lower Plates is reasonably homogeneous (Table 9-3).

  

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Table 9-3          Summary of derived rock mass parameter values per rock mass domain.

 

Domain RQD (%) FF/m UCS
MPa
RMR89 Joint Condition
(0-30)
RMR89 GSI Ei
(GPa)
mi
Upper Plate 85-95 1-4 50-60 20 60-70 55-65 18 18
Lower Plate 75-85 2-5 50-60 19 55-65 50-60 18 18
Weathered 45-55 10-20 40-50 16 40-50 35-45 18* 13**
Talc Zone 20-40 25-40 1-5 10 20-30 15-25 4 6
Faults 0-20 > 40 30-40 16 30-40 25-35 ND ND

*estimated parameter **after BGC (2012)

ND – no data available; estimated for numerical modelling

 

The Talc zone domain consisting of talc schist (TS) and chlorite-talc schist (ChTS), represents the weakest rock type (outside of fault zones) observed at the Arctic deposit. The domain is characterized by low intact rock strength, well developed S1/S0 fabric and low shear strength discontinuity surfaces. The extent and persistence of the unit is of concern for pit slope stability.

 

9.7.1.4Kinematic Stability Assessment

 

A complete assessment of bench and inter-ramp kinematic stability was undertaken. Full descriptions of toppling, planar, and wedge instability risks were provided per geomechanical domain and design sector.

 

The most significant discontinuity sets, in terms of limiting slope angles, are related to shallow to intermediate dipping S1/S0 fabric, which impacts the northeast, east and southeast slopes.

 

9.7.1.5Hydrogeology

 

Pit water management is discussed in Section 16.8.

 

Hydrogeological investigations and assessments were completed for both the open pit and valley bottom water/waste management areas.

 

Hydrogeological data are available from 39 boreholes; 15 in the area of the open pit area and 24 in the valley bottom area, comprising;

 

·Hydrogeologic testing data from 50 packer-based hydraulic tests; 11 slug tests; two pumping tests in valley bottom, each with an observation well; three injection tests in pit area, one of six hours duration and two greater than 24 hours, each with monitoring at nearby vibrating wire piezometers (VWPs); 122 particle size distributions from test pits in valley floor.

 

·Water level data from 24 VWPs in pit area; 12 water level dataloggers in valley bottom.

 

·Dedicated ground temperature cables at six locations in valley floor; temperature from all VWP sensors, including those in the open pit area.

 

·22 monitoring wells and two pumping wells in valley bottom; three standpipe piezometers in pit area.

 

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Data have been used to develop conceptual models for the project area and hydrostratigraphic units:

 

·Overburden is thickest in the valley bottom, typically ranging between 10 m to 20 m with localized areas of 25 m or more. It is comprised of colluvium and glacial till. On the valley sides, and in the area of the pit, overburden thickness is relatively minor, typically around 5 m or less.

 

·Weathered bedrock, defined as bedrock with enhanced permeability due to weathering or isostatic rebound post-glaciation, typically ranges between 0 m to 60 m thickness based on available drill hole data. Specific testing of weathered bedrock was completed in valley bottom drill holes; presence of weathered bedrock in the pit area was inferred from logging.

 

·Competent bedrock encompasses all lithologic units, in both the valley bottom and pit areas, with sub-units that include: upper and lower fractured bedrock (upper and lower are relative to talc position); talc unit; fault barriers; fault conduits

 

The talc unit is present in the pit area, with relatively low hydraulic conductivity and is considered an aquitard, but the aquitard is likely discontinuous based on talc distribution and thickness.

 

Testing of specific geological structures was completed in the pit area. Results range from similar to surrounding bedrock to higher or lower permability (K). No continuous, relatively high or relatively low permeability structures were identified.

 

The hydrogeological conceptual model for valley bottoms is relatively simple. Overall water flow directions are similar to the topography, with the majority of water flow at relatively shallow depth in overburden or weathered bedrock flowing towards valley bottoms. In the valley bottom, overburden heterogeneity exists, with flow occurring within relatively coarser grained, higher hydraulic conductivity units and weathered bedrock. The majority of groundwater flow in the Subarctic Creek watershed is assumed to discharge to Subarctic Creek. Flow within competent bedrock is much lower in magnitude.

 

Figure 9-7 presents the conceptual hydrogeological model for the pit area. Overall flow directions follow topography, with flow systems all within the competent bedrock hydrostratigraphic unit, with the talc, upper and lower fractured bedrock and structures sub-units present. Hydraulic gradients are downwards from the upper fractured bedrock sub-unit to the lower fractured bedrock unit, separated by the talc aquitard. The lower fractured bedrock unit is confined at lower elevations, with the potentiometric surface above the talc sub-unit.

 

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Figure 9-7   Summarized Hydrogeological Conceptual Model for Pit Area (Wood, 2019)

 

Pit inflow and pore pressure conditions were assessed using numerical and analytical tools. Table 9-4 summarizes estimated pit inflow for three cases reflecting the range of hydraulic conductivity and groundwater recharge that could be expected based on data and modelling. The “Base Case” estimate reflects groundwater model runs with parameters calibrated to average stream baseflow conditions. “Low Case” and “High Case” estimates reflect model runs with parameters calibrated to minimum and maximum baseflow conditions, respectively. Estimates of pit wall runoff, reflecting direct precipitation on the pit, were obtained from the site wide water balance model, using a runoff coefficient of 0.9. The presented values are annual averages; shorter duration higher peak flows and periods of lower inflow can be expected to occur.

 

Table 9-4    Estimated Pit Inflow

 

        Average Yearly Pit Groundwater Inflow (m3/d)                  
Mining Year       Low Case       Base Case        High Case       Pit Wall Runoff
(m3/d)
      Base Case Total
Inflow (m3/d)
 
                                           
02       130       300       650       1890       2190  
04       150       350       770       2410       2760  
06       160       370       830       2830       3200  
08       160       400       900       3140       3540  
10       170       420       950       3320       3740  
12       180       440       990       3320       3760  

 

Pore pressure influences on slope stability analyses were assessed through combinations of hydrogeological modelling and geotechnical stability modelling. Pore pressures were estimated with four 2-D cross-sectional models that represented the four geotechnical sections used to evaluate slope stability. Conservative model assumptions were used considering the risks posed by the low shear strength of the talc, and uncertainties with hydrogeological conditions (i.e., lateral extent of the hydrostratigraphic zones above the talc, vertical leakage rates between units above and below the talc, and presence of geological structures acting as barriers or conduits).

 

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Sensitivity to model assumptions were tested including variations to hydraulic conductivity of the fractured rock, specific storage, specific yield, as well as to anisotropy within the fractured rock and presence of impermeable geological structures. Results suggested highest sensitivity (as measured via changes in water table distribution and hydraulic head) related to anisotropy and the addition of impermeable geological structures.

 

Pore pressure modelling results were used in slope stability modelling and pore pressure management is discussed in Section 16.7.2.

 

9.7.1.6Stability Modelling

 

The minimum acceptable factor of safety (FoS) for the planned Arctic open pit varies depending on the pit slope component. Based upon the current plans, there is no major infrastructure set to be constructed proximal to any pit walls. If this were to change, it would be necessary to examine the selected acceptance criteria. Table 9-5 summarizes the selected acceptance criteria for the Arctic pit slope design.

 

Table 9-5    Selected slope stability acceptance criteria

 

   Acceptance Criteria (1) 
   Static   Dynamic 
Slope Component  Minimum FoS   Maximum PoF
Displayed as Probability of
FoS ≤ 1 (%)
   Minimum FoS   Maximum PoF
Displayed as Probability
of FoS ≤ 1 (%)
 
Bench   1.1    50%   NA    50%
Inter-ramp   1.3    10%   1.1    10%
Overall   1.3    5%   1.1    5%

 

(1) FoS = Factor of Safety and PoF = Probability of Failure

 

Two dimensional (2-D) RS2 modelling results, carried out on four sections around the pit, validated the findings from the kinematic assessment and suggest that final pit wall slopes are sensitive to the pore pressure when the talc layers are exposed in the pit walls and relatively insensitive to pore pressure in other scenarios. A seismic hazard assessment was incorporated considering the annual exceedance probability of 10% chance of being exceeded in 50 years indicating a peak ground acceleration of 0.26 g for the region of the proposed Artic Pit. The peak ground acceleration used to evaluate the 2-D sections was a conservative 66% of the estimated regional peak ground acceleration for this region, or 0.17.

 

Three dimensional (3-D) RS3 modelling focused on analyzing the stability of the east and northeast walls that are designed to be mined to foliation fabric and contain talc layers. These slope areas did not meet the stability design criteria in 2-D but it was anticipated that confinement in 3D would improve slope performance. The effect of pore pressures was not analyzed in 3-D due to limitations with the software when modelling complex groundwater conditions. As with the results of the 2-D findings, the absence of pore pressure in the 3-D model was assumed to be representative if the pore pressure management plan successfully drains the groundwater above the talc zones.

 

The 3-D analysis result suggests that the area in the northeast wall above the Cz Talc Zone is, in terms of stability, the most sensitive slope to shear strength reduction. The resulting SRF of 1.3, although meeting the design criteria, represents an optimistic estimation of the factor of safety as the strengths of the talc zone and foliation could be lower.

 

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9.7.1.7Slope Design

 

Slope design recommendations were based on the findings of the kinematic evaluation, with additional adjustments from the numerical modelling analyses. Hydrogeological influences were considered in the 2-D numerical stability analyses using the predictions of phreatic surfaces in the interim and final pit phases. The models suggested that stability of the north east and east wall was dependent on successful management of the pore water pressures. Slope angles were determined for each slope design sector as seen in Figure 9-8.

 

 

Figure 9-8   Recommended Inter-Ramp Angles by Slope Design Sector (Wood, 2019)

 

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9.7.2Acid Base Accounting Studies

 

Five geochemical sampling campaigns in 1998, 2010, 2013, 2015 and 2016 resulted in accumulation of a dataset of 1,557 samples tested using various methods. In January 2017, following a large (1004 sample) infill sampling campaign in 2016, Trilogy Metals consolidated the databases, which enabled SRK to use the geochemical database and mineralogical data to develop site-specific methods for acid potential (AP) and neutralization potential (NP) (SRK 2019).

 

About 75% of samples were classified as potentially acid generating (PAG), which is defined as total sulfur content > 0.1% and NP/AP<2 where NP and AP are calculated using site-specific methods. Acid rock drainage (ARD) potential occurs in all rock types to varying degrees. Ore and the associated Gray Schist have the strongest ARD potential, followed by felsic schists. The rock types with weaker ARD potential are chlorite talc schist and metarhyolite porphyry.

 

In 2017 and 2019, tailings generated by metallurgical testing were tested for acid-base accounting (ABA) methods and found to have potential for acid generation.

 

9.7.3Geochemical Kinetic Studies

 

9.7.3.1Waste Rock Program

 

Geochemical kinetic testing using six rock type composites was initiated in 2015. The composites were used to fill seven barrels (including one duplicate) at the site with 240 to 270 kg of waste rock in each test. Leachates from the barrels were collected and tested once in 2015 and three to five times during each summer from 2016 through 2019. Parallel laboratory humidity cells were also initiated in 2015 and are evaluating the weathering behaviour of the composites. The humidity cells had been operating for 232 weeks as of April 8, 2020.

 

An additional 10 waste rock humidity cell tests (HCTs) were initiated in 2019. While the tests initiated in 2015 generally represented typical compositions of the main waste rock types in terms of sulfur content, the tests initiated in 2019 were designed to represent the range of compositions present for key parameters such as selenium and sulfur, including some tests that would represent “worst case” conditions. These humidity cells had been operating for 48 weeks as of April 6, 2020.

 

All of the kinetic samples (from both the 2015 and 2019 programs) have the potential to generate acid. To date, five HCTs have generated acid (pH<5) including two samples of Gray Schist, and one sample each of metarhyolite porphyry, quartz mica schist, and aphanitic metarhyolite. A further five tests (of Gray Schist, metarhyolite porphyry, chlorite-talc schist, and two quartz-mica schist tests) had declining pHs that were most recently between pH 6.0 and 6.5 indicating that carbonate minerals have likely been exhausted and acid generation is buffered by silicate minerals. pH is expected to continue declining in the tests. The remaining tests had recent pHs of 7.0 to 7.3 and were likely still buffered by carbonate minerals. The test work has provided data on metal release rates under acidic and non-acidic conditions which have been used to estimate waste rock contact water composition.

 

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9.7.3.2Tailings Program

 

Kinetic testing of tailings from the 2017 and 2019 metallurgical test programs has been in operation for 156 weeks and 36 weeks respectively (as of early April 2020). Both sets of tailings are undergoing testing in HCTs, and the 2019 tailings are also undergoing subaqueous column testing. None of the tests have generated acid and recent pHs are in the range from 7.0 to 7.3. The HCT testwork has provided data on metal release rates under non-acidic conditions which have been used to estimate contact water composition of tailings upon exposure to subaerial weathering. Subaqueous column results will be used for predicting tailings water chemistry during operations and for refining predictions of tailings water upon closure as water is drawn down in the tailings management facility (TMF) and porewater is released during tailings consolidation.

 

9.7.3.3Ore Program

 

Kinetic testing of an ore composite was initiated in 2019. The HCT had been operating for 48 weeks as of April 6, 2020. The sample had not generated acid and recent pHs are in the range of 7.3 to 7.4. The test work has provided data on metal release rates under non-acidic conditions which have been used to estimate the ore contact water composition.

 

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10Drilling
  
10.1Introduction

 

Drilling at the Arctic deposit and within the Ambler Mining District has been ongoing since the initial discovery of mineralization in 1967. Approximately 60,857 m of drilling has been completed within the Ambler Mining District, including 42,571 m of drilling in 207 drill holes at the Arctic deposit or on potential extensions in 29 campaigns spanning 52 years. Drilling outside the Arctic deposit area is discussed in Section 10.8.

 

All of the drill campaigns at the Arctic deposit have been run under the supervision of either: 1) Kennecott and its subsidiaries (BCMC), 2) Anaconda, or 3) Trilogy Metals and its predecessor companies, NovaGold and NovaCopper. Table 10-1 summarizes operators, campaigns, holes and metres drilled on the Arctic deposit. All drill holes listed in Table 10-1, except five holes drilled in 2017 for metallurgical purposes, 24 holes drilled in 2018 for geotechnical parameters at the proposed site facilities, and nine holes drilled in 2019 which were to support the geotechnical and hydrogeological studies, were considered for use in the estimate of Mineral Resources described in Section 14.

 

Table 10-1   Companies, Campaigns, Drill Holes and Metres Drilled at the Arctic Deposit

 

Year   Company  No. of Holes   Metres 
 1967   BCMC   7    752 
 1968   BCMC   18    3,836 
 1969   BCMC   3    712 
 1970   BCMC   3    831 
 1971   BCMC   1    257 
 1972   BCMC   1    407 
 1973   BCMC   2    557 
 1974   BCMC   3    900 
 1975   BCMC   26    4,942 
 1976   BCMC, Anaconda   10    805 
 1977   BCMC, Anaconda   4    645 
 1979   BCMC, Anaconda   3    586 
 1980   Anaconda   1    183 
 1981   BCMC, Anaconda   2    632 
 1982   BCMC, Anaconda   5    677 
 1983   BCMC   1    153 
 1984   BCMC   2    253 
 1986   BCMC   1    184 
 1998   Kennecott   6    1,523 
 2004   NovaGold   11    2,996 
 2005   NovaGold   9    3,393 
 2007   NovaGold   4    2,606 
 2008   NovaGold   14    3,306 
 2011   NovaGold   5    1,193 
 2015   NovaCopper   14    3,055 
 2016   Trilogy Metals   13    3,058 
 2017   Trilogy Metals   5    790 
 2018   Trilogy Metals   24    906 
 2019   Trilogy Metals   9    2,433 
 Total   -   207    42,571 

 

Figure 10-1 shows the locations of drill holes in the vicinity of the Arctic deposit.

 

Trilogy Metals and its predecessor company NovaGold drilled 29,531 m in 108 drill holes targeting the Arctic deposit and several other prospects within the Ambler Schist belt. Table 10-2 summarizes all the Trilogy Metals/NovaGold tenure drilling on the Project.

 

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Table 10-2     Summary of Trilogy/NovaGold Arctic Deposit Drilling

 

Year   Metres   No. of
Drill Holes
   Sequence  Purpose of Drilling
2004    2,996    11   AR04-78 to 88  Deposit scoping and verification
2005    3,030    9   AR05-89 to 97  Extensions to the Arctic deposit
2006***   3,100    12   AR06-98 to 109  Property-wide exploration drilling
2007    2,606    4   AR07-110 to 113  Deep extensions of the Arctic deposit
2008*   3,306    14   AR08-114 to 126  Grade continuity and metallurgy
2011    1,193    5   AR11-127 to 131  Geotechnical studies
2012***   1,752    4   SC12-014 to 017  Exploration drilling – Sunshine
2015    3,055    14   AR15-132 to 145  Geotechnical-hydrogeological studies, resource infill
2016    3,058    13   AR16-146 to 158  Geotechnical-hydrogeological studies, resource infill
2017**   790    5   AR17-159 to 163  Ore sorting studies
2018**   906    24   GT18-AR-01 to 19
MS18-AR-01 to 05
  Geotechnical studies for site facilities
2019**   2,433    9   AR19-0164 to 172  Geotechnical and hydrogeological studies for 2020 FS

 

Notes:

 

** Holes drilled in 2017, 2018, and 2019 are not included in the current resource estimate as they were completed for metallurgical purposes, geotechnical site facilities studies, and geotechnical-hydrogeological studies for feasibility.

 

*** Drilling in 2006 and 2012 targeted exploration targets elsewhere in the VMS belt.

 

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Figure 10-1     Plan Map of Drill Holes in the Vicinity of the Arctic Deposit (Trilogy Metals, 2020)

 

10.2Drill Companies

 

Over the Arctic Project’s history, a relatively limited number of drill companies have been used by both Kennecott and Trilogy/NovaGold at the Arctic deposit. During Kennecott’s work programs, Sprague and Henwood, a Pennsylvania-based drilling company was the principal contractor. Tonto Drilling provided services to Kennecott during Kennecott’s short return to the district in the late 1990s. NovaCopper and NovaGold used Boart Longyear as their only drill contractor. Trilogy Metals has used Major or Tuug Drilling. Table 10-3 summarizes drill companies and core sizes used.

 

Table 10-3      Drill Contractors, Drill Holes, Meterage and Core Sizes by Drill Campaign at the Arctic Deposit

 

Year  Company  No. of
Drill Holes
   Metres   Core Size  Drill Contractor
1967  Bear Creek   7    4,752   BX  Sprague and Henwood
1968  Bear Creek   18    3,782   BX  Sprague and Henwood
1969  Bear Creek   3    712   BX  Sprague and Henwood
1970  Bear Creek   3    831   BX  Sprague and Henwood
1971  Bear Creek   2    257   BX?  Sprague and Henwood
1972  Bear Creek   1    407   BX?  Sprague and Henwood
1973  Bear Creek   2    557   BX?  Sprague and Henwood

 

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Year  Company  No. of
Drill Holes
   Metres   Core Size  Drill Contractor
1974  Bear Creek   3    900   NX and BX  Sprague and Henwood
1975  Bear Creek   26    4,942   NX and BX  Sprague and Henwood
1976  Bear Creek   8    479   NXWL and BXWL  Sprague and Henwood
1977  Bear Creek   3    497   NXWL and BXWL?  Sprague and Henwood
1979  Bear Creek   2    371   NXWL and BXWL?  Sprague and Henwood
1981  Bear Creek   1    458   NXWL and BXWL?  Sprague and Henwood
1982  Bear Creek   4    494   NXWL and BXWL?  Sprague and Henwood
1983  Bear Creek   1    153   NXWL and BXWL?  Sprague and Henwood
1984  Bear Creek   2    253   NXWL and BXWL?  Sprague and Henwood
1986  Bear Creek   1    184   NXWL and BXWL?  Sprague and Henwood
1998  Kennecott   6    1,523   HQ  Tonto
2004  NovaGold   11    2,996   NQ and HQ  Boart Longyear
2005  NovaGold   9    3,393   NQ and HQ  Boart Longyear
2007  NovaGold   4    2,606   NQ and HQ  Boart Longyear
2008  NovaGold   14    3,306   NQ and HQ  Boart Longyear
2011  NovaGold   5    1,193   NQ3 and HQ3  Boart Longyear
2015  Trilogy Metals   14    3,055   NQ and HQ  Boart Longyear
2016  Trilogy Metals   13    3,058   NQ and HQ  Boart Longyear
2017  Trilogy Metals   5    790   PQ  Major Drilling/Tuuq Drilling
2018  Trilogy Metals   24    906   PQ  Tuuq Drilling
2019  Trilogy Metals   9    2,433   PQ and HQ3  Tuuq Drilling

 

Sprague and Henwood used company-manufactured drill rigs during their work programs on the Project. Many of their rigs remain at the Bornite deposit and constitute a historical inventory of 1950s and 1960s exploration artifacts. The 2004 to 2011 Trilogy Metals/NovaGold drill programs used a single skid-mounted LF-70 core rig, drilling HQ (63.5 mm core diameter) or NQ (47.6 mm) core. The drill was transported by skid to the various drill pads using a D-8 bulldozer located on site. The D-8 was also used in road and site preparation. Fuel, supplies and personnel were transported by helicopter. The 2015 and 2016 NovaCopper/Trilogy Metals drill programs used two helicopter-portable LF-70 core rigs, drilling HQ or NQ core. The drill was transported by helicopter to various drill pads. The 2017 Trilogy Metals metallurgical drill program used a helicopter-portable LF-90 core rig, drilling PQ (85 mm) core to be used in future metallurgical testwork. The drill was transported by helicopter to various drill pads. In 2018, Trilogy Metals used a helicopter-portable Durallite 1400N, drilling PQ core to be used for geotechnical studies in plant site facilities. Drilling during 2019 consisted of two helicopter-portable Duralite 1400N core rigs, drilling PQ and HQ core used for geotechnical and hydrogeological studies to support 2020 FS.

 

10.3Drill Core Procedures

 

10.3.1Kennecott

 

There is only partial knowledge of specific drill core handling procedures used by Kennecott during their drill programs at the Arctic deposit. The drill data collected during the Kennecott drilling programs (1965 to 1998) were logged on paper drill logs, copies of which are stored in the Kennecott office in Salt Lake City, Utah. Electronic scanned copies of the paper logs, in PDF format, are held by Trilogy Metals. Drill core was hydraulically split or cut with half core submitted to various assay laboratories and the remainder stored in Kennecott’s core storage facility at the Bornite Camp. In 1995, Kennecott entered the drill assay data, information from the geologic core logs, and the downhole collar survey data into an electronic format. In 2006, NovaGold geologists verified the geologic data from the original paper logs against the Kennecott electronic format, and then merged the data into a Microsoft SQL database.

 

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ALS Minerals was used for analyses submitted by Kennecott. Analyses were conducted primarily by Union Assay Office Inc. of Salt Lake City, Utah. At least six other labs were used during that time period, but mostly as check labs or for special analytical work.

 

10.3.2NovaGold/NovaCopper/Trilogy Metals

 

Throughout Trilogy Metals’ work programs, the following standardized core handling procedures have been implemented. Core is slung by helicopter to either the Dahl Creek (2004 to 2008) or Bornite (2011 to 2019) Camp core-logging facilities. Upon receiving a basket of core, geologists and geotechnicians first mark the location of each drilling block on the core box, and then convert footages on the blocks into metres. All further data capture is then based on metric measurements. Geotechnicians or geologists measure the intervals (or “from/to”) for each box of core using the drilling blocks and written measurements on the boxes.

 

Geotechnicians fill out metal tags with the hole ID, box number and “from/to”, and staple them to each core box. Geotechnicians then measure the core to calculate percent recovery and rock quality designation (RQD).

 

Geologists then mark sample intervals to capture each lithology or other geologically appropriate intervals. Geologists staple sample tags on the core boxes at the start of each sample interval and mark the core itself with a wax pencil to designate sample intervals. Sample intervals used are well within the width of the average mineralized zones in the resource area. This sampling approach is considered appropriate for the style of mineralization and alteration.

 

Core is logged with lithology and visual alteration features captured on observed interval breaks. Geological and geotechnical parameters are recorded based on defined sample intervals and/or drill run intervals (defined by the placement of a wooden block at the end of a core run). Logged parameters are reviewed annually and slight modifications have been made between campaigns, but generally include rock type, mineral abundance, major structures, SG, point load testing, recovery and rock quality designation measurements, and magnetic susceptibility. Mineralization data, including total sulfide (recorded as percent), sulfide type (recorded as an absolute amount), gangue and vein mineralogy are collected for each sample interval with an average interval of approximately 2 m. Structural data are collected as point data. Geotechnical data (core recovery, RQD) are collected over drill run intervals.

 

Drill hole data are recorded in a digital format and, after a QA/QC step, are forwarded to the Database Manager once QA/QC’d, who then imports them into the master database.

 

After logging, the core is digitally photographed and cut in half using diamond core saws. Specific attention to core orientation is maintained during core sawing to ensure the most representative sampling. Not all core is oriented; however, core that has been oriented is identified to samplers by a line drawn down the core stick. If core was not competent, it was split by using a spoon to transfer half of the core into the sample bag.

 

One-half of the core is returned to the core box for storage on site and the other half is bagged and labelled for sample processing and analysis. Select specific gravity measurements are also taken (refer to Section 11.4).

 

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10.4Geotechnical Drill Hole Procedures

 

Five HQ3 (61.1 mm) drill holes were completed during NovaCopper’s 2011 geotechnical site investigation program. The holes were drilled using an LF 70 Boart-Longyear drill and were supervised by BGC on a 24-hour basis. Oriented core measurements were obtained using an ACT II tool. Constant rate injection and falling head packer tests were completed and vibrating wire piezometers (VWPs) equipped with single channel dataloggers (RST Instruments Ltd. DT2011 model) were installed. Geotechnical logging was completed at the drill site by BGC. Point load testing was completed by NovaCopper once the core had been flown by helicopter back to the Bornite Camp. Core sampling for laboratory testing was completed by both BGC and NovaCopper.

 

All drill holes received either a single or a nest of two VWPs with single channel dataloggers. The VWPs were lowered to a pre-selected depth attached to a string of polyvinyl chloride pipes, which was then used as a tremie tube to backfill the hole with cement-bentonite grout. Data from each VWP was recorded by a single channel datalogger with a storage capacity and battery life exceeding one year. Knowledge of the barometric pressure was required for accurate conversion of the vibrating wire piezometer data. A Solinst barologger was installed at AR11-0128 for this purpose. The barologger recorded continuously and downloaded at the same time as the VWP dataloggers. A thermistor was installed at AR11-0129 to monitor ground temperatures. A datalogger was not attached to this instrument, and therefore manual reading was required.

 

Geotechnical and hydrological drilling was completed as summarized in Section 9.7.

 

10.5Collar Surveys

 

10.5.1Kennecott

 

Kennecott provided NovaGold with collar coordinates for all historical holes in UTM coordinates using the NAD27 datum. NovaGold re-surveyed collars of selected historical holes in 2004 and again in 2008. The re-surveys showed little variation compared to the historical surveys.

 

10.5.2NovaGold/NovaCopper/Trilogy Metals

 

Collar location coordinates were determined for the 2004 to 2016 NovaGold/Trilogy Metals drill campaigns with two Ashtech ProMark 2 GPS units using the Riley Vertical Angle Bench Mark (VABM; 611120.442E, 7453467.486N) as the base station for all surveys. Raw GPS data were processed with Ashtech Solutions 2.60 software. All surveyed data were collected in the NAD27 datum and later converted to NAD83.

 

A 2010 survey by a Registered Land Surveyor from WHPa observed differences between the 2010 and historical coordinates used for the Riley VABM, which were of the same magnitude (0.5 m east, 0.1 m north and 1.0 m down) as other Arctic drill collars that were re-surveyed for the third time. A correction was applied to all Arctic drill holes based upon the newly established coordinates for the Riley VABM, together with converting from NAD27 to NAD83 datums. All post 2010 surveys are completed in NAD83.

 

During Tetra Tech’s 2013 site visit, nine drill collars were located using a Garmin™ Etrex 20 GPS unit. The difference between reported and measured positions ranged between 3.4 and 7.8 m with an average discrepancy of 4.8 m. These differences are within the tolerances expected for GPS verification.

 

A Registered Land Surveyor, Eric Cousino of Windy Creek Surveys, completed collar coordinate survey locations of the 2019 drilling in August 2019. The Horizontal Datum used on this project for point position determinations was NAD_83(CORS96)(EPOCH 2003), and the Vertical Datum is NAVD88 computed using Geiod09. Data were output into NAD83 Zone 4N (meters) using JAVAD Justin post-processing software.

 

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10.6Downhole Surveys

 

BCMC did not perform downhole surveys prior to 1971 (drill hole AR-32). In 1971, BCMC began to survey selected (mineralized) drill holes using a Sperry-Sun downhole survey camera usually at 30.5 m (100 ft) intervals. BCMC was able to re-enter and survey a few of the older drill holes. BCMC, and later Kennecott, applied a single azimuth (49°) and uniform dip deviation every 15.24 m (50 ft) that flattens with depth to all holes collared vertically that were not surveyed.

 

Downhole surveys from 2004 to 2017 were collected using either a Reflex EZ-shot camera or a Ranger single-shot tool with individual survey readings collected at the drill rig on approximately 30 to 60 m intervals. During the 2019 drill program, downhole surveys were collected using a continuous north seeking gyroscope with readings collected at the drill rig on roughly 30m intervals. The downhole survey data show a pronounced deviation of the drill holes toward an orientation more normal to the foliation.

 

10.7Recovery

 

10.7.1Kennecott

 

Incomplete Kennecott data exist with regards to overall core recovery but based on 917 intervals of 3.05 m or less in the historical database, the average recovery was 92%. Kennecott RQD measurements in the 1998 program averaged 87.0%. There has been no systematic evaluation of recovery by rock type.

 

10.7.2NovaGold/NovaCopper/Trilogy Metals

 

Core recovery during NovaGold/NovaCopper/Trilogy Metals drill programs were good to excellent, resulting in quality samples with little to no bias. There are no other known drilling and/or recovery factors that could materially impact accuracy of the samples during this period.

 

Table 10-4 shows recoveries and RQD for each of the NovaGold/Trilogy Metals campaigns exclusive of the geotechnical drill holes in 2011.

 

Table 10-4       Recovery and RQD 2004 to 2008 Arctic Drill Campaigns

 

Year  Metres   Recovery (%)   RQD (%) 
2004   2,996    98.0    73.4 
2005   3,030    96.0    74.4 
2007   2,606    95.7    73.1 
2008   3,306    98.0    80.1 
2011   1,193    96.0    68.8 
2015   3,055    91.3    69.0 
2016   3,058    91.5    69.7 
2017   790    95.5    75.0 
2019   2,433    96.3    77.1 

 

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10.8Drill Intercepts

 

All drill holes at the Arctic deposit are collared on surface and are generally vertically oriented, or steeply inclined in a northeast direction. The majority of drill holes are spaced at 75 m to 100 m intervals, but there are rare instances where drill holes are located within 10 m of one another. Drill holes typically intersect the generally shallow-dipping mineralized horizon at approximately right angles.

 

10.9Prospect Drilling

 

Significant exploration drilling has been carried out elsewhere on the Project targeting numerous occurrences along the Ambler Schist belt. Table 10-5 summarizes the drilling on the Project other than that completed on the Arctic deposit.

 

Figure 10-2 shows the locations of known major prospects and drill collar locations for the Ambler Mining District including the Trilogy Metals-controlled Ambler and Bornite sequence targets. Note that some of the drill holes are located outside the current land package held by Trilogy Metals.

 

Table 10-5 Drill, Meterage and Average Drill Depth for Trilogy Ambler Sequence VMS Targets

 

Area  Drill Holes
(number)
   Metres   Average
Depth (m)
 
Dead Creek/West Dead Creek  21   3,470   165 
Sunshine/Bud  42   8,468   201 
Snow/Ambler  11   1,527   139 
Horse/Cliff/DH  22   2,277   104 
Red/Nora/BT  18   2,399   133 
Total  114   18,141   148 

 

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Figure 10-2      Collar Locations and Principal Target Areas – Ambler Mining District (Trilogy Metals, 2020)

 

There have only been three drill campaigns (2006, 2012, and 2019) as shown in Table 10-2 by Trilogy Metals targeting additional prospects beyond the Arctic deposit in the Ambler Schist belt.

 

Exploration in 2006 investigated a series of geophysical anomalies in the central portion of the Ambler Schist belt near the Arctic deposit. Twelve holes totalling 3,100 m were drilled. In 2012, Trilogy Metals drilled an additional four holes totalling 1,752 m to explore the down dip extension of the Sunshine prospect. In 2019, Trilogy Metals drilled six holes totalling 1,357 m to infill around the main deposit of the Sunshine prospect. All programs are summarized in Table 10-6 and Figure 10-3 shows the Sunshine prospect drill hole collar locations.

 

Table 10-6      Trilogy Metals Exploration Drilling – Ambler Schist Belt

 

Hole
ID
  Area  Target  UTM
East
   UTM
North
   Azimuth
(°)
   Dip
(°)
   Depth
(m)
 
AR06-98  COU  EM Anomaly   609490    7454374    0    -90    712.6 
AR06-99  98-3  EM Anomaly   610111    7458248    0    -90    420.0 
AR06-100  98-3  EM Anomaly   609989    7458633    0    -90    225.6 
AR06-101  Red  EM Anomaly   618083    7451673    0    -90    141.7 
AR06-102  Sunshine  West Extension   601176    7457834    30    -65    97.8 

 

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Hole
ID
  Area  Target  UTM
East
   UTM
North
   Azimuth
(°)
   Dip
(°)
   Depth
(m)
 
AR06-103  Red  EM Anomaly   618073    7451806    0    -90    209.7 
AR06-104  Red  EM Anomaly   617926    7451693    0    -90    183.2 
AR06-105  Red  EM Anomaly   618074    7451537    0    -90    136.6 
AR06-106  Red  EM Anomaly   618083    7451677    310    -60    185.0 
AR06-107  Sunshine  West Extension   601018    7458119    30    -60    294.4 
AR06-108  Dead Creek  Downdip Extension   607618    7458406    0    -90    289.0 
SC12-014  Sunshine  Sunshine Extension   601948    7457759    20    -57    537.8 
SC12-015  Sunshine  Sunshine Extension   601860    7457637    20    -65    477.0 
SC12-016  Sunshine  Sunshine Extension   601649    7457637    45    -77    386.2 
SC12-017  Sunshine  Sunshine Extension   602063    7457701    20    -60    351.1 
SC19-018  Sunshine  Sunshine Infill   601748    7457922    15    -52    296.3 
SC19-019  Sunshine  Sunshine Infill   601748.2    7457923    0    -90    160.6 
SC19-020  Sunshine  Sunshine Infill   601863.2    7457873    70    -48    230.4 
SC19-021  Sunshine  Sunshine Infill   601862.2    7457872    70    -48    212.8 
SC19-022  Sunshine  Sunshine Infill   601692.2    7457866    345    -80    203.6 
SC19-023  Sunshine  Sunshine Infill   601691.6    7457868    345    -45    253.0 

 

Figure 10-3       Sunshine Prospect and Drill Hole Locations (Trilogy Metals, 2020)

 

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11Sample Preparation, Analyses, and Security

 

11.1Sample Preparation

 

11.2Core

 

The data for the Arctic deposit were generated over three primary drilling campaigns: 1966 to 1986 when BCMC, a subsidiary of Kennecott was the primary operator, 1998 when Kennecott resumed work after a long hiatus, and 2004 to present under NovaGold. NovaCopper, and Trilogy Metals.

 

11.2.1Kennecott and BCMC

 

Sampling of drill core prior to 1998 focused primarily on the mineralized zones; numerous intervals of weak to moderate mineralization were not sampled during this period. During the 1998 campaign, Kennecott did sample some broad zones of alteration and weak mineralization, but much of the unaltered and unmineralized drill core was left unsampled. Little documentation on historic sampling procedures is available.

 

11.2.2NovaGold/NovaCopper/Trilogy Metals

 

Between 2004 and 2005, NovaGold conducted a systematic drill core re-logging and re-sampling campaign of Kennecott and BCMC era drill holes AR-09 to AR-74. NovaGold either took 1 to 2 m samples every 10 m, or sampled entire lengths of previously unsampled core within a minimum of 1 m and a maximum or 3 m intervals. The objectives of the sampling were to generate a full (ICP) geochemistry dataset for the Arctic deposit and ensure continuous sampling throughout the deposit.

 

From 2011 to the present, sample intervals are determined by the geological relationships observed in the core and limited to a 2.5 m maximum length and 1 m minimum length. Sample intervals terminate at lithological and mineralization boundaries. Sampling is generally continuous from the top to the bottom of the drill hole unless otherwise directed by the Exploration Manager. Occasionally, if warranted by the need for better resolution of geology or mineralization, smaller sample intervals may be employed. When the hole is in unmineralized rock, the sample length is generally 2.5 m, whereas in mineralized units, the sample lengths are shortened to 1 to 2 m.

 

Once the core is sawn, half is sent to ALS Minerals Laboratories (formerly ALS Chemex) in Vancouver for analysis, via the (ALS preparation facility in Fairbanks Alaska) and the other half is located in the core storage facility at the Bornite Camp facilities or at the Trilogy Metals warehouse in Fairbanks.

 

Control samples are inserted into the shipments at the approximate rate of one standard reference material (standard), one blank and one duplicate per 17 core samples:

 

·Standards: four standards per a drill campaign were used at the Arctic deposit. The core cutter inserted a sachet of the appropriate standard, as well as the sample tag, into the sample bag.

 

·Blanks: consist of an unmineralized landscape aggregate from 2004 to 2011 and unmineralized marble drill core from the Beaver Creek formation from 2015 to 2019. The core cutter inserted approximately 150 g of blank, as well as the sample tag, into the sample bag.

 

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·Duplicates: the assay laboratory preforms an additional 250 g split from the crushed samples and runs both splits. The core cutter inserted a sample tag into an empty sample bag.

 

11.3Acid-Base Accounting Sampling   

 

In 2010, SRK collected 148 samples from drill core based on their position relative to the massive and semi-massive sulphide mineralization (SRK 2011). Samples were targeted within, immediately adjacent to, adjacent to, and between lenses of mineralization; the sampling program focused on characterization for a potential underground development scenario. Samples were shipped to SGS Canada Inc., Burnaby, BC, for sample preparation and analysis. Samples were analyzed for acid base accounting (ABA) and metals. ABA tests were conducted using the Sobek method with sulphur speciation and total inorganic carbon (TIC) analysis. Metal concentrations were determined using aqua regia digestion followed by ICP-MS analysis. In addition, barium and fluorine were analyzed by X-ray fluorescence (XRF) following a lithium metaborate fusion.

 

In 2015, Trilogy Metals retained SRK to provide metal leaching (ML) and ARD characterization services for the Arctic deposit. Activities focused on three objectives: 1) construction of on-site barrel tests and parallel humidity cells, 2) expansion of the ABA database to support future evaluation for ARD potential management for open pit mining, and 3) evaluation of the use of proxies for ABA parameters in the exploration database with the purpose of being able to use the exploration database for block modelling of ML/ARD potential, if needed. Barrel test samples were collected during July and August 2015 and eight on-site barrel tests (including two QC tests) were constructed and initiated in late August 2015. Following the set-up of the on-site barrel tests, representative composite rock samples were shipped to Maxxam Analytics of Burnaby, British Columbia and parallel humidity cells were initiated in late October 2015. Trilogy Metals and SRK selected 321 samples to be analyzed for a conventional static ABA package with a trace element scan using the same method as the exploration database (four-acid digestion). Samples were analyzed by Global ARD Testing Services of Burnaby, British Columbia.

 

In 2016, Trilogy Metals evaluated the distribution of the existing samples to select additional samples in preparation for block modelling of ML/ARD potential. A drill program was designed, and infill samples were collected from holes drilled in 2015 and 2016. This program was completed with 1004 samples analyzed for a conventional static ABA package with a trace element scan using the same method as the exploration database. Samples were analyzed by Global ARD Testing Services of Burnaby, British Columbia. The resulting data were combined with the previous datasets.

 

In 2018, the kinetic test program was expanded to further characterize ML/ARD potential. Samples were selected using the exploration geochemistry database, to target drill core with geochemical characteristics representing the range of compositions present in the database for key parameters such as sulfur and selenium. Kinetic testing was initiated in 2019 at Maxxam Analytics of Burnaby, BC, and the kinetic samples were also analyzed by static methods at Maxxam Analytics for ABA and metals by the same methods as the 2015 and 2016 programs, in addition to metal concentrations determined using aqua regia digestion followed by ICP-MS analysis.

 

As described above, several laboratories were used for acid base accounting studies and associated kinetic testwork as summarized in Table 11-1. Accreditations, where known, are listed below. All the labs are independent of NovaGold, NovaCopper, and Trilogy Metals.

 

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Table 11-1      Analytical Laboratories used for Acid Base Accounting and Kinetic Studies for the Arctic Project

 

Laboratory
Name
Laboratory
Location
Years
Used
Accreditation Comment
SGS Canada Inc. Burnaby, BC 2010 ISO 90001 and ISO/IEC 17025. ABA samples
Global ARD Testing Services Burnaby, BC 2015, 2016 ISO/IEC 17025 ABA samples
ARS Aleut Analytical Anchorage and Fairbanks, AK 2015, 2016, 2017, 2018 Accreditations are not known. Barrel test leachate samples
Maxxam Analytics (now Bureau Veritas) Burnaby, BC 2015, 2016, 2017, 2018, 2019, 2020 ISO/IEC 17025 ABA samples (2015 and 2019), HCTs (2015 to 2020), and barrel test leachate samples (2019)

 

11.4Density Determinations

 

Representative (SG) determinations conducted before 1998 for the Arctic deposit are lacking. Little information regarding sample size, sample distribution and SG analytical methodology are recorded for determinations during this period.

 

In 1998, Kennecott collected 38 core samples from that year’s drill core, of which 22 were from mineralized zones and 16 from non-mineralized lithologies. Mineralized samples were defined as MS (more than 50% total sulphides), SMS (less than 50% total sulphides) or lithology samples (non-mineralized country rock containing up to 10% sulphides). SG determinations were conducted by ALS Minerals and Golder and Associates, and were based on short (6 to 12 cm) whole core samples. SG was determined based on the water displacement method.

 

In 1999, Kennecott collected 231 samples from pre-1998 drill core for SG analysis. The samples were from NQ- and BQ-sized core and averaged 7.27 cm in length. The samples were shipped to Anchorage but were not forwarded to a laboratory.

 

In 2004, NovaGold forwarded the 231 samples from the pre-1998 drill campaigns, stored in Kennecott’s Anchorage warehouse, as well as 33 new samples from the 2004 drill program, to ALS Minerals for SG determination.

 

Additionally, in 2004 NovaGold collected 127 usable field SG measurements. Samples were collected from HQ-sized core and averaged 9.05 cm in length. An Ohaus Triple Beam Balance was used to determine a weight-in-air value for dried core, followed by a weight-in-water value. The wet-value was determined by suspending the sample by a wire into a water-filled bucket. The SG value was then calculated using the following formula:

 

Weight in air
[Weight in air – Weight in water]

 

In 2011, NovaGold geologists stopped collecting short interval “point data” (as described above) within the mineralized zone, and instead collected “full-sample-width” determinations from existing 2008 split core and all of the sampled 2011 whole core. The samples averaged 1.69 m in length. Samples were collected continuously within mineralized zones and within a 2 to 3 m buffer adjacent to mineralized zones. A total of 266 sample pulps were also submitted to ALS Minerals for SG determination by pycnometer analysis. In total, 459 valid SG determinations were collected, ranging from 2.64 to 4.99.

 

Between 2015 and 2019, Trilogy Metal geologists collected SG data consistent with the 2011 campaign. A total of 2,406 specific gravity measurements were collected, with SG values ranging from 2.01 to 4.96. The samples averaged 1.49 m in length. Samples were collected continuously within mineralized zones and within a 2 to 3 m buffer adjacent to mineralized zones.

 

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11.5Sample Security

 

Security measures taken during historical Kennecott and BCMC programs are unknown to NovaGold or Trilogy Metals. Trilogy Metals is not aware of any reason to suspect that any of these samples have been tampered with.

 

The 2004 to 2019 samples were either in the custody of NovaGold personnel or the assay laboratories at all times, and the chain of custody of the samples is well documented.

 

Shipment of core samples from site occurred on a drill hole by drill hole basis. Rice bags, containing two to four poly-bagged core samples each, were marked and labelled with the ALS Minerals address, project and hole number, bag number, and sample numbers enclosed. Rice bags were secured with a pre-numbered plastic security tie and a twist wire tie and then assembled into standard fish totes for transport by chartered flights on a commercial airline to Fairbanks, where they were met by a contracted expeditor for delivery directly to the ALS Minerals preparation facility in Fairbanks.

 

11.6Assay Laboratories

 

At least six laboratories were used during the Kennecott/BCMC time period, but mostly as check laboratories or for special analytical work. Accreditations are not known. The laboratories were independent of Kennecott/BCMC. Bondar Clegg, now ALS Minerals, was used for analyses conducted by Kennecott. During the BCMC work, analyses were conducted primarily by Union Assay Office Inc. of Salt Lake City, Utah.

 

ALS Minerals is accredited for a number of specific test procedures including fire assay of gold by atomic absorption (AA), ICP, or gravimetric finish, multi-element ICP and AA assays for silver, copper, lead and zinc. ALS Minerals is independent of NovaGold, NovaCopper, and Trilogy Metals.

 

The laboratories used during the various exploration, infill, and step-out drill analytical programs completed on the Arctic Project are summarized in Table 11-2.

 

Table 11-2     Analytical Laboratories Used by Operators of the Arctic Project

 

Laboratory
Name
Laboratory
Location
Years
Used
Accreditation Comment
Union Assay
Office, Inc.
Salt Lake City, Utah 1968 Accreditations are not known. Primary Assay laboratory
Rocky Mountain
Geochemical Corp.
South Midvale, Utah 1973 Accreditations are not known. Primary and secondary assays
Resource Associates
of Alaska, Inc.
College, Alaska 1973, 1974 Accreditations are not known. Primary and secondary assays
Georesearch
Laboratories, Inc.
Salt Lake City, Utah 1975, 1976 Accreditations are not known. Primary and secondary assays
Bondar-Clegg &
Company Ltd.
North Vancouver BC 1981, 1982 Accreditations are not known. Primary and secondary assays
Acme Analytical Laboratories Ltd. (AcmeLabs) Vancouver, BC 1998, 2011, Accreditations are not known. 2012 and 2013 secondary check sample lab
SGS Canada Inc. Burnaby, BC 2010 ISO 90001 and ISO/IEC 17025. 2015 to 2019 secondary check lab
ALS Analytical Lab Fairbanks, Alaska (prep) and Vancouver, BC (analytical)

1998, 2004,
2005, 2006, 2007, 2008, 2011,
2012, 2013

 

2015, 2016, 2017, 2018, 2019

 

In 2004, ALS Minerals held ISO 9002 accreditations but updated to ISO 9001 accreditations in late 2004. ISO/International Electrotechnical Commission (IEC) 17025 accreditation was obtained in 2005. 2004 - 2019 primary assay laboratory

 

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11.7Sample Preparation and Analytical Methods

 

Samples from the NovaGold/Trilogy Metals programs were logged into a tracking system on arrival at ALS Minerals, and weighed. Samples were crushed to 70% passing 2mm, dried, and a 250 g split pulverized to greater than 85% passing 75 μm.

 

Gold assays were determined using fire assay fusion followed by an atomic absorption spectroscopy (AAS) finish. The lower detection limit is 0.005 ppm gold; the upper limit is 1,000 ppm gold. An additional 49-element suite is assayed by inductively coupled plasma-mass spectroscopy (ICP-MS) methodology, following 4-acid digestion. The copper, zinc, lead, and silver analyses were completed by atomic absorption (AA), following a triple acid digest, when overlimits occur in the ICP-MS analysis. Barium is completed by Fusion XRF where requested.

 

11.8Quality Assurance/Quality Control

 

11.8.1Core Drilling Sampling QA/QC

 

Previous data verification campaigns were limited in scope and documentation and are described by SRK (2012).

 

During 2013, Trilogy Metals conducted a 26% audit of the NovaGold era assay database fields: sample interval, gold, silver, copper, zinc, and lead. This audit is documented in a series of memoranda (West 2013). Trilogy Metals staff did not identify and/or correct any transcription and/or coding errors in the database prior to resource estimation. Trilogy Metals also retained independent consultant Caroline Vallat, P.Geo. of GeoSpark Consulting Inc. (GeoSpark) to: 1) re-load 100% of the historical assay certificates, 2) conduct a QA/QC review of paired historical assays and NovaGold era re-assays; 3) monitor an independent check assay program for the 2004 to 2008 and 2011 drill campaigns; and 4) generate QA/QC reports for the NovaGold era 2004 to 2008 and NovaCopper/Trilogy Metals era 2011, 2015, 2016, 2017, and 2019 drill campaigns. The following subsections provide a summary of the results and conclusions of the GeoSpark QA/QC review.

 

11.8.2NovaGold QA/QC Review of Historical Analytical Results

 

During 2004 and 2005, NovaGold conducted a large rerun program and check sampling campaign on pre-NovaGold (pre-2004) drill core. The 2004 and 2005 ALS Minerals primary sample results were assigned as the primary assay results in the database, amounting to 1,287 of the total 3,186 primary samples related to pre-NovaGold drill holes.

 

During 2013, GeoSpark conducted a QA/QC review of available QA/QC data, including sample pair data amounting to 422 data pairs which is 11% relative to the primary sample quantity. The sample pairs included original duplicates, original repeat assays, 2004 rerun assays on original sample pulps analyzed secondarily at ALS Minerals, and check samples from 2004 on original samples analyzed at ALS Minerals.

 

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The review found that the available QA/QC data is related to drill holes that are spatially well distributed over the historic drill hole locations (Figure 11-1).

 

 

Figure 11-1 Spatial Availability of QA/QC Data (Trilogy Metals, 2019)

 

11.8.2.1Review of Precision

 

A comparison of the original analytical results with the secondary results serves to infer the level of precision within the original results. The 2004 rerun sample results and the check sample pair results from 2004 and 2005 were compared to the original assays to infer the level of repeatability or precision within the original results.

 

The result of the average relative difference (AD) review on sample pairs found satisfactory to good inferred precision levels for all of the sample pairs and elements except for the 2004 rerun sample lead results. For the lead 2004 rerun sample pairs there were 66.85% of the pairs less than the 1 AD limit, inferring poor precision in the original results. Overall, the lead values were found to pass the AD criteria for the original duplicates, original repeats, and check sample reviews. More insight was made regarding the lead precision upon review of the data pairs graphically within scatter plots and Thompson-Howarth precision versus concentration (THPVC) plots. The 2004 rerun sample lead values were found to infer a poor-to-moderate level of precision and there was an indication that the original results might bhave a negative bias because the original results reported on average 0.2% less than their true values for grades of 0.5% lead and higher. However, the original duplicate, original repeats, and check samples inferred that there was a moderate or satisfactory level of correlation within the lead values. Furthermore, the overall inference of precision in the lead values has been defined as moderate.

 

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The detailed review of the gold pairs inferred an overall moderate level of precision within the original analytical results.

 

The silver, copper, and zinc analytical pair review found overall inferred strong precision in the original analytical results.

 

It was GeoSpark's opinion that the detailed review of analytical pair values reported for gold, silver, copper, lead and zinc has inferred an overall acceptable level of precision within the original sample analytical results for the pre-NovaGold data.

 

11.8.2.2Review of Accuracy

 

The rerun sample program of 2004 included analysis of 53 QA/QC materials comprising 20 standards and 33 blanks. These standards and blanks were reviewed in order to indirectly infer the accuracy within the original sample data.

 

The 2004 rerun samples on original pulps also included analysis of standards and blanks with the primary samples. These results have been reviewed using control charts for review of the inferred accuracy within the 2004 rerun sample results; in addition, the inferred rerun sample accuracy is related to the accuracy of the original results in that comparison of the original results to the 2004 reruns and has been shown to be acceptable overall.

 

The blank results were reviewed for gold, silver, copper, lead, and zinc values and it has been inferred that there is good accuracy within the results and that there was no significant issue with sample contamination or instrument calibration during the analysis.

 

The standard results were reviewed for gold, silver, copper, lead, and zinc values. The reported control limits were available for silver, copper, lead, and zinc. The gold control limits were calculated for the review.

 

In addition, upon initial review, the zinc control limits were also calculated from the available data to provide a more realistic range of control values for the results. The gold, silver, and copper results were inferred to be of strong accuracy. The lead and zinc results were inferred to be of moderate accuracy overall.

 

It was GeoSpark’s opinion that the review for accuracy has found an acceptable level of inferred accuracy within the gold, silver, copper, lead, and zinc results reported for the 2004 rerun samples and indirectly within the original results.

 

11.8.2.3Review of Bias

 

There were 35 check samples on original samples re-assayed at ALS Minerals during 2004. These were reviewed for an indication of bias in the original results. Additionally, the 2004 rerun sample results have been reviewed for inference of bias in the original results.

 

Overall, the detailed review of the check sample pair gold concentrations has found minor positive bias in the 2004 pairs and minor positive bias in the 2005 pairs. The level of bias is inferred to be at very near zero with the original being reported approximately 0.005% greater than the 2004 results reported by ALS Minerals. The 2004 rerun samples compared to the originals has inferred negligible bias in the original gold results. It was GeoSpark's opinion that these levels of inferred bias are not significant to merit concern with the overall quality of gold values reported for the pre-NovaGold Arctic Project.

 

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The detailed review of the check sample silver pairs has found minor negative bias implied by the 2004 check sample pairs. The 2004 rerun samples have shown a negligible amount of bias in the original results. It was GeoSpark’s opinion that overall, the bias in original silver concentrations is inferred to be negligible to minor negative but not significant to merit concern of the overall quality of the silver results.

 

The copper check samples reported in 2004 were found to have a few anomalous results that were implying significant positive bias. However, a more detailed review found that the exclusion of the anomalous pairs resulted in a minor positive bias overall. The 2004 rerun sample copper results have shown that there is a possibility for positive bias in the original copper grades at concentrations greater than 5%. Overall, it was GeoSpark’s opinion that the bias inferred within the original copper results is not significant to merit concern with the original assay quality.

 

The 2004 check sample review inferred overall small negative bias in the original lead results. The 2004 rerun sample data also inferred that there was a small negative bias in the original results for lead grades over 0.5%. Overall, it was GeoSpark’s opinion that this detailed review has inferred that the levels of inferred bias within the lead concentrations are not significant enough to merit concern over the original result quality.

 

The original zinc results have been inferred to be of very minor positive bias when the 2004 check sample pairs (excluding three anomalous pairs) are reviewed. The 2004 rerun sample zinc values have been shown to be very comparable with the originals and a negligible amount of bias can be inferred in the original zinc concentrations. Furthermore, this detailed bias review has inferred that there is no significant bias in the original zinc results for the pre-NovaGold Arctic Project.

 

11.8.2.4Conclusion

 

The pre-NovaGold database analytical results were verified and updated to provide a good level of confidence in the database records.

 

It was GeoSpark’s opinion that with consideration of the historic nature of the data, a sufficient amount of QA/QC data and information has been reviewed to make a statement on the overall pre-NovaGold analytical result quality.

 

It was GeoSpark’s opinion that this detailed review has inferred that the pre-NovaGold Arctic Project analytical results are of overall acceptable quality.

 

11.8.3QA/QC Review, NovaGold/NovaCopper/Trilogy Metals (2004 to 2013) Analytical Results

 

During 2013, GeoSpark conducted a series of QA/QC reviews on analytical results collected between 2004 and 2013. These QA/QC reviews serve to infer the precision of the analytical results through a detailed analytical and statistical review of field duplicate samples; serve to infer the accuracy of the analytical results through a review of the standards and blanks inserted throughout the Trilogy Metals programs; and serve to define any bias in the primary sample results through a review of secondary laboratory checks at Acme.

 

The QA/QC reviews are documented in a series of memoanda (Vallat 2013c, 2013d, 2013e, 2013f, 2013g, 2013h). The reviews are summarized in the following subsections by year of campaign.

 

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11.8.3.12004

 

The 2004 exploration program included drilling and sampling of 11 drill holes AR04-0078 through AR04-0088, amounting to 989 primary samples assayed within 61 assay certificates reported by ALS Minerals.

 

The pulp duplicate pairs were reviewed analytically using an AD guideline to gauge the inferred level of precision within the results. This review found that the gold, silver, copper, lead and zinc grades were reported with less than 0.3 AD for at least 75% of the sample pairs. This showed acceptable repeatability or precision throughout.

 

Scatter plots and THPVC plots were reviewed. The scatter plots showed moderate to good precision within the gold grades, and acceptable precision within the silver, copper, lead, and zinc grades reported by ALS Minerals during 2004. The THPVC review found an inferred poor level of repeatability within the gold results, but further review showed that the precision percent was exaggerated due to the low gold grades reported for the samples. It was GeoSpark’s opinion that the THPVC review of the gold was an unreliable measure of the precision due to the low grades and that the earlier analytical tests and scatter plot results were more representative of the inferred precision for the gold results.

 

The THPVC review found acceptable repeatability of precision within the silver, copper, lead, and zinc concentrations reported by ALS Minerals during 2004.

 

Overall, the precision were inferred to be good for the gold, silver, copper, lead, and zinc concentrations reported by ALS Minerals during 2004.

 

The gold analytical results reported by ALS Minerals for the 2004 were inferred to be of acceptable accuracy. The silver, copper, lead, and zinc values have been inferred to have moderate or satisfactory accuracy. In addition, the review showed no significant ongoing issues with sample contamination or instrument calibration.

 

The check sample review found no bias inferred within the gold and silver grades reported for the 2004 program. A small level of positive bias was inferred within the copper, lead, and zinc results reported from high-grade samples. The copper and lead bias may be attributable to the assay methodology. The zinc bias is more likely a reflection of a lack of repeatability at high grades. It was GeoSpark’s opinion that the levels of bias were not significant enough overall to merit concern with the sample result quality.

 

11.8.3.22005

 

The 2005 exploration program included drilling and sampling of nine drill holes, AR05-0089 through AR05-0097, amounting to 1,228 primary samples assayed within 36 assay certificates reported by ALS Minerals.

 

The review of pulp duplicates, blanks and standards, and check samples during allowed for inference of a reasonable level of precision, good accuracy, and insignificant levels of bias within the primary sample results reported by ALS Minerals related to the 2005 data.

 

This detailed QA/QC review on the analytical results reported during 2005 allowed for overall confidence in the analytical result quality.

 

The analytical results can be inferred to be of sufficient quality to represent the support Mineral Resource estimation.

 

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11.8.3.32006

 

The 2006 exploration program included drilling and sampling of 12 drill holes, AR06-98 through AR06-109, amounting to 1,175 primary samples analyzed at ALS Minerals.

 

The review of pulp duplicates, blanks and standards, and check samples for the 2006 program allowed for inference of a good level of precision, good accuracy, and insignificant levels of bias within the primary 2006 sample results reported by ALS Minerals.

 

The analytical results can be inferred to be of sufficient quality to support Mineral Resource estimation.

 

11.8.3.42007

 

The 2007 exploration program included drilling and sampling related to four drill holes, AR07-110 through AR07-113, amounting to 950 primary samples analyzed at ALS Minerals.

 

The review of pulp duplicates, blanks and standards, and check samples for the 2007 program allowed for inference of a good level of precision, good accuracy, and insignificant levels of bias within the primary sample results reported by ALS Minerals.

 

The analytical results can be inferred to be of sufficient quality to Mineral Resource estimation.

 

11.8.3.52008

 

The 2008 exploration program included drilling and sampling related to 14 drill holes, AR08-0114 through AR08-0126 and also drill hole AR08-0117w, amounting to 1,406 primary samples assayed within 44 assay certificates reported by ALS Minerals.

 

The review of pulp duplicates, blanks and standards, and check samples for the 2008 program allowed for inference of a reasonable level of precision, good accuracy, and insignificant levels of bias within the primary sample results reported by ALS Minerals.

 

The analytical results can be inferred to be of sufficient quality to Mineral Resource estimation.

 

11.8.3.62011 (analyzed in 2013)

 

Laboratory assay certificates FA13021131, FA13021132, FA13021133, FA13021134, and FA13021135 included results for six pulp duplicate pairs, six blank instances, and three standards. There were analyzed by Geospark.

 

The duplicates for gold, silver, copper, lead, and zinc were found to correlate well with the primary sample results and it can be inferred that the primary results are of good precision.

 

Each of the blanks was analytical values within the control limits for the material. There are no issues with sample contamination and instrumentation difficulties. In addition, the accuracy can be inferred to be acceptable.

 

Each standard returned within the acceptable range for gold, silver, copper, lead, and zinc values; it is inferred that there is strong accuracy within the reported primary sample assay results.

 

A detailed review of secondary laboratory check sample results reported by ALS Minerals for the 2011 drill holes assayed in 2013 showed that the gold, silver, copper, lead, and zinc results indication of material bias.

 

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The assays within the laboratory certificates that were reviewed by GeoSpark were inferred to be suitable to support Mineral Resource estimation.

 

11.8.4QA/QC Review, Trilogy Metals (2015 to date) Analytical Results

 

11.8.4.12015

 

Analytical results from 29 analytical certificates from ALS Minerals were added to the NovaCopper Inc. database. Each of the analytical batches in the ALS Minerals analytical certificates was checked for inferred precision and inferred accuracy through detailed review of pulp duplicate, blank, and standard assay results that were reported within the sample batches.

 

The pulp duplicate sample pairs were statistically reviewed using an AD comparison. The pulp duplicate pairs were also reviewed within scatter plots displaying the correlation within the sample pairs. Any significant differences within the duplicate pairs resulted in detailed review of the sample assays and any issues were fixed where possible.

 

This review found that the duplicate pairs were well correlated overall, and it was inferred that there was good precision within the reported copper, silver, gold, lead, and zinc assay results reported by ALS Minerals.

 

The field standard and blank results were reviewed and defined as failures when results were in excess of plus and minus three standard deviations from the expected mean for the standard. Failing blanks or standards were re-analyzed together with the adjacent samples in order to address potential accuracy deficiencies and to maintain quality assays in the database.

 

Detailed review of the 67 reported blank issues inferred that with an overall passing rate of 92.5% there is overall acceptable accuracy within the reported low- grade copper, silver, gold, lead, and zinc results. In addition, the review showed that there were no significant or unresolved issues with sample contamination or instrument calibration deficiencies.

 

The review of the standards found that overall, with 95.65% of the results within the control limits, Geospark considered that good accuracy could be inferred within the reported copper, silver, gold, lead, and zinc assays.

 

Secondary laboratory check samples were analyzed at SGS Burnaby. The secondary laboratory check samples were carefully selected to represent the data population using a random selection of 5% of the samples within percentile range groups. The check sample assays were compared to the primary laboratory assays to check for bias.

 

Statistics of the check samples compared to the primary samples demonstrated good correlation within the data pairs.

 

The average differences were calculated for the check sample pairs. It was inferred that the copper grades reported by ALS Minerals had a negative bias. Results reported by ALS Minerals were, on average 0.02% less than the SGS Burnaby results. A detailed review of the difference plot showed that the inferred bias begins at a copper grade of 4.42% Cu. It appears that the SGS methodology may be reporting slightly higher copper grades above 4.42% Cu. However, the statistics and scatter plot show a strong repeatability at these higher grades. The QP concluded that the ALS Minerals results were acceptable.

 

The zinc results reported by ALS Minerals at zinc grades >1.07% were inferred to be biased because the AD showed a bias level of 0.068% Zn at these grade levels when compared to SGS Burnaby. The scatter plot also showed this bias, but the correlation within the results was good even at higher zinc grades. An AD chart showed that the samples with zinc grades < 1.07% had negligible bias. Ultimately it appears that the analytical methods used by SGS Burnaby may have produced slightly lower zinc grades compared to of the analytical procedures used by ALS Minerals. Geospark considered that the zinc results reported by ALS Minerals were not significantly biased and the zinc results from ALS Minerals determinations were, overall, of good quality. This opinion was based on by the strong correlation shown within the data statistics and the scatter plot.

 

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Geospark concluded that the silver, gold, and lead check sample assays had insignificant bias levels.

 

The 2015 data were considered acceptable to support Mineral Resource estimation.

 

11.8.4.22016

 

Results from 30 laboratory analytical certificates from ALS Minerals were added to the database in 2016.

 

Each of the analytical batches in the ALS Minerals analytical certificates was reviewed for inferred precision and inferred accuracy through detailed review of field duplicate, blank, and standard assay results that were reported within the sample batches.

 

One of the assay certificates (VA16159436) was specific to metallurgical samples (MET_WCORE). This certificate was reviewed using the internal laboratory QA/QC data. Geospark found that the internal laboratory QA/QC had all passing duplicates showing good precision within the assays. The review found all blank and standard instances passed the laboratory’s control tests inferring that the assays had acceptable accuracy.

 

The pulp duplicate sample pairs were statistically reviewed and using an AD comparison. The pulp duplicate pairs were also reviewed using scatter plots.

 

The duplicate pairs were well correlated overall, and it was inferred that there was strong precision within the reported copper, silver, gold, lead, and zinc assay results reported by ALS Minerals.

 

The standard and blank instances were reviewed and defined as failing when results were in excess of plus and minus three standard deviations from the expected mean for the standard. Failing blanks or standards were re-analyzed along with the adjacent samples to address potential accuracy deficiencies and to maintain quality assays in the database. Initial review of the assay certificates as they were reported identified a few instances of failing standards; for any fails the adjacent samples were also rerun.

 

Detailed review of the 58 blanks inferred that with all instances passing control test percentages, there is acceptable accuracy within the reported low-grade copper, silver, gold, lead, and zinc results. In addition, the review showed that there were no significant or unresolved issues with sample contamination or instrument calibration deficiencies.

 

The standards review found that for all assay certificates where the internal laboratory standards were reviewed the copper, silver, gold, lead, and zinc results were of acceptable accuracy. The internal standards also displayed good accuracy overall within the copper, silver, gold, lead, and zinc primary sample assay results.

 

Secondary laboratory check samples were analyzed at SGS Burnaby. These secondary laboratory check samples were selected to represent the data population using a random selection of 5% of the samples within percentile range groups. The check sample assays were compared to the primary laboratory assays for bias checks.

 

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Check samples statistics of the compared to the primary samples showed good correlation within the data pairs. The average differences were calculated for the check sample pairs and these do not indicate any significant bias.

 

Geospark concluded that the copper assays on check sample pairs do not infer any bias.

 

There is a small level of implied bias (approximately 3.38 g/t lower silver grades in ALS Minerals results) for higher grade (> 12.85 Ag g/t) silver results, but Geospark’s opinion was that this was not to an extent where concern was merited.

 

The gold assays on check sample pairs show overall good correlation and Geospark concluded that there was no indication of bias in the results.

 

Geospark’s opinion was that the review of lead results for the check sample pairs shows no indication of bias.

 

Considering the entire review of check sample zinc results, Geospark concluded that the level of inferred bias (average of 0.12% Zn higher in ALS results when the over limit analysis methodology was used) does not show any need for concern with the overall primary lab zinc assay result quality.

 

GeoSpark concluded that the copper, silver, gold, lead, and zinc results for the 2016 exploration program were acceptable for use in Mineral Resource estimation.

 

11.8.4.32017

 

Five analytical certificates were added to the Arctic database, these were analyzed at ALS in Vancouver, BC following sample preparation by ALS in Fairbanks, Alaska. The analysis of the drill core samples for copper, silver, lead, and zinc was performed using four acid digest ICP-MS analytical methodology. Gold assays were performed using fire assay with an atomic absorption finish.

 

Duplicate pairs have been reviewed for reported assay precision. It has been inferred that there is strong precision within the reported silver, copper, lead, zinc, and gold results.

 

The blank instances were reviewed and it has been inferred that there is strong accuracy within the reported low grade assay results and in addition significant issues with sample contamination or instrument calibration have been ruled out.

 

Each of the standard instances of analysis was reported within the defined control limits for the standards and it is inferred that there is strong accuracy within the reported silver, copper, lead, zinc, and cobalt assay results.

 

Overall, the certificates under review have passed this QA/QC review and the results can be considered of sufficient quality to represent the Trilogy Metals Inc. Arctic Project.

 

11.8.4.42018

 

No QC/QA review was not conducted as the 2018 program comprised soil samples that were collected from site facilities locations that were well outside of the resource estimate area.

 

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11.8.4.52019

 

Fifteen analytical certificates from ALS Minerals were added to the database.

 

The certificates were reviewed for inferred precision and inferred accuracy through detailed review of field duplicate, blank, and standard assays reported within the sample batches.

 

Sample pair data was compared using scatter plots. In addition, statistical results of the AD were used to define any pair with poor correlation.

 

The pulp duplicate pairs amounted to 36 total pairs. The data pairs compare well overall and Geospark’s opinion was that good precision can be inferred within the primary gold, silver, copper, lead, and zinc assays reported by ALS Minerals.

 

The field standard and blank instances were reviewed and defined as failing when results were in excess of plus and minus three standard deviations from the expected mean for the standard material. Failing blanks or standards were re-analyzed along with the adjacent samples to address potential accuracy deficiencies and to maintain quality assays in the database. Initial review of the assay certificates as they were reported found a few instances cases of standard failures; for any failed instances the adjacent samples were also rerun.

 

Detailed review of the 37 blanks inferred that with all instances passing control test percentages there is overall acceptable accuracy within the reported low-grade copper, silver, gold, lead, and zinc results. There were no significant or unresolved issues with sample contamination or instrument calibration deficiencies.

 

A review of the 34 standards was completed. There were five standard types reviewed allowing for a good range of the assays results to be assessed. Three standard instances were incorrectly identified as inferred by the differences between the reported assay values and the expected results. These standards are 1131017, 1134621, and 1134876. Results were consistent with each other but were not consistent with any identified standards. Geospark concluded that these might be the case of human error resulting in the wrong and unknown material being analyzed. Each of these values has been re-identified in the database as UNKN (implying unknown) standard ID. This has been reviewed with Trilogy Metals staff to ensure that the database is corrected. There was one instance of analysis out of the total 34 that was found to be likely contamination from the previous sample being very high-grade, but since the other elements reviewed passed the control tests Geospark’s opinion was that reruns were not required. Overall it was inferred that there was acceptable accuracy within the reported primary assays (gold, silver, copper, lead, and zinc) for the drill holes under review.

 

Secondary laboratory check samples were analyzed at SGS Burnaby. These secondary laboratory check samples were selected to represent the data population using a random selection of 5% of the samples within percentile range groups. These check sample assays were compared to the primary laboratory assays for bias. GeoSpark states that the secondary lab check samples assayed at SGS in Burnaby, BC, Canada have shown no significant inferred bias inferred within the primary sample gold, silver, copper, lead, and zinc, analytical results reported by ALS Global lab in Vancouver, BC, Canada.

 

11.8.5Density Determinations QA/QC

 

A QA/QC review of the SG dataset for the Arctic deposit was conducted by NovaCopper staff in March 2013

 

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11.8.5.1Laboratory versus Field Determinations

 

SG laboratory determinations conducted during 2004 produced significantly lower average SG results for the mineralized zone than the 1998 and 2004 average field determinations. In the same test, lithology samples outside the mineralized zone produced comparable values. The difference between the averaged 1998 and 2004 laboratory results and those from field studies may be the result of selection bias, limited population size, and sample length. Paired laboratory and field determinations from the 2004 program show very low variation.

 

In 2010, to check the validity of the wet-dry measurements on the Arctic deposit core with respect to possible permeability of the core samples, NovaGold measured 50 unwaxed samples representing a full range of SG values for a variety of lithologies and then submitted the samples to ALS Minerals for wet-dry SG determinations after being sealed in wax. The mean difference between the NovaGold unwaxed and the ALS Minerals waxed SG determinations was 0.01.

 

In 2011, to check the accuracy of the wet-dry measurements, the SG for 266 pulps was determined by pycnometer by ALS Minerals (ALS code OA-GRA08b). Figure 11-2 shows that the two methods compare favourably, with the wet-dry measurements displaying a very slight low bias. Generally, wet-dry measurements are considered the more acceptable method for accurate SG determinations since they are performed on whole (or split) core that more closely resembles the in-situ rock mass.

 

 

 

Figure 11-2   Graph Showing Good Agreement between Wet-dry Measured Specific Gravity and Pycnometer Measured Specific Gravity (West, A., 2014)

 

11.8.5.2Stoichiometric Method

 

Full sample length determinations can be directly compared to the assay results for copper, zinc, lead, iron, and barium that are the major constituents of the sulphide and sulphate species for the Arctic deposit. This allowed NovaCopper to check the wet-dry measurements by estimating the SG for an ideal stoichiometric distribution of the elements into sulphide and sulphate species.

 

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Stoichiometric SG values were estimated for 279 sample intervals from 2008 drill core that had both measured SG values and total digestion XRF barium values. Figure 11-3 compares the estimated stoichiometric SGs to the measured SGs. Overall, there is a very good correlation between the two SG populations (R2 of 0.9671), although the stoichiometric estimates are slightly lower with increasing SG. Using slightly different compositional values for the assorted sulphide and sulphate species, and assuming a 1:1 ratio of weight percent iron to weight percent copper in chalcopyrite (the molar value is 1:1), the stoichiometric equation yields SGs that have an even better correlation (R2=0.9726), due to partitioning more iron into less dense chalcopyrite which leaves less iron available for more dense pyrite, essentially correcting the bias for the lack of estimated iron-bearing silicates.

 

 

 

Figure 11-3        Measured versus Stoichiometric Specific Gravities (West, A., 2014)

 

11.8.5.3Multiple Regressions Method

 

The positive comparisons/correlations of the measured SG values to the laboratory determined values and to the stoichiometric estimated values provided high confidence in the wet-dry measurements. As a result, a multiple regression analysis can be performed using the assay data to get a best fit to the measured SGs. This may correct for the varying residencies of iron and barium (and also for the varying density within sphalerite due to the Zn:Fe ratio).

 

The best fit to the data was achieved by using the multiple regression tool in Microsoft Excel on barium, iron, zinc, and copper for the entire dataset (Figure 11-4). The estimate correlates very well (R2=0.9678) with observed data and has a sinusoidal pattern that fits the low and moderately high SG very well and has high bias for moderate SG values and a low bias for very high SG values. The resultant SG formula is as follows:

 

SG(Regression)= 2.567 + 0.0048*Cu(wt%) + 0.045*Fe(wt%) + 0.032*Ba(wt%) + 0.023%*Zn(wt%)

 

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Figure 11-4    Scatter Plot Showing the Measured Specific Gravity versus Multiple (Copper, Iron, Zinc, Barium) Regression Estimate (West, A., 2014)

 

11.8.5.4Density Determinations Performance

 

The SG of a field sample interval can be reproduced in the laboratory or estimated from assay values using either a stoichiometric method which assumes a fixed metal residency in certain sulphide and sulphates or by a multiple regression method that empirically fits measured data. Overall, this QA/QC analysis suggests that the measured SG values can be replicated by various methods, thus supporting the quality of the measured SG data.

 

11.8.6Acid Base Accounting Sampling QA/QC

 

SRK conducted a QA/QC review of the 2010 ABA dataset for the Arctic Project in July 2011 and concluded that data quality was acceptable.

 

QA/QC of the ABA dataset generated in 2015 and 2016 was conducted by SRK in November 2016 through January 2017 and data quality was concluded to be acceptable. SRK conducted a QA/QC review of the 2019 ABA dataset from kinetic test samples in July 2019 and also concluded that the data quality was acceptable.

 

SRK conducts monthly QA/QC review of kinetic test leachates for all operating kinetic tests. The kinetic test program also includes duplicate and blank tests. Data are reviewed for ion balance, potential contamination, reproducibility, changes in long-term trends, and anomalous spikes in the data. Where considered necessary by SRK, the laboratory is asked to rerun leachates from kinetic tests to investigate QC concerns.

 

11.9Comment on Section 11

 

BDRC believes the database meets or exceeds industry standards for data quality and integrity. BDRC further believes the sample preparation, security and analytical procedures are adequate to support resource estimation.

 

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12Data Verification

 

12.1Drill Hole Collar Verification

 

Nine drill hole collars (AR-03, AR-04, AR-10, AR-44, AR-47, AR-64, AR05-0094, AR05-0097 and AR-40) were located by Tetra Tech using a Garmin Etrex 20 global positioning system (GPS) unit. The offset distances between the collar coordinates reflected in the drill hole database provided by Trilogy Metals and the measured positions range from 3.4 to 7.8 m with an average offset of 4.8 m. This range is within the tolerance to be expected from GPS measurements and the collar positions are adequately located to form the basis of resource estimation work.

 

BDRC checked the locations of holes drilled to infill the PEA drill pattern. Infill holes were correctly located relative to the prior drilling. All holes were compared to the LiDAR survey of the topographic surface and found to be in the correct locations. All holes are adequately located to support resource estimation.

 

12.2Topography Verification

 

Agreement between surveyed drill hole collar elevations and the LiDAR topographic surface verified the correctness of the digital topography.

 

12.3Core Logging Verification

 

Tetra Tech visited the Trilogy Metals core storage facility in Fairbanks in 2013 and reviewed three drill holes for lithology, mineralization and the quality of storage.

 

Core boxes were found to be in good condition and intervals were easily retrieved for the following drill holes:

 

·AR05-0092 (129 to 147 m)

 

·AR08-0117 (128 to 216 m)

 

·AR08-0126 (144 to 211 m)

 

Logged descriptions of massive and semi-massive sulphide mineralization and general sampling results corresponded to the appearance of the core for selected intervals.

 

BDRC made similar observations of the core logging and geology data collection. The core logging information is acceptable for resource estimation purposes.

 

12.4Database Verification

 

The Trilogy Metals drill database was reviewed, and no significant concerns were noted. Nine holes were randomly selected from the Arctic database representing 6% of the data. The assay grades from these holes were extracted from MineSight™ and compared to the values listed in certified assay certificates. No errors were found.

 

The results of previous data verifications by external QPs (SRK 2012, Tetra Tech 2013), completed for Trilogy Metals, were also reviewed. The previous data verification exercises included extensive reviews of all NovaGold drilling as well as drilling completed by previous operators. Based on the current review, BDRC believes that the data verification completed on the Trilogy Metals dataset is sufficiently robust to support resource estimation.

 

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12.5QA/QC Review

 

Standards, blanks, duplicates and check samples were regularly submitted at a combined level of 20% of sampling submissions for all NovaGold/NovaCopper/Trilogy Metals era campaigns. GeoSpark conducted QA/QC reviews of all sampling campaigns which included review for accuracy, precision and bias (see Section 11). In addition to the QA/QC review, GeoSpark was retained to provide ongoing database maintenance and QA/QC support.

 

BDRC reviewed the QA/QC dataset and reports and found the sample insertion rate and the timeliness of results analysis meets or exceeds industry best practices. The QA/QC results indicate that the assay results collected by Trilogy Metals, and previously by NovaGold and NovaCopper, are reliable and suitable to support Mineral Resource estimation.

 

12.6Comment on Section 12

 

It is BDRC’s opinion that the drill database and topographic surface for the Arctic deposit are reliable and sufficient to support the current estimate of Mineral Resources.

 

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13Metallurgical Testwork Review

 

13.1Introduction

 

Metallurgical studies have spanned over 30 years with metallurgical testwork campaigns undertaken at the Kennecott Research Center (KRC) in Salt Lake City, Utah, Lakefield Research Ltd., Lakefield Ontario (Lakefield); SGS, Vancouver, BC (SGS Vancouver); and ALS Metallurgy, Kamloops, B.C. (ALS Metallurgy). Metallurgical testwork laboratories are typically not accredited. The KRC was not independent of Kennecott at the time the testwork was completed; all other laboratories were and are independent of NovaGold, NovaCopper and Trilogy Metals.

 

The testwork conducted in 2012 through 2019 was under the technical direction of IME. Testwork prior to 2012 is considered historical in nature and has provided some guidance to the project development, but is not used in any predictive manner or used in the generation of design criteria. The most recent testwork was focused on a conventional process flowsheet employing crushing, grinding, bulk flotation of a copper and lead concentrate, flotation of a zinc concentrate and the subsequent separation of copper and lead values via flotation. A flowsheet for the proposed process is shown in Figure 13-1 and this flowsheet has not changed during the time period from 2012 to 2019.

 

The LOM average metallurgical performance forecasts, based on testwork completed and expected mine production grades is shown in Table 13-1. This overall project metallurgical accounting is based on locked cycle testwork, conducted on a distribution of samples from the deposit. Since 2012, testwork has been focused on optimizing the performance of the recommended flowsheet.

 

Table 13-1     Summary of Overall Forecast Metal Recovery - Arctic Deposit

 

        Concentrate Grade   Metal Recoveries  
               
Process Stream   Mass
%
  Cu
%
  Pb
%
  Zn
%
  Au
g/t
  Ag
g/t
  Cu
%
  Pb
%
  Zn
%
  Au
%
  Ag
%
 
Process Feed   100.0   2.24   0.54   3.12   0.47   34.69                      
Copper Conc.   6.65   30.3   0.66   1.6   0.76   138   89.9   8.1   3.4   10.9   26.4  
Lead Conc.   0.78   6.9   55.0   1.8   37.3   2806   2.4   79.0   0.4   62.1   63.1  
Zinc Conc.   4.78   1.3   0.25   59.2   0.53   24.5   2.7   2.2   90.6   5.4   3.4  
Tailings   87.8   0.13   0.07   0.20   0.12   2.81   4.95   10.7   5.56   21.6   7.11  

 

A summary of the testwork programs completed for the project, dates of testwork and testwork objectives is shown in Table 13-2

 

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Table 13-2        Summary of Testwork Chronology and Reporting from 2012 to 2019

 

Laboratory Project No. Report date Testwork Objectives
KRC - 1970-1976 Preliminary mineralogy and flotation testing
Lakefield - 1999 Preliminary flotation testwork.
SGS Vancouver 50173-001 Oct. 4, 2012 Flotation scoping and locked cycle testing (LCT), Bond work index, (BWi), using 4 large composite samples
ALS Metallurgy KM5000 Mar. 27, 2017 Flotation scoping and LC Testing, BWi, using a master composite and 14 variability samples, preliminary copper/lead separation testwork.
ALS Metallurgy KM5372 July 11, 2017 Additional copper/lead separation testwork and detailed precious metal mineralogy
ALS Metallurgy KM5567 Feb. 26, 2018 Talc optimization testwork and copper/lead separation testwork.
JKTech 18017/P14 July 2018 Drop Weight testing of Comp. sample
JKTech 19017/P16 Sept. 2019 SMC testing of Variability Samples
Inter. Metallurgy - April 22, 2019 Cyanide destruction testwork
Pocock Industrial - August 2019 Thickening and filtration testing

 

Detailed testwork has concluded that the mineralization is well-suited to the production of separate copper, lead and zinc concentrates and no significant metallurgical impediments were observed in the various testwork programs. The presence of naturally hydrophobic talc minerals was consistently observed and talc can be effectively removed from the flotation process prior to base metal flotation. There is little reason to expect concentrates will be impaired by talc contamination. The flotation process is relatively complex with three major rougher flotation stages and two re-grind circuits with associated flotation cleaning stages. Testwork was broken into separate phases, with copper/lead separation being a key distinct phase of testing in the later stages of the program. The full-scale metal recovery and upgrading process can be well-managed with modern process control and ensuring that variability of feed grades, including talc content, can be accommodated.

 

Ancillary testwork including solid-liquid separation and cyanide detoxification testwork was completed.

 

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Figure 13-1        Proposed Copper-Lead-Zinc Flowsheet including Talc Pre-float (Ausenco, 2020)

 

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13.2Historical Testwork Review

 

13.2.1Metallurgical Testing – Kennecott Research Center (1968 to 1976)

 

Between 1970 and 1976, KRC conducted two initial mineralogical studies to evaluate and identify the potential beneficiation or metallurgical options. This early work was a cornerstone of planning later phases of testwork.

 

In the 1970 mineralogy investigation, KRC reported that the host rock of the mineralization is generally muscovite, chlorite, or talc schist. Principal economic minerals in the deposit were identified as chalcopyrite, sphalerite, and argentiferous galena.

 

The grain sizes of sulphide mineral particles ranged from submicrometer to a maximum of several centimetres; most of the sulfide particles were relatively large (coarser than 74 µm). KRC noted that the target sulphide minerals should be liberated from gangue at a primary grind size of 100% passing 100 mesh.

 

In 1976, KRC conducted preliminary comminution testwork using the standard BWi determination procedure (refer to discussion in Section 13.3.4).

 

Between 1968 and 1976, KRC carried out initial flotation testing. The focus was on selective flotation to provide separate copper, lead, and zinc concentrates for conventional smelting. In 1968, initial amenability testing was conducted on core composites from eight diamond drill holes (which is not available to review). Other tests were conducted in 1972 on four composites from three additional diamond core holes. The laboratory-scale tests conducted between 1968 and 1976 included the conventional selective flotation approach to produce separate lead, copper and zinc concentrates.

 

The major problem encountered for the tests by KRC was the separation between lead and copper minerals, and the reduction of zinc deportment to the copper and lead concentrates. The copper concentrates produced from open circuit tests contained 30 to 32.4% Cu, 0.45 to 3.48% Zn and 0.15% to 1.31% Pb. The copper recoveries were < 80.7%. The lead concentrate grades were low, ranging from 17.1 to 36.5%.

 

Sphalerite flotation was generally efficient, producing zinc flotation concentrates grading approximately 55% zinc. Because of the low gold content of the test samples, no appraisal was made of gold recoveries.

 

From 1975 and 1976, large diameter cores from 14 drill holes were used for more detailed testing. Two composites labelled as Composite No. 1 (Eastern Zone) and Composite No. 2 (Western Zone), were prepared. The test program included bench-scale testing of various process parameters for sequential flotation, including locked cycle tests. A talc flotation step prior to sulfide flotation was considered to be necessary, as previously established. It was determined that chalcopyrite and sphalerite could be recovered into separate commercial grade copper and zinc concentrates. However, the production of a selective high-grade lead concentrate was not successful.

 

Using zinc sulphate and sodium bisulphate to suppress galena and sphalerite, 90% of the copper was recovered into a concentrate containing 26% Cu, 1.5% Pb, and 6% Zn. KRC indicated that because of close interlocking of chalcopyrite and sphalerite, the zinc content of the copper concentrate could not be reduced to below 6% without sacrifice of copper recovery.

 

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Only low-grade silver-bearing lead concentrates were obtained. Under the best test conditions, approximately 65% of the silver reported to the low-grade lead concentrate. Some of the silver in the mineralization occurred as tetrahedrite, which was recovered to the copper concentrate.

 

The KRC testwork did not focus on bulk copper and lead flotation and the attempt to focus on a sequential copper-lead-zinc flowsheet is considered a technical error. Subsequent testwork moved to a bulk copper-lead flotation process and subsequent separation of a bulk concentrate into copper and lead concentrates. Metallurgical results have improved with the change to a bulk copper-lead flowsheet in later testwork.

 

13.2.2Metallurgical Testwork – Lakefield (1998 to 1999)

 

In 1998, Lakefield conducted a metallurgical test program to confirm and improve upon the results from the KRC testwork program. The Lakefield work was carried out on test composites prepared from three separate drill holes. The test composite from the upper portion of AR-72 was identified as being low in talc content; however, composites from the lower portion of AR-72 were high in talc content, as were AR-74 and AR-75. The head analyses for the respective resulting test composites are summarized in Table 13-3.

 

Table 13-3           Head Analyses, Lakefield Research 1999

 

Composite  Talc  Cu
(%)
   Zn
(%)
   Pb
(%)
   Fe
(%)
   Au
(g/t)
   Ag
(g/t)
   ST
(g/t)
 
Hole #72 – Upper  Low   5.28    7.16    1.86    15.6    1.14    72.3    23.4 
Hole #72 – Lower  High   2.68    5.85    1.34    13.0    1.60    75.9    16.9 
Hole #74  High   2.46    4.43    0.90    17.0    1.55    45.1    23.7 
Hole #75  High   2.35    8.36    1.95    15.7    1.23    77.3    21.8 

 

Note:           ST = total sulphur

 

Lakefield conducted a series of five flotation tests using a flowsheet similar to the one adopted in the 2012-2019 testwork and incorporated a bulk copper-lead flotation stage followed by copper and lead separation.

 

The bulk copper-lead rougher concentrate was reground and subjected to two stages of cleaner flotation and one stage of copper and lead separation, using zinc oxide and sodium cyanide to depress the copper while floating the lead. The resulting lead rougher concentrate was upgraded with two stages of cleaner flotation to produce the final lead concentrate. The lead rougher flotation tailings were the final copper concentrate.

 

The zinc rougher concentrate was reground and upgraded with two stages of cleaner flotation. The results of the best open circuit flotation test for the low talc composite are summarized in Table 13-4. The test results are indicative of the results obtained later in test programs and optimization of the process would improve these results. Of note, is the high recovery of precious metals to the lead concentrates, which was also confirmed in later testwork programs.

 

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Table 13-4           Flotation Test on Ambler Low Talc Composite

 

      Assays   Distribution (%) 
Item  Weight
(%)
   Cu
(%)
   Pb
(%)
   Zn
(%)
   Au
(g/t)
   Ag
(g/t)
   Cu   Pb   Zn   Au   Ag 
Lead Concentrate   2.22    6.5    58.8    3.43    38.9    1,703    2.7    68.1    1.1    48.7    47.3 
Copper Concentrate*   15.76    29.1    1.2    2.61    1.23    73.5    86.8    9.8    5.7    10.9    14.5 
Zinc Concentrate   9.91    0.44    0.36    59.1    0.65    14.7    0.8    1.9    81.1    3.6    1.8 
Zinc Tailings**   61.6    0.11    0.13    0.22    0.4    3.47    1.2    4.3    1.9    13.7    2.7 
Head (Calculation)   100.0    5.28    1.92    7.21    1.78    80.1    100.0    100.0    100.0    100.0    100.0 

 

Notes:*Pb Rougher Tailings

 

**Does not include intermediate cleaner tailings

 

Lakefield also conducted flotation tests on each of the high talc composites using a test procedure similar to the one used for the low talc composite, with the exception that carboxymethyl cellulose (CMC) was added as a depressant for talc. The results of these tests showed that the presence of talc had a significant negative impact on the copper and lead mineral recoveries. Lakefield also used talc pre-flotation prior to sulphide flotation in an effort to reduce talc effect on base metal flotation. It appears that the talc pre-flotation improved copper and lead metallurgical performances. However, the test results showed that elevated talc content had a significant effect in copper and lead flotation response.

 

In the test report, Lakefield also concluded that grind particle size as coarse as approximately 80% passing 74 µm provided good results.

 

13.3Mineralogical and Metallurgical Testwork – 2012 to 2019

 

13.3.1Introduction

 

Testwork conducted prior to 2012 is considered relevant to the project, but predictive metallurgical performance is best estimated from testwork conducted on sample materials obtained from exploration work under the direction of Trilogy Metals, conducted from 2012 to 2019 (refer to Table 13-2).

 

In 2012, SGS Vancouver conducted a test program on the samples produced from mineralization zones 1, 2, 3, and 5. Drill core samples were composited from each of the zones into four different samples for the SGS Vancouver testwork which included process mineralogical examination, grindability and flotation tests.

 

SGS Vancouver used quantitative evaluation of materials by scanning electron microscopy QEMSCAN™, to develop grade limiting/recovery relationships for the composites.

 

Standard Bond grindability tests were also conducted on five selected samples to determine the BWi and abrasion index (Ai).

 

The flotation testwork investigated the effect of various process conditions on copper, lead and zinc recovery using copper-lead bulk flotation and zinc flotation followed by copper and lead separation. The testwork conducted in 2012 at SGS Vancouver forms the basis for predicting metallurgical performance of the mineralized zone in terms of recovery of copper and lead to a bulk concentrate as well as predicting zinc recovery to a zinc concentrate.

 

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In 2017, testwork moved to ALS Metallurgy and was focused on predicting the expected performance of the proposed copper and lead separation process, which required the use of larger test samples. A pilot plant was operated to generate approximately 50 kg of copper and lead concentrate, which became test sample material for use in locked cycle testing of the copper and lead separation process. This testwork allows for the accurate prediction of copper and lead deportment in the process as well as provided detailed analysis of the final copper and lead concentrates, expected from the process. Additional metallurgical testwork in the form of variability samples being subject to grindability and baseline flotation tests was also completed.

 

13.3.2Test Samples

 

The 2012 test program used 90 individual drill core sample intervals totaling 1,100 kg. Individual samples were combined into four composites representing different zones and labelled as Composites Zone 1 & 2, Zone 3, Zone 5, and Zone 3 & 5. The sample materials used in the 2012 test program at SGS Vancouver were specifically obtained for metallurgical test purposes. The drill cores were stored in a freezer to ensure sample degradation and oxidation of sulphide minerals did not occur.

 

The head grades of the composites from the 2012 SGS Vancouver testwork program are shown in Table 13-5.

 

Table 13-5           SGS Head Grades - Composite Samples - 2012

 

Sample  Cu
(%)
   Pb
(%)
   Zn
(%)
   Fe
(%)
   S
(%)
   Au
(g/t)
   Ag
(g/t)
   MgO
(%)
 
Zone 1 & 2   2.63    0.95    3.43    7.73    8.36    0.79    57.6    5.78 
Zone 3   3.56    1.73    8.58    17.5    25.8    0.67    80.4    1.94 
Zone 3 & 5   4.41    1.60    7.76    16.7    23.5    0.97    82.0    3.96 
Zone 5 B   2.56    1.33    5.68    15.8    21.2    1.16    63.0    0.90 

 

The 2017 test program involved the collection of approximately 4,000 kg of drill core from five drill holes. The core was shipped in its entirety to ALS Metallurgy for use in grinding and flotation testwork. Fifteen separate composites samples were generated by crushing defined intercepts of mineralization. These samples were riffle split to generate 15 individual samples which were separately tested for grindability and flotation response, as well, a large portion of each sample was blended to make a single large composite sample for use in copper-lead separation testwork. The copper-lead separation testwork involved operating a pilot plant for the production of a single sample of copper/lead concentrate which was then used in bench-scale flotation testing, including open circuit flotation tests as well as locked cycle flotation tests.

 

The feed grades of samples used in the 2017 testwork program at ALS Metallurgy are shown in Table 13-6.

 

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Table 13-6           ALS Metallurgy Head Grades - Composite Samples - 2017

 

Sample ID  Cu
(%)
   Pb
(%)
   Zn
(%)
   Fe
(%)
   S
(%)
   Au
(g/t)
   Ag
(g/t)
   Mg
(%)
 
Var. Comp 1   5.05    1.53    7.40    15.0    24.4    0.68    64    2.69 
Var. Comp 2   2.06    0.25    1.05    4.6    3.68    0.52    34    11.2 
Var. Comp 3   1.67    0.80    2.93    6.6    4.93    0.10    43    7.51 
Var. Comp 4   2.25    0.24    3.15    13.1    16.2    0.20    18    6.26 
Var. Comp 5   3.68    1.01    5.55    10.6    13.9    0.78    69    7.16 
Var. Comp 6   1.02    0.36    1.61    8.0    9.45    0.45    24    1.92 
Var. Comp 7   1.75    0.58    2.71    8.9    12.9    0.21    32    3.46 
Var. Comp 8   3.00    0.68    4.65    10.0    13.3    0.75    56    9.18 
Var. Comp 9   5.46    1.37    6.60    9.2    14.0    0.15    50    5.65 
Var. Comp 10   4.16    1.24    5.63    13.4    22.1    0.06    34    3.58 
Var. Comp 11   2.78    0.40    4.56    12.7    16.9    0.64    40    6.84 
Var. Comp 12   1.53    0.07    0.56    4.4    3.15    0.59    16    10.6 
Var. Comp 13   1.98    0.30    1.48    6.2    6.25    0.26    38    9.61 
Var. Comp 14   2.37    2.43    9.50    15.1    23.7    0.84    62    0.81 
PP Comp.   2.92    0.86    4.66    10.8    13.8    0.56    41    5.93 

 

Shown in Figure 13-2 are the copper and zinc grades of the SGS Vancouver and ALS Metallurgy testwork samples compared to the designed plant feed grades. The ALS Metallurgy samples are more representative of the expected mine production due to the lower range of copper and zinc grades that are available. There is a strong correlation between copper and zinc grades within the test samples. The metallurgical balance shown in Table 13-1 is based on LOM feed grades and is consistent with the LOM data point shown in Figure 13-2.

 

Shown in Figure 13-3 are the copper and lead grades of the various test samples used in the ALS Metallurgy and SGS Vancouver programs. There is a consistent copper to lead ratio of approximately 3.5-4.5 within the test samples and the LOM grades are shown to be within the distribution of test samples.

 

 

 

Figure 13-2         Cu and Zn Test Sample Grades for ALS Metallurgy/SGS Programs (Austin, 2020)

 

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Figure 13-3         Cu and Pb Test Sample Grades for ALS Metallurgy/SGS Programs (Austin, 2020)

 

The volume of talc observed in the various test samples ranged from a low of zero contained talc to a high of 42% by weight floatable talc. Shown in Figure 13-4 is the distribution of talc within both the SGS Vancouver and ALS Metallurgy samples. The estimated LOM talc content is estimated at 5.1%. Only one of the SGS Vancouver test samples exceeded the LOM talc content, while 11 of the 14 ALS Metallurgy samples exceeded the LOM talc content. A composite of the ALS Metallurgy samples was approximately twice the talc content of the expected mine production. Talc, while a significant issue for the flotation process is likely overestimated in terms of its potential negative impact, owing to the large number of high talc samples seen in the ALS Metallurgy sample set. It has also been clearly demonstrated that even high volumes of talc can be effectively removed from the base metal flotation process and remove the impact of talc diluting base metal concentrates.

 

 

 

Figure 13-4         Distribution of Talc content within the 2012 and 2017 Test Samples (Austin, 2020)

 

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13.3.3Mineralogical Investigations

 

SGS Vancouver used QEMSCAN™ to complete a detailed mineralogical study on each composite to identify mineral liberations and associations. The mineral modal abundance for the composites is shown in Table 13-7.

 

The mineralogical results obtained by SGS Vancouver were typical for the balance of other samples observed in the ALS Metallurgy QEMSCAN analysis and no significant liberation or changes in mineral occurrences were observed in later QEMSCAN work. Metal and talc grades all were observed to be variable in the mineralogical evaluations, but did not significantly impact textural relationships.

 

Table 13-7           Mineral Modal Abundance for Composite Samples - SGS 2012

 

   Mass (%) 
Mineral  Zone 1 & 2   Zone 3   Zone 3 & 5   Zone 5 
Chalcopyrite   9.2    9.4    12.2    6.4 
Bornite   0.02    0.01    0.03    0.4 
Tetrahedrite   0.1    0.4    0.2    0.2 
Antimony   0.03    0.2    0.005    0.3 
Galena   1.3    2.1    2.1    2.1 
Sphalerite   7.2    14.6    14.3    11.3 
Pyrite   6.7    30.4    23.8    27.8 
Pyrrhotite   2.2    0.2    0.2    1.4 
Arsenopyrite   0.5    0.1    0.6    2.2 
Other Sulphides   0.1    0.1    0.2    0.1 
Quartz   30.2    8.6    9.0    16.6 
Feldspar   0.9    0.2    0.4    0.3 
Magnesium-Chlorite   11.9    3.4    2.8    1.1 
Talc   2.0    0.8    6.3    0.1 
Micas   14.2    1.9    7.0    9.4 
Cymrite   3.5    3.9    1.8    1.9 
Clays   0.6    0.05    0.2    0.1 
Iron Oxides   0.3    0.3    0.5    0.3 
Carbonates   3.4    1.3    4.2    2.0 
Barite   3.0    21.8    13.4    14.5 
Fluorite   1.7    0.1    0.4    1.2 
Other   1.1    0.3    0.4    0.4 
Total   100.0    100.0    100.0    100.0 

 

The mineralogical study showed that the mineralogy of all four composites was similar, but mineral volumes were highly variable between samples. Each composite was composed mainly of pyrite, quartz, and carbonates. However, Composite Zone 1 & 2 contains approximately 30% quartz, compared to 8.6% for Composite Zone 3, and 16.6% for Composite Zone 5. The study also showed that Composite Zone 1 & 2 had the lowest pyrite content (6.7%) while Composites Zone 3 and Zone 5 contained approximately 30.4% and 27.8% pyrite, respectively.

 

In all samples, the major floatable gangue minerals were talc and pyrite. Chalcopyrite was the main copper carrier. Combined bornite, tetrahedrite, and other sulphides accounted for less than 5% of the copper contained in the various samples. Galena was the main lead mineral and sphalerite was the main zinc mineral.

 

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All the composites contained a significant amount of talc, which may have the potential to dilute final concentrates. Therefore, SGS Vancouver recommended that talc removal using flotation be employed prior to base metal flotation and this recommendation was carried throughout all testwork.

 

At a grind size of approximately 80% passing 70 µm, chalcopyrite liberation ranged from approximately 80 to 87% (free and liberated combined) for all composites. The chalcopyrite is mostly free, with 7 to 10% associated with pyrite. For all composites, galena liberation ranged from 54 to 68% (free and liberated combined). Sphalerite liberation varied between 81 to 89%. Sphalerite is mostly free with about 7 to 10% associated with pyrite. Mineral liberation plays a significant role in removing talc during the pre-float stage and finer grinding benefits the removal of talc prior to sulphide flotation and subsequent re-grinding.

 

13.3.4Comminution Testwork

 

KRC completed BWi tests on seven specific samples from the Arctic project in the 1976 testwork program. SGS Vancouver conducted comminution tests on five selected samples during their testwork program in 2012. The SGS Vancouver tests included the BWi tests and Ai tests. ALS Metallurgy also conducted BWi determinations on a number of samples during the 2017 to 2019 testwork program and these results from all three programs are summarized in Table 13-10. The BWi values range from 6.5 to 11 kWh/t for the materials sampled. The data indicates that the samples are relatively soft to ball mill grinding. The Ai ranged from 0.017 to 0.072 g, which indicates that the samples are not abrasive.

 

Grinding testwork for semi-autogenous grind (SAG) mill characterization was completed in conjunction with the ALS Metallurgy 2017 work. JKTech completed SMC and DWi testing of samples specifically selected for SAG amenability testing. Additional BWi determinations were also completed on the samples selected for SMC testwork; those BWi test results are included in Table 13-9 with the SMC results. Drill core data for the various SMC samples are contained in Table 13-8.

 

A total of 46 BWi tests were completed.

 

Table 13-8 Bond Ball Mill Work Index and Abrasion Index Test Results

 

Sample  Mesh of
Grind Size
   P80
(µm)
   BWi
(kWh/t)
   Ai
(g)
 
1976 KRC samples
Hole – 11B   150    -    11.96    - 
Hole – 34B   150    -    8.33    - 
Hole – 34B   150    -    5.71    - 
Hole – 34B   150    -    11.3    - 
Hole – 34C   150    -    9.98    - 
Hole – 48A   150    -    10.5    - 
Hole – 48B   150    -    9.60    - 
2012 SGS Vancouver samples
MET – 1105341   150    88    6.7    0.032 
MET – 1106043   150    88    6.5    0.019 
MET – 1105868   150    85    7.4    0.030 
MET – 1106033   150    87    9.3    0.072 

 

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Sample  Mesh of
Grind Size
   P80
(µm)
   BWi
(kWh/t)
   Ai
(g)
 
MET – 1105853   150    89    11.1    0.017 
2017 ALS Metallurgy samples
Composite 1   106    106    9.0    - 
Composite 2   300    228    8.6    - 
Composite 3   300    232    8.1    - 
Composite 4   300    226    6.6    - 
Composite 5   300    233    7.1    - 
Composite 6   300    233    6.1    - 
Composite 7   300    223    6.2    - 
Composite 8   300    234    9.0    - 
Composite 9   300    236    6.4    - 
Composite 10   300    237    5.3    - 
Composite 11   300    225    7.2    - 
Composite 12   300    234    10.3    - 
Composite 13   300    229    10.1    - 
Composite 14   300    231    6.4    - 
PP Composite 1   300    231    7.2    - 

 

ALS Metallurgy, in conjunction with the JKTech completed DWi testing and SMC tests on 19 individual samples.

 

SMC testwork was also completed by JKTech, including breakage parameters a x b, BWi and autogenous grind/SAG mill specific energy (SCSE). The SMC data show the materials to be soft to very soft in terms of SAG milling characteristics. Test results are provided in Table 13-9.

 

Table 13-9            Summary of SMC Test Results and Additional BWI Data

 

Sample  a x b   SCSE
kWhr/t
   BWi
(kWh/t)
 
SMC - 1   148.9    6.13    10.9 
SMC – 2   NA    NA    11.9 
SMC – 3   239.9    5.31    7.1 
SMC – 4   106.8    6.89    8.5 
SMC – 5   203.5    5.56    6.8 
SMC – 6   272.7    4.71    5.4 
SMC – 7   629.3    3.98    12.5 
SMC – 8   301.8    5.09    11.7 
SMC – 9   220.5    5.11    8.2 
SMC – 10   180.2    5.77    6.4 
SMC – 11   143.8    6.25    10.8 
SMC – 12   150.7    6.15    11.4 
SMC – 13   98.8    7.07    7.6 
SMC – 14   115.2    6.68    9.7 
SMC – 15   182.5    5.77    9.0 
SMC - 16   71.6    8.21    9.9 
SMC – 17   86.2    7.27    10.5 
SMC – 18   94.2    7.26    10.3 

 

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Sample  a x b   SCSE
kWhr/t
   BWi
(kWh/t)
 
SMC – 19   169.3    5.83    8.4 
Average Value   189.8    6.05      

 

13.3.5Flotation Testwork

 

The predictive metallurgical results for the project are based on locked cycle flotation testwork which mirrors the performance of an operational plant and accounts for circulating loads and intermediate products. Each research program consisted of a large number of open circuit flotation tests that provided guidance to the selection of operating conditions to be used in locked cycle tests.

 

In the testwork conducted by Trilogy Metals, testwork was focused on the use of the flowsheet shown in Figure 13-1. Historical testwork provided some guidance to the selection of this flowsheet.

 

In 2012, SGS Vancouver conducted bench-scale flotation testwork to investigate the recovery of copper, lead, zinc, and associated precious metals using bulk copper-lead flotation and zinc flotation, followed by copper and lead separation. Four wide-ranging composite samples were tested for rougher flotation kinetics, cleaner efficiency, and copper and lead separation flotation efficiency. All of the testwork used a phased approach to completing testwork, with a preliminary phase of flotation testwork generating a bulk copper-lead concentrate and a final zinc concentrate. The bulk copper-lead concentrate was typically used in a second phase of testing, which was focused on separation of copper and lead minerals into copper and lead concentrates. The second phase of testwork typically also involved open-circuit flotation tests and locked cycle tests.

 

All flotation testwork either at SGS Vancouver or ALS Metallurgy had the same froth characteristics.

 

The froth product is typically light in density and can require extensive flotation time. Very high talc recoveries are required to protect the lead concentrate from contamination as the lead concentrate is the destination for mis-reporting talc. Talc levels in test samples ranged from 0.0 to 40% talc on a weight basis, the LOM average for talc is approximately 5.1%.

 

The ratio of copper to lead is approximately four in the feed samples tested and within the Mineral Reserve estimates. This copper and lead concentrate is readily upgraded to provide feed to a copper and lead separation circuit. This froth is heavy and flotation rates for copper and lead are considered fast. In all copper and lead flotation, Cytec reagent 3418A was used as a copper and lead collector.

 

Zinc flotation follows both talc flotation and copper/lead bulk flotation. Zinc is depressed through both stages of talc and copper/lead flotation with the use of zinc sulphate and cyanide. Zinc minerals are activated with the addition of copper sulphate and a xanthate-based collector.

 

Zinc flotation is relatively fast and froths are generally heavily laden with mineral.

 

The separation of copper and lead is completed using a high-grade concentrate of copper and lead minerals. The basis of the copper and lead separation is the depression of copper minerals using cyanide to render the copper minerals hydrophilic.

 

Locked cycle test results form the basis of metallurgical predictions for the Arctic project and are reported within Table 13-12 for the SGS testwork program and within Table 13-13 for the ALS Metallurgy testwork program.

 

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The SGS testwork produced similar metallurgical performances among the composite samples tested and results were consistent with expectations outlined in the various mineralogical examinations and preliminary testwork results. Further optimization testwork would likely have improved the flotation performance of the composite sample for Zone 1&2 (LCT6), sample availability was limited for this composite.

 

The SGS Vancouver flotation testwork points to high recoveries of copper and lead to a bulk concentrate of copper and lead which would be subsequently separated. Copper recoveries were in the range of 90 to 92%. Zinc recoveries were typically in the range of 89 to 92%. The majority of mis-reporting of copper was to the zinc concentrate and the majority of mis-reporting zinc was to the copper-lead concentrate. On-going optimization of the flotation process will likely reduce the mis-reporting of metals, through changes in reagent additions, grind size optimization and concentrate mass recovery.

 

Flotation testwork conducted in 2017 at ALS Metallurgy, was focused on a detailed evaluation of the performance of a copper and lead separation process and included open circuit flotation tests and locked cycle flotation testing of the copper-lead separation process.

 

A master composite was made from 14 variability samples from the deposit. Locked cycle testing for this composite was completed to provide a comparison with the SGS Vancouver test results

 

A summary of the locked cycle test results for both the SGS Vancouver and ALS Metallurgy test programs in contained in Table 13-10.

 

Table 13-10          Summary of Locked Cycle Recovery Data for Composite Sample Testing

 

    Recovery to Bulk Cu/Pb Concentrate or Zinc Concentrate 
Sample   Cu1
(%)
    Pb1
(%)
    Zn2
(%)
    Au1
(g/t)
    Ag1
(g/t)
 
SGS Vancouver 2012                         
Zone 3   92.5    92.6    93.0    77.6    85.9 
Zone 5   91.3    92.0    89.3    70.9    84.2 
Zone 3&5   91.7    92.3    91.6    75.8    85.0 
Zone 1&2   84.2    94.0    85.7    79.7    84.2 
ALS Metallurgy 2017                         
Master Comp.   94.1    88.7    87.8    74.4    85.4 

 

Notes:

 

1.Represents recovery to a bulk concentrate prior to Cu/Pb separation.

 

2.Represents recovery to a final zinc concentrate

 

Locked cycle test results for the ALS Metallurgy master composite is contained in Table 13-10 and reports results for the production of a bulk copper-lead concentrate and a zinc concentrate. Table 13-11 provides the results for the SGS Vancouver testwork program and Table 13-12 includes the results for the ALS Metallurgy testwork program

 

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Date: September 2020
 Page 13-14

 

 

 

   

 

Table 13-11           Locked Cycle Metallurgical Test Results – SGS Vancouver 2012

 

             Assays   Distribution (%) 
Test No.  Product  Regrind Size
80% Passing
  Weight
%
   Cu
(%)
   Pb
(%)
   Zn
(%)
   Au
(g/t)
   Ag
(g/t)
   S
(%)
   Cu   Pb   Zn   Au   Ag   S 
Zone 3  Talc Concentrate  Cu/Pb Rougher   1.6    2.39    2.44    4.05    0.51    105.0    9.97    0.4    0.8    0.3    0.4    0.8    0.2 
LCT-2  Cu/Pb Cleaner 2 Conc.  Concentrate: 43 µm;   12.9    24.7    12.4    3.61    4.73    506    30.5    92.5    92.6    5.5    77.6    85.9    15.4 
   Zn Cleaner 2 Concentrate  Zn Rougher   12.9    1.02    0.38    61.4    0.40    41.7    32.9    3.8    2.8    93.0    6.5    7.1    16.5 
   Zn Cleaner 1 Sc. Tailings  Concentrate: 41 µm   5.9    0.85    0.33    0.86    0.97    35.0    38.7    1.5    1.1    0.6    7.3    2.7    9.0 
   Zn Rougher Tailings      66.7    0.10    0.07    0.09    0.10    4.01    22.5    1.9    2.7    0.7    8.3    3.5    58.9 
   Feed      100.0    3.42    1.71    8.43    0.78    75.3    25.4    100.0    100.0    100.0    100.0    100.0    100.0 
Zone 5  Talc Concentrate  Cu/Pb Rougher   1.3    7.15    3.71    2.46    1.22    187.0    13.7    1.2    1.2    0.2    0.3    1.4    0.3 
LCT-3   Cu/Pb Cleaner 2 Conc.  Concentrate: 36 μm;   9.9    23.8    12.9    5.04    11.2    499    31.5    91.3    92.0    9.1    70.9    84.2    14.7 
   Zn Cleaner 2 Concentrate  Zn Rougher   8.3    0.91    0.56    59.1    0.55    46.4    30.5    2.9    3.4    89.3    2.9    6.6    11.9 
   Zn Cleaner 1 Sc. Tailings  Concentrate: 35 μm   7.1    0.80    0.28    0.56    4.55    30.0    32.4    2.2    1.4    0.7    20.5    3.6    10.7 
   Zn Rougher Tailings      73.4    0.09    0.04    0.05    0.11    3.38    18.1    2.4    2.0    0.7    5.3    4.2    62.4 
   Feed      100.0    2.56    1.37    5.47    1.55    58.2    21.1    100.0    100.0    100.0    100.0    100.0    100.0 
Zone 3 & 5   Talc Concentrate  Cu/Pb Rougher   7.3    0.72    0.38    1.37    0.11    17.6    3.01    0.4    0.6    0.4    0.3    0.6    0.3 
LCT 4  Cu/Pb Cleaner 2 Conc.  Concentrate: 45 μm;   16.0    25.3    9.25    3.13    4.28    408    29.4    91.7    92.3    6.4    73.8    85.0    21.3 
   Zn Cleaner 2 Concentrate  Zn Rougher   11.8    1.78    0.39    60.9    0.48    50.7    32.5    4.8    2.9    91.6    6.1    7.8    17.4 
   Zn Cleaner 1 Sc. Tailings  Concentrate: 23 μm   4.8    1.15    0.38    1.09    2.6    39.8    27.1    1.3    1.1    0.7    13.5    2.5    5.9 
   Zn Rougher Tailings      60.2    0.14    0.08    0.13    0.1    5.19    20.2    1.9    3.2    1    6.3    4.1    55.1 
   Feed      100.0    4.41    1.6    7.85    0.93    76.6    22.1    100    100    100    100    100    100 
Zone 1 & 2  Talc Concentrate  Cu/Pb Rougher   4.8    0.67    0.34    0.90    0.40    13.9    1.88    0.4    0.6    0.4    0.8    0.4    0.3 
LCT-6  Cu/Pb Cleaner 2 Conc.  Concentrate: 62 μm;   9.5    23.7    9.54    5.12    6.65    481    30.2    84.2    94.0    14.3    79.7    84.2    32.5 
   Zn Cleaner 2 Concentrate  Zn Rougher   6.4    5.84    0.49    44.5    0.91    101.5    32.8    14.0    3.2    83.7    7.4    12.0    23.9 
   Zn Cleaner 1 Sc. Tailings  Concentrate: 55 μm   7.4    0.22    0.06    0.17    0.91    12.3    19.6    0.6    0.5    0.4    8.4    1.7    16.4 
   Zn Rougher Tailings      71.8    0.03    0.02    0.06    0.04    1.34    3.30    0.8    1.7    1.2    3.7    1.8    26.8 
   Feed      100.0    2.69    0.97    3.42    0.80    54.6    8.8    100.0    100.0    100.0    100.0    100.0    100.0 

 

Note:          LCT = locked cycle test

 

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Date: September 2020
 Page 13-15

 

 

   

 

Table 13-12           Locked Cycle Metallurgical Test Results – ALS Metallurgy 2017

 

             Assays   Distribution (%) 
Test No.  Product  Regrind Size
80% Passing
  Weight
%
   Cu
(%)
   Pb
(%)
   Zn
(%)
   Au
(g/t)
   Ag
(g/t)
   S
(%)
   Cu   Pb   Zn   Au   Ag   S 
Zone 3  Talc Concentrate  Cu/Pb Rougher   1.6    2.39    2.44    4.05    0.51    105.0    9.97    0.4    0.8    0.3    0.4    0.8    0.2 
LCT-2  Cu/Pb Cleaner 2 Conc.  Concentrate: 43 μm;   12.9    24.7    12.4    3.61    4.73    506    30.5    92.5    92.6    5.5    77.6    85.9    15.4 
   Zn Cleaner 2 Concentrate  Zn Rougher   12.9    1.02    0.38    61.4    0.40    41.7    32.9    3.8    2.8    93.0    6.5    7.1    16.5 
   Zn Cleaner 1 Sc. Tailings  Concentrate: 41 μm   5.9    0.85    0.33    0.86    0.97    35.0    38.7    1.5    1.1    0.6    7.3    2.7    9.0 
   Zn Rougher Tailings      66.7    0.10    0.07    0.09    0.10    4.01    22.5    1.9    2.7    0.7    8.3    3.5    58.9 
   Feed      100.0    3.42    1.71    8.43    0.78    75.3    25.4    100.0    100.0    100.0    100.0    100.0    100.0 

 

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Date: September 2020
 Page 13-16

 

 

 

   

 

13.3.6Copper/Lead Separation Testwork

 

SGS Vancouver performed preliminary open-circuit copper and lead separation tests on the bulk copper-lead concentrates produced from the locked cycle tests in open circuit flotation tests. Sodium cyanide was used to suppress copper minerals; 3418A was used as the lead collector and lime was added to adjust the pulp pH to 10. Table 13-13 summarizes the separation test results. These results were obtained using small concentrate samples of approximately 200 g following the production of bulk concentrates in locked cycle testwork. These results also indicated that the separation of copper and lead was feasible using depression of copper and the flotation of lead minerals. Lead concentrate grades as high as 60% lead were obtained in these preliminary open-circuit tests at SGS Vancouver and rougher flotation recoveries for lead were observed in the range of 88 to 95%.

 

Additional testwork to provide detailed estimates of the performance of the copper and lead flotation process was conducted at ALS Metallurgy. Approximately 50 kg of bulk copper and lead concentrate was produced in a pilot plant program with the specific objective of completing detailed copper and lead separation testwork. The separation testwork performed very well, however, lower than expected lead concentrate grades were obtained due to talc contamination of the final lead concentrate. This contamination was due to non-optimal talc flotation conditions within the pilot plant.

 

Results for two locked cycle tests using the pilot plant bulk concentrate are shown in Table 13-14. Recovery of lead to a final concentrate was consistent at 88% of the lead contained in the bulk concentrate. Recovery of copper to a final concentrate was consistent at 97.4% of the copper contained in a bulk concentrate.

 

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Date: September 2020
 Page 13-17

 

 

   

 

Table 13-13       SGS Vancouver Open Circuit Copper and Lead Separation Test Results

 

            Assays   Distribution (%)  
Test   Product   Weight
%
  Cu
(%)
  Pb
(%)
  Zn
(%)
  Ag
(g/t)
  Au
(g/t)
  S
(%)
  Cu   Pb   Pb   Ag   Au   S  
Zone 3 & 5
Cu/Pb Separation Feed from LCT-4
(Cycle 2)
  Pb 2nd Cleaner Concentrate   8.2   5.99   41.0   2.02   2,330   18.9   13.1   1.9   37.0   6.0   44.7   35.9   3.4  
  Pb 1st Cleaner Concentrate   22   6.87   37.5   4.34   1,665   13.6   20.6   5.9   90.8   34.8   85.7   69.5   14.3  
  Pb Rougher Concentrate   37.7   16.4   23.0   3.43   1,033   9.17   26.2   24.1   95.5   47.4   91.3   80.3   31.4  
  Pb Rougher Tailings (Cu Concentrate)   62.3   31.3   0.65   2.31   59   1.36   34.7   75.9   4.5   52.6   8.7   19.7   68.6  
  Cu/Pb 2nd Cleaner Concentrate (Head)   -   25.7   9.07   2.73   4.27   4.31   31.5   -   -   -   -   -   -  
Zone 3
Cu/Pb Separation from Open Circuit Test (Test F25)
  Pb 2nd Cleaner Concentrate   2.1   2.22   58.8   5.58   1,622   0.3   20.8   1.4   74.9   1.4   44.2   1.0   1.8  
  Pb 1st Cleaner Concentrate   2.9   4.51   48.3   6.94   1,369   0.5   24.1   3.8   83.8   2.4   50.9   2.0   2.8  
  Pb Rougher Concentrate   4.3   12.4   33.6   6.54   1,026   1.05   26.9   15.3   86.0   3.3   56.3   6.6   4.6  
  Pb Rougher Tailings (Cu Concentrate)   8.3   31.5   0.29   4.33   231   5.24   33.3   75.1   1.4   4.2   24.5   63.9   11.0  
  Cu/Pb 2nd Cleaner Concentrate (Head)   12.6   25.0   11.6   5.08   502   3.81   31.1   90.4   87.4   7.5   80.8   70.5   15.5  
Zone 5
Cu/Pb Separation Feed from LCT-5
(Cycle 2)
  Pb 2nd Cleaner Concentrate   6.6   2.42   69.0   2.68   1,230   1.27   15.8   0.6   41.1   3   17.2   1.8   3.3  
  Pb 1st Cleaner Concentrate   15.2   3.78   57.6   4.18   993   1.92   20.5   2.3   78.8   11.5   31.9   6.1   9.8  
  Pb Rougher Concentrate   25.5   10.3   40.3   4.82   778   6.31   25.1   10.5   92.4   22.1   41.9   33.6   20.1  
  Pb Rougher Tailings (Cu Concentrate)   74.5   30.0   1.13   5.79   369   4.26   34.1   89.5   7.58   77.9   58.1   66.4   79.9  
  Cu/Pb 2nd Cleaner Concentrate (Head)   -   25.0   11.1   5.54   473   4.78   31.8   100.0   100.0   100.0   100.0   100.0   100.0  
Zone 1 & 2
Cu/Pb Separation Feed from
LCT-6 (Cycle 2)
  Pb 2nd Cleaner Concentrate   7.59   2.4   57.3   5.59   0.54   1,313   15.1   0.76   47.1   8.1   0.7   20.1   3.78  
  Pb 1st Cleaner Concentrate   16.4   4.38   45.3   7.96   0.77   1,038   19.9   2.98   80.5   24.9   2.2   34.4   10.8  
  Pb Rougher Concentrate   23.6   9.6   34.3   7.19   1.13   849   22.9   9.4   87.7   32.3   4.6   40.4   17.8  
  Pb Rougher Tailings (Cu Concentrate)   76.4   28.6   1.49   4.64   7.14   386   32.6   90.6   12.34   67.7   95.4   59.6   82.2  
  Cu/Pb 2nd Cleaner Concentrate (Head)   -   24.1   9.23   5.24   5.72   495   30.3   100.0   100.0   100.0   100.0   100.0   100.0  

 

Trilogy Metals Inc.
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Date: September 2020
 Page 13-18

 

 

   

 

Table 13-14        ALS Metallurgy Locked Cycle Testing of Copper-Lead Separation Process

 

        Assays   Distribution (%)  
Test   Product   Weight
%
  Cu
(%)
  Pb
(%)
  Zn
(%)
  Ag
(g/t) 
  Au
(g/t)
  Cu    Pb    Pb    Ag    Au   
Test 33
Bulk Conc. From Pilot Plant Operation
  Pb 2nd Cleaner Concentrate (Pb Conc.)   22.1   2.68   24.2   1.35   960   6.9   2.6   87.3   11.4   70.5   85.1  
  Pb 1st Cleaner Tail   11.3   25.8   1.64   2.08   138   0.39   12.9   3.0   9.0   5.2   2.5  
  Pb Rougher Tail   66.6   28.8   0.89   3.11   110   0.33   84.5   9.7   79.5   24.3   12.5  
  Combined Tailings (Cu Concentrate)   77.9   28.3   1.00   2.96   144   0.34   97.4   12.7   88.6   29.5   14.9  
  Bulk Cleaner Concentrate (Feed)   -   22.7   6.13   2.61   301   1.79   100.0   100.0   100.0   100.0   100.0  
                                                   
Test 34
Bulk Conc. From Pilot Plant Operation
  Pb 2nd Cleaner Concentrate (Pb Conc.)   21.9   2.75   23.3   1.29   906   7.33   2.6   86.0   10.8   69.5   85.3  
  Pb 1st Cleaner Tail   11.2   26.8   1.76   2.02   132   0.44   12.9   3.3   8.7   5.2   2.6  
  Pb Rougher Tail   66.9   29.4   0.95   3.14   106   0.34   84.5   10.7   80.5   25.3   12.1  
  Combined Tailings (Cu Concentrate)   78.1   29.4   1.06   2.98   111   0.35   97.4   14.0   89.2   30.5   14.7  
  Bulk Cleaner Concentrate (Feed)   -   23.3   5.93   2.61   285   1.88   100.0   100.0   100.0   100.0   100.0  

 

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In order to further evaluate the issue of talc contamination of the lead concentrate that was observed in some of the ALS Metallurgy testwork, additional lead concentrate production testwork was undertaken using a variety of samples with moderate to very high talc contents. This testwork was completed as open-circuit tests and involved the production of a bulk concentrate and the subsequent separation of the copper and lead minerals from the bulk concentrate. The objective of this testwork was to demonstrate that when talc recovery was optimized or maximized, the lead concentrate grade target could be readily achieved. These test results are summarized in Table 13-15. The open circuit tests included operating the talc flotation process until no visible talc was being recovered in the talc flotation stage. The results of the locked cycle separation testwork where lead concentrate grades were observed to be low are included in the table. Also shown is the value of the lead concentrate carried in the predictive metallurgical balance for the project.

 

Table 13-15       Summary of Lead Concentrate Grades for Various Talc Grades in Feed

 

Sample  Talc Content   Lead Conc Grade   Copper Conc. Grade 
   %   % Pb   % Cu 
Pilot Plant Comp.   12.7    23.5    29.4 
                
5567-04(test 4)   18.4    61.1    32.3 
5567-14(test 5)   0    61.5    30.2 
5567-1(test 6)   8.5    46.9    30.8 
5567-5(test 7)   30.0    47.1    32.4 
5567-7(test 8)   10.5    48.2    29.2 
5567-9(test 9)   17.7    63.0    31.4 
5567-14(test 10)   0    56.3    29.1 
5567-5(test 11)   31.5    49.6    31.8 
5567-9(test 12)   19.0    60.2    31.0 
                
LOM Prediction   5.1    55.0    30.3 

  

The lead concentrate grades observed in the testwork summarized in Table 13-15 indicates the ability to manage lead concentrate grades by virtue of the efficiency of the talc removal process. This testwork also indicates that lead concentrate quality can be achieved when talc feed grades are several times higher than the LOM estimated talc grade.

 

Table 13-16 provides descriptions of the key metallurgical parameters for the operation of the proposed recovery and upgrading of base and precious metals. These have been estimated from numerous tests and will be modulated during the operation as feed grades and metal ratios dictate.  

 

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Table 13-16       Summary of Flotation Reagent and Grind Size Objectives

 

Process Stage  Parameter   Comment 
Flotation Feed        
Primary Grind Size  P80   70 µm 
Zinc Depressant  ZnSO4   200/100 g/t 
Zinc Depressant  NaCN   100 g/t 
         
Talc Flotation        
Frothers  MIBC   10 – 40 g/t 
         
Bulk Cu/Pb Flotation        
Flotation Collector   3418A   25-40 g/t 
Frother   MIBC    5 – 10 g/t 
Re-grind Size   P80    40 µm 
           
Zinc Flotation          
Zinc Activator   CuSO4    100-200 g/t 
Zinc Collector   SIPX    10 - 50 g/t 
Re-grind Size   P80    40 µm 
           
Cu/Pb Separation          
Copper Depressant   NaCN    60 - 120 g/t 
Lead Collector   3418A   10 g/t 

 

Note: Expected Concentrate Quality

 

ICP assays were conducted on the copper and lead concentrates produced from the locked cycle tests at ALS Metallurgy and the zinc concentrate from the locked cycle tests at SGS. The samples are thought to represent the expected concentrate quality. The main impurity elements are shown in Table 13-17.

 

The results indicated that key penalty elements, as well as precious metals are typically concentrated into a lead concentrate, leaving the copper concentrate of higher than expected quality.

 

Table 13-17       Summary of Lead Concentrate Quality

 

Lead Conc,  Pb   Zn   Cu   Au   Ag   As   Sb   Bi   F 
   %   %   %   g/t   g/t   g/t   g/t   g/t   g/t 
Average Value   55.0*   1.8    6.9    37.3*   2805*   2128    1375    3876    3260 
Sample Max        2.83                   4400    5370    5140    5900 
Sample Min        0.74                   125    32    3270    160 

 

* Reported to be consistent with predictive balance.

 

The issue of fluorine in the lead concentrate can be an issue for smelters. The level of fluorine in lead concentrates produced in laboratory tests, has been shown to be the result of small volumes of talc mineral that escape the talc pre-float circuit and will report with the lead concentrates. Talc levels and ultimately fluorine levels will be managed by optimization of the talc pre-float circuit, talc and fluorine will be effectively removed to ensure the quality of the lead concentrate. It is recommended that a value of 1500 g/t F be used in marketing evaluations of the lead concentrate. Bismuth may also be an element that will be an issue with the lead concentrates.

 

Precious metal deportment into the lead concentrate is very high and should benefit the payable levels of precious metals at a smelter.

  

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Table 13-18 provides the key features expected in the copper concentrate.

 

Table 13-18       Summary of Copper Concentrate Quality

 

Copper Conc.  Cu   Zn   Pb   Au   Ag   As   Sb   Bi   F 
   %   %   %   g/t   g/t   g/t   g/t   g/t   g/t 
Average Value   30.3*   1.6    0.70    0.8*   138*   1996    1163    175    246 
Sample Max        2.98    1.52              3350    1675    324    330 
Sample Min        0.87    0.53              102    264    115    180 

 

* Reported to be consistent with predictive balance.

 

Copper concentrates are shown to be of high quality with arsenic levels somewhat elevated, but likely below penalty levels. Sulphur levels in copper concentrates are consistent with the mineralization being chalcopyrite at approximately 30–32% sulphur.

 

Table 13-19 shows the predicted key features of the zinc concentrate.

 

Table 13-19       Summary of Zinc Concentrate Quality

 

Zinc Conc.  Zn   Cu   Pb   Au   Ag   Fe   As   Sb   Cd   Bi   F 
   %   %   %   g/t   g/t   %   g/t   g/t   g/t   g/t   g/t 
Average Val.   59.2*   1.3    0.25    0.53*   24.5*   5.47    966    115    3514    60    100 
Sample Max.        2.98    0.06              12.4    7000    570    4000    351    - 
Sample Min.        0.87    0.22              1.93    100    16    2900    11    - 

 

* Reported to be consistent with predictive balance.

 

Zinc concentrates are high grade but have elevated levels of cadmium that may incur economic penalties. Average iron content for the zinc concentrate is considered very good and further optimization of the rejection of pyrite may further reduce these reported iron levels.

 

13.4Comment on Section 13

 

The materials tested in the metallurgical programmes as described in this Section are representative of the life of mine production.

 

The flowsheet developed based on the 2012 to 2019 testwork is feasible.

 

Further metallurgical testwork is recommended using additional representative samples to further confirm the flowsheet and better understand the continuity of the Arctic deposit with respect to the metallurgical response. This testwork is recommended to take the form of locked cycle tests using a variety of samples representing spatial zones within the deposit. A continuation of a phased approach to additional testwork is recommended to ensure that representative testwork is managed properly.

 

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Lead concentrate quality has been shown to be impacted by talc flotation efficiency and a better understanding of the level of talc in an expected process feed is critical in maximizing the value of a lead concentrate. It is recommended that sample selection for future testwork consider the talc content in sample selection to avoid mis-representing the talc content of future samples.

 

There are no outstanding metallurgical issues related to the production of a copper or zinc concentrate from all of the materials tested.

 

Additional grinding testwork and concentrate characterization is also recommended for future metallurgical samples in order to bolster the confidence in the design of the proposed grinding plant.

 

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14Mineral Resource Estimate

 

14.1Introduction

 

During the summers of 2015 and 2016, Trilogy Metals conducted drilling programs designed to upgrade previous in-pit Inferred Mineral Resources to the Indicated category. During the fall of 2016, following the completion of the final drilling program, Trilogy Metals geologists reinterpreted the geologic units present in the vicinity of the Arctic Deposit. The mineral resource estimate described in this report incorporates the new geologic model and all available sample data as of April 25, 2017.

 

In 2018, Trilogy drilled seven holes designed to collect geotechnical information in the area of the proposed plant site. These holes are far removed from the Arctic deposit and have no impact on the estimate of resources.

 

In 2019, Trilogy drilled 9 holes in the area of the Arctic deposit designed to collect additional geotechnical and hydrogeological information. Portions of these holes were sampled and analyzed. The data was provided by Trilogy for review. Eight of the nine drill holes are located within the limits of the current mineral resource. Five holes are twins of previous drill holes and the results in the new holes essentially mirror those of the older drill holes. The other three holes are drilled within a maximum distance of 75m from previous drill holes and the results are similar to those found in proximal older drill holes.

 

In the opinion of the QP, the results of the 2019 drilling supports the current estimate of mineral resources and the inclusion of these nine new drill holes would have no material impact on the estimate of mineral resources at Arctic.

 

The database used to estimate the Arctic deposit mineral resource was audited by the QPs. The QPs are of the opinion that the current drilling information is sufficiently reliable to confidently interpret the boundaries of the mineralization and the assay data are sufficiently reliable to support mineral resource estimation.

 

The resource estimate was generated using MineSight v11.60-2. Some non-commercial software, including the Geostatistical Library (GSLib) family of software, was used for geostatistical analyses.

 

14.2Sample Database and Other Available Data

 

Trilogy Metals provided the Arctic database in Excel format, exported from the master database (GeoSpark Core Database System). The files contain collar, survey, assay, lithology, ABA and SG data, and other geological, and geotechnical information.

 

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14.2.1Sample Data Used in Block Model Development

 

The drilling database comprises 322 (core) holes totaling 64,260 m, this includes exploration holes that test for satellite deposits for distances up to 40 km from the Arctic deposit and includes information from 40 drill holes located outside of the Trilogy Metals property. There are 152 drill holes (32,699 m) in the immediate vicinity of the Arctic deposit that were used to support the Mineral Resource estimate.

 

The database contains a total of 12,594 samples, most of which have been analyzed for a variety of elements through a combination of ICP and XRF multi-element packages. Sample data for copper, lead, zinc, gold and silver were extracted from this database for use in the generation of this resource estimate.

 

Individual sample intervals range from 5 cm to 35.5 m in length and average 2.14 m. The few very long sample intervals represent samples taken in talus and overburden. Sample selection in the majority of drill holes was guided by the visual presence of appreciable amounts of sulphide mineralization. As a result, most core intervals where samples have not been taken are assigned default zero grade values. There are exceptions where samples were purposely not taken, such as wedge holes or holes that were drilled to provide metallurgical test material. In these cases, the un-sampled intervals remain as “missing”.

 

All drill holes at the Arctic deposit are collared on surface and are generally vertically oriented, or steeply inclined in a northeast direction. The majority of holes are spaced at 75 m to 100 m intervals, but there are rare instances where holes are located within 10 m of one another.

 

SG measurements were conducted on 3,024 samples in the database and range from a minimum of 2.43 to a maximum of 4.99 and average 3.08. The distribution of SG data is considered sufficient to support block model estimation.

 

Drill core recovery data are available for 107 holes with an overall average value of 94%. Samples in the interpreted mineralized domains average >95% recovery. There are no apparent relationships between drill core recovery and sample grade. There are no adjustments to the sample database to account for core recovery.

 

The database also contains lithology information derived during core logging. There are 33 different rock types in this dataset.

 

Trilogy Metals provided a topographic digital terrain surface, produced from LiDAR data in 2016, measuring approximately 2 km east-west by 2 km north-south that is centred over the Arctic deposit. Drill hole collar locations, surveyed using a differential GPS, correlate very well with the local digital terrain (topographic) surface.

 

Table 14-1 contains a summary of the sample data used in block model development. Note that the primary and adjusted values for copper, lead, zinc, gold and silver are included in the table (value #1 is initial data and #2 includes zero grade values assigned to select un-sampled intervals). 

 

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Table 14-1       Summary of Sample Data Used to Develop the Resource Block Model

 

Element  Number   Total Length (m)   Minimum   Maximum   Mean   Std. Dev.   Co. Of Variation 
Copper1 (%)   12,252    17,551    0.00    31.00    0.50    1.67    3.3 
Copper2 (%)   15,662    31,392    0.00    31.00    0.28    1.28    4.5 
Lead1 (%)   12,041    17,361    0.00    8.15    0.12    0.50    4.0 
Lead2 (%)   15,451    31,202    0.00    8.15    0.07    0.38    5.4 
Zinc1 (%)   12,151    17,458    0.00    27.60    0.72    2.56    3.6 
Zinc2 (%)   15,561    31,299    0.00    27.60    0.40    1.95    4.8 
Gold1 (g/t)   10,986    14,604    0.00    32.800    0.138    0.783    5.7 
Gold2 (g/t)   14,396    28,446    0.00    32.800    0.071    0.565    8.0 
Silver1 (g/t)   12,154    17,459    0.00    1,155.00    8.20    30.58    3.7 
Silver2 (g/t)   15,564    31,300    0.00    1,155.00    4.57    23.20    5.1 
Sulphur (%)   8,937    15,450    0.01    10.00    1.37    2.18    1.6 
AP   2,261    5,018    0.31    1,307.50    68.19    148.50    2.2 
NP   2,261    5,018    0.08    972.75    18.34    50.54    2.8 
Talc (%)   9,191    16,114    0.00    82.20    1.53    6.67    4.4 
SG   3,100    n/a    2.43    4.99    3.09    0.53    0.2 

 

Notes: Value#1 is initial sample data. Value#2 includes zero grades assigned to select unsampled intervals.

 

The total core length of drilling is 32,699 m.

 

The distribution of copper grades in drill holes proximal to the Arctic deposit is shown from two isometric viewpoints in Figure 14-1 and Figure 14-2.

 

 

Figure 14-1        Isometric View of Copper Grades in Drill Holes (Sim, 2019)

  

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Figure 14-2        Isometric View of Copper Grades in Drill Holes (Sim, 2019)

 

14.2.2ABA Data

 

There are 1,557 samples that have been analyzed for AP and NP. The distribution of AP and NP data, shown in Figure 14-3, is somewhat limited due to a lack of available drill core. The majority of the available AP and NP samples are located around the perimeter of the deposit and from rocks in the hanging-wall to the mineralized zones. Although the distribution of these data is not ideal, it is felt there is sufficient information available to provide reasonable estimates of the acid and neutralizing potential of the waste rocks at the Arctic deposit. There have been no adjustments to account for missing AP and NP data.

  

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Estimates of total sulphur content were also generated. There is a total of 9,316 samples that have been analyzed for total sulphur content. Approximately one half of drill holes have sulphur analysis throughout the entire length of the hole and the remainder of the drill holes have sulphur analyses taken on 10 m intervals down the hole. This provides a consistent and extensive distribution of samples that is sufficient to provide reasonable estimates of sulphur content in the block model.

 

 

Figure 14-3        Isometric Views of Available AP and NP Data (Sim, 2019)

 

 

Figure 14-4        Isometric View of Available Sulphur Data (Sim, 2019)

 

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14.2.3Talc Data

 

Trilogy Metals provided estimates of talc content, derived from calculations using the four-acid digestion ICP database. Much of the older drilling, conducted by Kennecott, does not have any geochemical data, and, as a result, there are no talc estimates for these historical drill holes. Outside of the main mineralized zones, some holes have continuous geochemical sample data, but many drill holes have geochemical samples (typically 1 m in length) that were collected on 5 to 10 m intervals. As a result, about ½ of the drill hole intervals contain calculated estimates of the percentage of talc. There have been no adjustments or modifications made to the database for intervals where no talc data is present. The distribution of available talc data is shown in Figure 14-5.

 

 

Figure 14-5        Isometric View of Available Talc Data (Sim, 2019)

 

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14.3Geologic Model

 

Trilogy Metals geologists interpreted three dimensional domains representing the distributions of various lithologic units, mineral domains, alteration facies, geotechnical domains, talc-rich zones and an area of near surface weathering. All of these domains were evaluated to determine if they should be used to control the estimation of the various elements included in the resource block model.

 

In order to replicate the stratiform nature of the mineralization in the resource model, a dynamic anisotropy approach relative to the overall trends of sulphide mineralization was applied. Three-dimensional planes were interpreted that represent the trends of the sulphide mineralization, with separate planes interpreted for each of the eight main mineralized domains. These “trend planes” generally represent the centre of each interpreted mineralized domain. The trend planes were used to control search orientations during subsequent interpolations in the model. Variograms were generated using distances relative to the trend planes rather than the true sample elevations. This approach essentially flattened out the zone during interpolation relative to the defined trend plane.

 

The interpretation of most of the geology domains was derived from a combination of information recorded during surface geologic mapping and the visual logging of drill core as well as properties exhibited by various elements in the ICP database. A series of mineralized zones (MinZone domains) were interpreted by Trilogy Metals that represent zones that exceed a grade of 0.75% copper equivalent (CuEq    ). The copper equivalent formula used the same metals prices as the resource cut-off grade detailed in Table 13 and Table 14-28 note (2). Of these, there are four or five primary domains and 12 sub-domains. The sub-domains are much smaller and are often interpreted about only one or two drill holes. Essentially all of the Mineral Resource estimate is located within the larger, primary, MinZone domains. Examples of the interpreted lithologic model are shown in Figure 14-6 and Figure 14-7.

 

 

Figure 14-6        Cross Section 613250E Showing Lithology Domains at Arctic (Sim, 2019)

 

 

Figure 14-7        Cross Section 7453000N Showing Lithology Domains at Arctic (Sim, 2019)

 

Six separate geotechnical domains were interpreted by SRK, based on a review of the local geology, alteration, weathering, overburden, major structures, minor structures (discontinuity sets), a rock mass assessment, a kinematic stability assessment and a hydrogeological assessment (see discussion in Section 9.7). These domains define differing slope sectors used in the generation of open pit designs. The domain distribution is shown in Figure 14-8.

 

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Figure 14-8        Isometric View of Geotechnical Domains (Sim, 2017)

 

A series of nine separate domains were interpreted that encompass zones where talc has been observed. The shape and distribution of the talc domains are shown in Figure 14-9. The talc domains tend to occur in the immediate stratigraphic footwall of the mineralized zones, resulting from hydrothermal alteration during the development of the semi-massive to massive sulphide zones.

 

 

Figure 14-9       Isometric Views of Talc Domains (Sim, 2019)

 

Four alteration domains were interpreted as shown in Figure 14-10. These tend to mimic the general mineralization trends of in the deposit. These domains are locally patchy and discontinuous, reflecting a lack of continuity of these alteration assemblages.

 

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Figure 14-10         Isometric Views of Alteration Domains (Sim, 2019)

 

14.3.1Summary of Geologic Domains

 

The interpreted lithology domains are summarized in Table 14-2. The lithology domains have been segregated into five general groups as follows:

 

·LTHDM 1-8: Somewhat generalized representation of the mineralized domains (MinZone domains) that host the majority of the mineralization.

 

·LTHDM 100-series: Meta-Rhyolite Porphyry (MRP).

 

·LTHDM 200-series: Grey Schist (GS).

 

·LTHDM 300-series: Quartz Mica Schist (QMS).

 

·LTHDM 400-series: Aphanitic Meta-Rhyolite (AMR).

 

Table 14-2              Summary of Lithology Domains

 

Lithology
Unit
  LTHDM  Lithology
Unit
  LTHDM  Lithology
Unit
  LTHDM  MinZone Domain  LTHDM
AMR 2A  401  GS WS  209  MRP WS  104  1  1
QMS 2WS  309  GS 2C  208  MRP WSsub  103  2, 2.5  2
QMS WS  308  GS 2B  207  MRP 2A  102  3, 3sub  3
QMS 2B  307  GS 2A  206  MRP 1A  101  4  4
QMS 2A  306  GS 2  205        5  5
QMS 1A  305  GS WX  204        7a, b, bHW, c  7
QMS 1CX  304  GS X  203        8a, b, c, cHW, d  8
QMS 1BY  303  GS Y  202            
QMS 1CZ, 1C  302  GS Z  201            

 

In order to retain the detail between the various MinZone domains, distinct codes were assigned using the individual interpreted MinZone domains as listed in Table 14-3.

 

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Table 14-3        Summary of Mineralized Zone (MinZone) Domains

 

MinZone Domain  MNZNE code  MinZone Domain  MNZNE code
1  10  7b  73
2  20  7bHW  74
2.5  25  7c  75
3  30  7cHW  76
3sub  35  8a  81
4  40  8b  82
5  50  8c  83
7a  71  8cHW  84
7aHW  72  8d  85

 

The remaining interpreted geotechnical, alteration, talc and weathered domains are summarized in Table 14-4.

 

Table 14-4         Summary of Geotech, Alteration, Talc and Weathering Domains

 

Geotech Domain  GTECH Code  Alteration Domain  ALTDM Code  Talc Domain  TALC Code  Weathered Domain  Weathered Code
2L-E  1  FW Chlorite  701  Talc  1  Weathered  1
2L-W  2  FW Chlorite-Sericite  702  No Talc  2  Fresh  2
2U  3  Intense Magnesium  703            
3  4  Sodium Enrichment  704            
4L  5  Sodium Enrichment HW  705            
4U  6  Other  706            

 

14.4Compositing

 

The average sample length of all samples is 1.45 m but inside the MinZone domains samples tend to be much shorter, with an average of 0.68 m. A composite length of 1 m was selected for use in the estimate of mineral resources.

 

Drill hole composites were length-weighted and generated down-the-hole, meaning composites began at the top of each drill hole and were generated at constant intervals down the length of the hole. The drill hole composites honoured the MinZone domain boundaries, meaning individual composites were broken at the boundary between the MinZone domain and the surrounding rocks.

 

14.5Exploratory Data Analysis

 

Composited samples were captured in the various interpreted domains including the lithology domains (including the Minzones), alteration domains, talc domains and the near-surface weathered domain.

 

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14.5.1As-Logged Geology and Domain Statistics

 

The drill core was examined and logged for lithology type and geo-technical characteristics. The geotechnical groups were not related to grade and are, therefore, not included in this discussion.

 

Twenty-seven lithology designations with associated grades occur in the database. The frequency distributions for the grades of each metal by as-logged lithology were compared using boxplots. An example for copper is included as Figure 14-5. The boxplots show that significantly high grades occur, as expected, in massive and semi-massive sulphides but they also show that high grades may occur in almost any lithology. These results suggest that individual lithology type is not a strong controlling factor on the distribution of metal in the deposit.

 

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Figure 14-5         Boxplots of Copper by Logged Lithology Type (Sim, 2017)

 

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A matrix was constructed listing the individual logged lithology types within each of the interpreted MinZone domains. This matrix indicated that between 32 and 44% of the mineral domains consisted of massive or semi-massive sulphides. The remainder consisted of as many as 15 other rock types. The Minzone domains encompass rocks that, in general, contain > 0.75% CuEq and, as shown in the boxplot in Figure 14-5, mineralization of this tenor occurs in the majority of rock types.

 

Trilogy Metals grouped the 27 individual lithology types into four groups (QMS, GS, MRP and AMR). Each of these four groups contains a mix of logged rock types. The matrix of individual lithology by group showed the interpreted MRP group contained 54.7% individually-logged MRP rocks with the remainder from 24 other logged rock types; the interpreted GS group had 76.2% logged as GS and 16 other logged rock types; the interpreted QMS group had 79.5% logged as QMS and 26 other rock types; and the interpreted AMR group had 86.4% logged as AMR and five other rock types. This type of simplification of rock types resulting from the interpretation of lithology domains is not uncommon.

 

14.5.2Interpreted Lithology and MinZone Domain Statistics

 

The composited sample data were assigned distinct lithology domain codes, as listed in Table 14-2, using the domains interpreted by Trilogy Metals. Boxplots describing the distributions of each element by lithology domain were generated. The distributions for copper, zinc, lead, gold, and silver are similar relative to the Minzone domains; the interpreted MinZone domains (lithology domain codes 1 to 8) host the majority of the mineralization where the other lithology domains (100, 200, 300 and 400 series codes) only exhibit a few rare significant grade values of which there is no apparent continuity. Domains 7 and 8 show elevated metal grades compared to the other lithology groups, but the important grade distributions occur in domains 1 to 5. The distributions of copper and gold by lithology domain are shown in Figure 14-6 and Figure 14-7.

 

 

 

Figure 14-6        Boxplots of Copper by Lithology Domain (Sim, 2017)

 

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Figure 14-7        Boxplots of Gold by Lithology Domain (Sim, 2017)

 

The MinZone domains interpreted by Trilogy Metals were used to assign MinZone domain codes, as listed in Table 14-3, to the composited drill hole samples. A series of boxplots was generated for each of the five metals included in the resource model. There are similar relative distributions exhibited by each of these five metals among or across the Minzone domains. An example showing the distribution of copper by MinZone domain is shown in Figure 14-8. The primary domains are those enclosing appreciable volumes of sample data (domains 1, 2, 2.5, 3, 4 and 5). There are limited numbers of data, and much lower average grades, in the sub-domains (3sub, 7’series and 8’series). For statistical and estimation purposes, the data in MinZone domain 2.5 is combined with domain 2, and the data in domain 3sub has been combined with domain 3. Since the frequency distributions are fairly similar in the 7-series, and there are relatively few samples in each sub-domain in the 8-series, the smaller domain samples were grouped into two domains labeled 7 and 8 for statistical and estimation purposes.

 

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Figure 14-8       Boxplots of Copper by MinZone Domain (Sim, 2017)

 

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Evaluations were also made comparing the five main metals relative to the geotechnical, alteration, talc and weathering domains. There are no indications that these domains control the distribution of copper, lead, zinc, gold or silver in the deposit.

 

A series of boxplots was produced comparing the AP, NP and sulphur sample data in relation to the interpreted MinZone, lithology, alteration, talc and weathered domains. As expected, higher AP and S% values occur in the MinZone domains. Higher NP values in the vicinity of the MinZone domains are likely the result of the talc alteration from a carbonate-rich protolith typically seen in these areas. Outside of the mineralized domains, most lithology groups tend to have similar distributions of AP, NP, and S%. The grey schist has elevated values of AP and S% compared to other domains. The boxplots in Figure 14-9 show the distributions of AP, NP and S% by lithology type.

 

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Figure 14-9       Boxplots of AP (kg CaCO3/t), NP (kg CaCO3/t) and Sulphur by Lithology Domain (Sim, 2017)

 

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The alteration domains show only minor differences between domains. The sodium depletion domain has lower sulphur and AP values, and there are higher NP values in the footwall chlorite and magnesium enrichment domains, but there is significant overlap in the boxplot results between domains suggesting these are not distinct distributions.

 

There are differences evident in AP, NP, and S% between both talc and the weathered domains as shown in Figure 14-10 and Figure 14-11.

 

 

Figure 14-10      Boxplots of AP (kg CaCO3/t), NP (kg CaCO3/t) and Sulphur by Talc Domain (Sim, 2017)

 

 

Figure 14-11      Boxplots of AP (kg CaCO3/t), NP (kg CaCO3/t) and Sulphur by Weathered Domain (Sim, 2017)

 

SG samples were evaluated between the various interpreted domains. Only the MinZone domains contain samples that significantly differ from SG samples in the surrounding rocks. The boxplot in Figure 14-12 shows the distribution of SG data between the various MinZone domains and the lithology groups. There is weak correlation evident between SG and copper and zinc grade in some MinZone domains but there is scatter due to the variable presence of chalcopyrite, sphalerite, barite, and galena as well as arsenopyrite, pyrite and pyrrhotite.

 

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Figure 14-12      Boxplots of SG by MinZone and Lithology Group Domains (Sim, 2017)

 

14.5.3Contact Profiles

 

Contact profiles were generated to evaluate the change in grades across prominent lithologic group and MinZone domain boundaries. The results for all metals are similar; a marked change in grade between the MinZone domains and the surrounding host rocks. An example showing the change in copper grade between the (combined) MinZone domains and the three main lithology groups is presented in Figure 14-13.

 

 

Figure 14-13      Contact Profiles of Copper Between MinZone and other Lithology Domain Groups (Sim, 2017)

 

Contact profiles were generated to evaluate the change in AP, NP, and S% across prominent domain boundaries.

 

Even though the talc and weathering surface show the frequency distributions of AP, NP, and S% are different inside and outside of the domains, contact profiles show these variables tend to be similar or transition at the boundary. The contact profiles for AP, NP and sulphur for the weathering surface are shown in Figure 14-14 and similar profiles at the talc boundary appear in Figure 14-15.

 

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Figure 14-14      Contact Profile of AP (kg CaCO3/t), NP (kg CaCO3/t) and Sulphur Between Weathered and Fresh Rocks (Sim, 2017)

 

 

Figure 14-15      Contact Profile of AP (kg CaCO3/t), NP (kg CaCO3/t) and Sulphur Inside / Outside of the Talc Domains (Sim, 2017)

 

14.5.4Modeling Implications

 

The results of the EDA indicate that all metal, ABA and SG samples located inside the MinZone domains distinctly differ from samples outside and these data should not be mixed during estimations in the block model.

 

The most consistently important metal grades occur in MinZone domains 1 to 5. MinZones 1 to 5 tend to host higher-grades and are continuous over relatively large areas (several hundred metres). MinZones 7 and 8 contain lower grades and there tends to be far less continuity of mineralization.

 

Although the nature of mineralization may be similar between most of the MinZone domains, they each represent distinct stratigraphic mineralized horizons and, as a result, the contained sample data in each mineralized horizon should remain segregated during the interpolation of block grades in the model. Therefore, “hard” boundary conditions were applied to all MinZone domains for grade estimation purposes (even the individual small domains that comprise MinZones 7 and 8).

 

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The rocks surrounding the MinZone domains are essentially void of appreciable mineralization and, as a result, grade estimates in the model for copper, lead, zinc, gold and silver were restricted only to the MinZone domains. It was assumed that all areas outside of the MinZone domains had zero grade values for these five metals.

 

The results of the EDA indicate that Grey Schist contains AP and sulphur data that differ from samples in the surrounding rock types and, as a result, this lithology type was segregated during the estimation of these items in the block model. NP does not differ across the GS domain and, as a result, it was not honoured during the estimation of NP in the model.

 

There are no indications that the talc domains or the weathered zone contain any distinct properties in the distribution of metals, ABA samples or density. These domains were ignored for these elements during the development of the block model.

 

The talc domains were used as hard domain boundaries for the estimation of talc in the block model. A dynamic search orientation approach is used relative to the trends of the mineralized zones.

 

There are no distinct differences in the SG of rocks, other than the MinZone domains, between lithologies, alteration types, talc domains or in the weathered zone. Model blocks in the overburden domain were assigned a default SG value of 2.1.

 

Table 14-5 lists the domains used to estimate the various items in the resource block model.

 

Table 14-5 Summary of Estimation Domains

 

Item MinZone Domain Lithology Domain
Copper Hard na
Lead Hard na
Zinc Hard na
Gold Hard na
Silver Hard na
AP Hard Hard GS Only
NP Hard None
Sulphur Hard Hard GS Only
Talc na Hard Talc domains
SG Hard None

 

Note:       There are no estimates of Cu, Pb, Zn, Au or Ag outside of the MinZone domains.

 

In order to retain the banded nature of the distributions of items outside of the MinZone domains, the estimations of AP, NP, sulphur and SG were undertaken using the dynamic search orientations relative to the more prominent zones of mineralization. The areas outside of the MinZone domains were combined into four separate trend groups; a lower group parallel MinZone 1, a middle group parallel to MinZone 3, an upper group parallel to MinZone 5 and a fourth group located above the Warm Springs fault.

 

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14.6Treatment of Outlier Grades

 

Measures were taken to control the effects of potential outlier sample data for copper, lead, zinc, gold and silver. There was no need for changes in sulphur data, as several maximum values of 10% S in the database were a reflection of the upper detection limit of the ICP technique. There were no modifications to the AP, NP, talc or SG data prior to estimation in the block model.

 

Histograms and probability plots were generated from 1 m composited sample data to show the distribution of metal in each estimation domain. These were used to identify the existence of anomalous outlier grades in the composite database. The physical locations of these potential outlier samples were reviewed in relation to the surrounding data and it was decided that their effects could be controlled through the use of outlier limitations. With the majority of the drill holes piercing the mineralization at 75 m spacing, samples above the outlier thresholds are limited to a maximum distance of influence of 40 m during block grade interpolation (approximately ½ the distance between drill holes). During the estimation of SG in areas outside of the MinZone domains, samples greater than 3.80 t/m3 were limited to a maximum distance of influence of 40 m. Table 14-6 summarizes the treatment of outlier sample data.

 

Table 14-6           Summary of Treatment of Outlier Sample Data

 

    Copper %     Lead %     Zinc %     Gold g/t     Silver g/t  
MinZone
Domain
  Max.     Outlier
Limit
    Max.     Outlier
Limit
    Max.     Outlier
Limit
    Max.     Outlier
Limit
    Max.     Outlier
Limit
 
1     17.07       10       7.84       5       25.60       20       8.080       3       501.0       300  
2     9.10       6       3.27       2       15.10       10       10.850       5       141.0       100  
2.5     12.40       8       5.65       4       20.30       14       6.960       3.5       285.0       200  
3     18.00       12       5.84       4       20.80       17       6.857       3       542.1       200  
4     17.17       8       4.56       3       17.89       16       2.307       2       467.9       150  
5     17.67       15       5.00       3.8       20.90       17       32.800       15       967.5       350  
7     4.29       1.5       6.65       5       25.84       10       0.832       0.7       159.0       100  
8     3.66       2.5       2.47       1.5       15.00       7       5.140       0.8       341.8       100  

 

The proportion of metal lost, calculated in model blocks in the combined Indicated and Inferred categories, is 3% copper, 5% lead, 4% zinc, 9% gold and 6% silver. The proportion of lost metal is a function of drill hole spacing and the nature of the underlying sample data—the more skewed distributions show higher losses, as seen in the gold model. The proportions of metal lost due to the treatment of outlier sample data are considered appropriate for a project with this level of delineation drilling.

 

14.7Specific Gravity Data

 

Approximately 45% of the available SG data occurs inside the interpreted MinZone domains ranging from a minimum of 2.55 to a maximum of 4.99 and average 3.46. Outside of the MinZone domains, SG values range from a minimum of 2.43 to a maximum of 4.56 and average 2.78.

 

The base metal content and SG are moderately correlated. There is little variation in the SG values in the MinZone domains with coefficient-of-variation values that are typically less than 0.2. Outside of the MinZone domains, the coefficient of variation is 0.05.

 

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SG data are available in approximately two-thirds of the drill holes in the vicinity of the Arctic deposit. The distribution of SG samples varies between drill holes; about one-third of the holes have SG measurements for either every sample interval or on 10 m spaced intervals down the hole. The other third of the holes have SG measurements that are primarily restricted to the mineralized intervals.

 

The distribution of SG data is considered sufficient to support estimation in the resource model. The relatively low variability in the sample data indicates that SG values can be estimated into model blocks using inverse distance-squared (ID2) moving averages. The MinZone domains were used as hard boundaries during the estimation of densities in the model and the trends planes were used to control the dynamic anisotropy during the estimation of SG values in the block model.

 

14.8Variography

 

The spatial evaluation of the data was conducted using a correlogram instead of the traditional variogram. The correlogram is normalized to the variance of the data and is less sensitive to outlier values; this generally gives cleaner results.

 

Many of the individual estimation domains do not contain sufficient sample data from which to generate reasonable correlograms. As a result, separate correlograms were generated for samples inside MinZone domains 1, 3 and 5. The remaining MinZone domains (2, 2.5, 4, 7 and 8) use correlograms that were generated using combined data from those five zones. Correlograms were generated using 1 m composited drill hole data that were been top-cut to reduce the effects of rare anomalous high-grade composites.

 

Correlograms were generated using the commercial software package SAGE2001. Correlograms were generated using elevations relative to the trend planes described in Section 14.3. This ensured that the local undulations of the typically banded mineralization were replicated in the block model. The correlograms are summarized in Table 14-7 to Table 14-14.

 

Table 14-7           Copper Correlogram Parameters

 

MinZone              1st Structure   2nd Structure 
Domain  Nugget   S1   S2   Range (m)   AZ   Dip   Range (m)   AZ   Dip 
1   0.121    0.686    0.193    17    62    0    361    133    0 
           Spherical     4    332    0    220    43    0 
                   4    90    90    8    90    90 
3   0.300    0.504    0.196    20    22    0    3,316    272    0 
            Spherical     8    112    0    135    2    0 
                   6    90    90    6    90    90 
5   0.140    0.352    0.509    272    50    0    97    67    0 
            Spherical      16    320    0    6    90    90 
                   3    90    90    3    157    0 
2, 2.5, 4,7 & 8   0.033    0.800    0.167    30    67    0    449    85    0 
           Spherical      5    157    0    180    355    0 
         5    90    90    5    90    90 

 

Note:Correlograms generated from 1 m composited sample data using elevations relative to trend plane of mineralization.

 

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Table 14-8           Lead Correlogram Parameters

 

MinZone              1st Structure   2nd Structure 
Domain  Nugget   S1   S2   Range (m)   AZ   Dip   Range (m)   AZ   Dip 
1   0.141    0.737    0.121    96    26    0    2,589    356    0 
    Spherical   16    116    0    138    86    0 
                   5    90    90    6    90    90 
3   0.275    0.393    0.332    10    90    90    405    66    0 
    Spherical   10    43    0    112    336    0 
                   7    133    0    10    90    90 
5   0.300    0.551    0.149    6    60    0    4,159    44    0 
    Spherical   5    90    90    136    314    0 
                   5    330    0    8    90    90 
2, 2.5, 4, 7 & 8   0.107    0.597    0.296    11    67    0    803    54    0 
    Spherical   10    90    90    153    324    0 
                   5    157    0    4    90    90 

 

Note:Correlograms generated from 1 m composited sample data using elevations relative to trend plane of mineralization.

 

Table 14-9           Zinc Correlogram Parameters

 

MinZone                     1st Structure     2nd Structure  
Domain   Nugget     S1     S2     Range (m)     AZ     Dip     Range (m)     AZ     Dip  
1     0.102       0.737       0.162       40       346       0       461       339       0  
      Spherical     16       76       0       185       69       0  
                              5       90       90       5       90       90  
3     0.108       0.583       0.309       53       37       0       330       91       0  
      Spherical     8       127       0       195       1       0  
                              5       90       90       10       90       90  
5     0.020       0.869       0.111       14       62       0       5,151       173       0  
      Spherical     8       332       0       246       83       0  
                              3       90       90       8       90       90  
2, 2.5, 4, 7 & 8     0.203       0.530       0.267       11       71       0       313       55       0  
      Spherical     11       90       90       225       145       0  
                              5       341       0       3       90       90  

 

Note:Correlograms generated from 1 m composited sample data using elevations relative to trend plane of mineralization.

 

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Table 14-10         Gold Correlogram Parameters

 

MinZone              1st Structure   2nd Structure 
Domain  Nugget   S1   S2   Range (m)   AZ   Dip   Range (m)   AZ   Dip 
1   0.065    0.804    0.131    31    122    0    754    17    0 
    Spherical   7    32    0    116    107    0 
                   5    90    90    8    90    90 
3   0.072    0.502    0.426    58    47    0    348    26    0 
    Spherical   6    90    90    268    296    0 
                   5    137    0    6    90    90 
5   0.275    0.602    0.123    117    49    0    279    103    0 
    Spherical   5    90    90    58    13    0 
                   3    319    0    5    90    90 
2, 2.5, 4, 7& 8   0.016    0.764    0.220    23    78    0    392    14    0 
    Spherical   4    90    90    279    104    0 
                   3    168    0    5    90    90 

 

Note:Correlograms generated from 1 m composited sample data using elevations relative to trend plane of mineralization.

 

Table 14-11        Silver Correlogram Parameters

 

MinZone              1st Structure   2nd Structure 
Domain  Nugget   S1   S2   Range (m)   AZ   Dip   Range (m)   AZ   Dip 
1   0.194    0.647    0.159    65    358    0    364    122    0 
    Spherical  4    88    0    150    32    0 
                   4    90    90    5    90    90 
3   0.228    0.400    0.372    29    58    0    373    87    0 
    Spherical   12    90    90    183    357    0 
                   5    148    0    10    90    90 
5   0.176    0.468    0.356    155    46    0    120    79    0 
    Spherical   4    316    0    9    90    90 
                   3    90    90    4    169    0 
2, 2.5, 4, 7 & 8   0.011    0.774    0.214    31    76    0    338    67    0 
    Spherical   4    90    90    204    337    0 
                   3    166    0    5    90    90 

 

Note:Correlograms generated from 1 m composited sample data using elevations relative to trend plane of mineralization.

 

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Table 14-12         Sulphur Correlogram Parameters

 

            1st Structure   2nd Structure 
Domain  Nugget   S1   S2   Range (m)   AZ   Dip   Range (m)   AZ   Dip 
MinZones   0.200    0.689    0.111    177    13    0    6,956    48    0 
    Spherical   19    103    0    808    318    0 
                   15    90    90    15    90    90 
Grey Schist   0.050    0.690    0.260    50    96    0    1360    62    0 
    Spherical   12    90    90    607    152    0 
                   11    6    0    13    90    90 
LithGroup1   0.170    0.468    0.363    273    34    0    1,060    41    0 
    Spherical   63    124    0    204    311    0 
                   25    90    90    24    90    90 
LithGroup2   0.078    0.390    0.531    169    61    0    469    8    0 
    Spherical   60    151    0    347    98    0 
                   10    90    90    12    90    90 
LithGroup3   0.082    0.627    0.291    68    58    0    7,136    73    0 
    Spherical   22    90    90    694    343    0 
                   17    328    0    22    90    90 
LithGroup4   0.154    0.539    0.308    135    38    0    561    115    0 
    Spherical   41    308    0    209    25    0 
                   28    90    90    30    90    90 

 

Note:Correlograms generated from 1 m composited sample data using elevations relative to trend plane of mineralization.

 

Table 14-13         AP Correlogram Parameters

 

           1st Structure   2nd Structure 
Domain  Nugget   S1   S2   Range (m)   AZ   Dip   Range (m)   AZ   Dip 
MinZones   0.083    0.210    0.706    168    81    0    182    78    0 
     Spherical    75    171    0    72    348    0 
                   12    90    90    12    90    90 
Grey Schist   0.045    0.591    0.363    66    320    0    1,3704    106    0 
    Spherical   21    90    90    640    16    0 
                   19    50    0    20    90    90 
LithGroup1   0.079    0.387    0.535    57    66    0    3,322    56    0 
    Spherical   14    156    0    169    326    0 
                   9    90    90    11    90    90 
LithGroup2   0.027    0.592    0.381    61    325    0    546    52    0 
    Spherical   13    90    90    333    322    0 
                   6    55    0    14    90    90 
LithGroup3   0.109    0.462    0.429    175    85    0    11,311    95    0 
    Spherical   26    355    0    674    5    0 
                   20    90    90    20    90    90 
LithGroup4   0.034    0.188    0.778    26    74    0    203    31    0 
    Spherical   26    90    90    53    121    0 
                   6    344    0    26    90    90 

 

Note:Correlograms generated from 1 m composited sample data using elevations relative to trend plane of mineralization.

 

Table 14-14         NP Correlogram Parameters

 

               1st Structure   2nd Structure 
Domain  Nugget   S1   S2   Range (m)   AZ   Dip   Range (m)   AZ   Dip 
MinZones   0.123    0.074    0.802    44    340    0    231    46    0 
    Spherical   16    70    0    10    90    90 
                   10    90    90    7    136    0 
LithGroup1   0.079    0.072    0.848    157    80    0    164    13    0 
    Spherical   26    350    0    31    103    0 
                   12    90    90    12    90    90 
LithGroup2   0.036    0.562    0.402    136    86    0    93    354    0 
    Spherical   18    356    0    12    84    0 
                   3    90    90    6    90    90 
LithGroup3   0.071    0.799    0.131    143    339    0    3,630    43    0 
    Spherical   51    69    0    347    133    0 
                   6    90    90    7    90    90 
LithGroup4   0.153    0.716    0.131    263    116    0    105    323    0 
    Spherical   37    26    0    30    53    0 
                   14    90    90    15    90    90 

 

Note:Correlograms generated from 1 m composited sample data using elevations relative to trend plane of mineralization.

 

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Table 14-15        Talc Correlogram Parameters

 

               1st Structure   2nd Structure 
Domain  Nugget   S1   S2   Range (m)   AZ   Dip   Range (m)   AZ   Dip 
Talc   0.100    0.792    0.108    24    162    0    177    318    0 
    Spherical   15    90    90    15    90    90 
                   8    72    0    9    48    0 

 

Note:Correlograms generated from 1 m composited sample data using elevations relative to trend plane of mineralization.

 

14.9Model Setup and Limits

 

A block model was initialized with the dimensions shown in Table 14-16. A nominal block size of 10 x 10 x 5 m was considered appropriate based on current drill hole spacing and relative to the planned scale of open pit extraction. The limits of the block model are represented by the purple rectangles shown in the Figure 14-1 and Figure 14-2.

 

Table 14-16        Block Model Limits

 

Direction  Minimum (m)   Maximum (m)   Block size (m)   Number of Blocks 
X-axis (W-E)   612,190    614,100    10    191 
Y-axis (N-S)   7,452,095    7,454,045    10    195 
Elevation   345    1250    5    181 

 

Using the domain wireframes, blocks in the model were assigned MinZone domain code values and the percentage of the block inside the MinZone domain is also stored—this was used to determine the proportion of in-situ resources. Blocks were defined as “overburden” if a majority (>50%) of the block occured within the overburden domain. Similarly, blocks were defined in the Grey Schist domain on a majority basis.

 

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14.10Interpolation Parameters

 

Grade estimates were made in model blocks using ordinary kriging (OK). The OK models were evaluated using a series of validation approaches as described in Section 14.11 of this Report. The interpolation parameters were adjusted until the appropriate results were achieved. In general, the OK models were generated using a relatively limited number of composited sample data. This approach reduced the amount of smoothing (also known as averaging) in the model and, while there may be some uncertainty on a localized scale, this approach produced reliable estimates of the potentially recoverable grade and tonnage for the overall deposit.

 

Interpolation parameters for the various items included in the resource block model are summarized in Table 14-17 through Table 14-21. Estimates for copper, lead, zinc, gold and silver were made only inside the MinZone domains as there are essentially no metals present (zero grade) in the surrounding rocks. All estimates were made using length weighted composites and model blocks are discretized into 4 x 4 x 2 points (L x W x H). Estimations for all items in the model use a dynamic search strategy where search orientations were designed to follow mineralization trend surfaces.

 

Table 14-17         Interpolation Parameters for Copper

 

MinZone  Search Ellipse Range (m)   Number of Composites (1 m)    
Domain  X   Y   Z (1 )   Min/block   Max/block   Max/hole   Other
1, 2, 2.5, 3, 4, 5   200    200    4    3    21    7   1DH per Octant
7 & 8   200    200    10    2    21    7   1DH per Octant

 

(1)Vertical range relative to distances from trend plane of mineralization.

 

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Table 14-18      Interpolation Parameters for Lead

 

MinZone  Search Ellipse Range (m)   Number of Composites (1 m)    
Domain  X   Y   Z (1 )   Min/block   Max/block   Max/hole   Other
1   200    200    4    3    18    6   1DH per Octant
2, 2.5, 4   200    200    4    3    21    7   1DH per Octant
3   200    200    4    3    28    7   1DH per Octant
5   200    200    4    3    24    8   1DH per Octant
7 & 8   200    200    10    2    21    7   1DH per Octant

 

(1)Vertical range relative to distances from trend plane of mineralization.

 

Table 14-19      Interpolation Parameters for Zinc

 

MinZone  Search Ellipse Range (m)   Number of Composites (1 m)    
Domain  X   Y   Z (1)   Min/block   Max/block   Max/hole   Other
1, 2, 2.5, 3, 4, 5   200    200    4    3    21    7   1DH per Octant
7 & 8   200    200    10    2    21    7   1DH per Octant

 

(1)Vertical range relative to distances from trend plane of mineralization.

 

Table 14-20      Interpolation Parameters for Gold

 

MinZone  Search Ellipse Range (m)   Number of Composites (1 m)    
Domain  X   Y   Z (1)   Min/block   Max/block   Max/hole   Other
1, 2, 2.5, 4, 5   200    200    4    3    21    7   1DH per Octant
3   200    200    4    3    28    7   1DH per Octant
7 & 8   200    200    10    2    21    7   1DH per Octant

 

(1)Vertical range relative to distances from trend plane of mineralization.

 

Table 14-21        Interpolation Parameters for Silver

 

MinZone  Search Ellipse Range (m)   Number of Composites (1 m)    
Domain  X   Y   Z (1)   Min/block   Max/block   Max/hole   Other
1, 2.5, 5   200    200    4    3    21    7   1DH per Octant
2, 3, 4   200    200    4    3    24    7   1DH per Octant
7 & 8   200    200    10    2    21    7   1DH per Octant

 

(1)Vertical range relative to distances from trend plane of mineralization.

 

Separate estimates for sulphur, AP, NP and SG were made for model blocks that were wholly or partially inside the MinZone domains and for blocks that were outside of the MinZone domains. Following estimation, final “whole block” values were calculated using the two estimated values and the proportion of the block inside and outside of the MinZone domains.

 

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Table 14-22       Interpolation Parameters for Sulphur

 

  Search Ellipse Range (m)   Number of Composites (1 m)    
Domain  X   Y   Z (1)   Min/block   Max/block   Max/hole   Other
MinZones   300    300    4    1    15    5   1DH per Octant
Grey Schist   500    500    7    1    15    5   1DH per Octant
LithGroup1-4   500    500    7    1    15    5   1DH per Octant

 

(1)Vertical range relative to distances from trend plane of mineralization.

 

Table 14-23      Interpolation Parameters for AP

  Search Ellipse Range (m)   Number of Composites (1 m)    
Domain  X   Y   Z (1)   Min/block   Max/block   Max/hole   Other
MinZones   500    500    5    1    15    5   1DH per Octant
Grey Schist   500    500    7    1    15    5   1DH per Octant
LithGroup1-4   500    500    7    1    15    5   1DH per Octant

 

(1)Vertical range relative to distances from trend plane of mineralization.

 

Table 14-24       Interpolation Parameters for NP

 

  Search Ellipse Range (m)   Number of Composites (1 m)    
Domain  X   Y   Z (1)   Min/block   Max/block   Max/hole   Other
MinZones   500    500    5    1    15    5   1DH per Octant
LithGroup1-4   500    500    7    1    15    5   1DH per Octant

 

(1)Vertical range relative to distances from trend plane of mineralization.

 

Block estimates of SG were undertaken using an ID2 interpolation method. The parameters are listed in Table 14-25. During interpolation outside of the MinZone domains, anomalous high SG values exceeding 3.80 were restricted to a maximum distance of influence of 40 m. Separate SG estimates were made representing areas inside the MinZone domains and for the surrounding unmineralized rocks. The final “whole block” densities were calculated using the two SG estimates and the proportion of blocks inside vs. outside of the MinZone domains.

 

Table 14-25        Interpolation Parameters for Specific Gravity

 

  Search Ellipse Range (m)   Number of Composites (1 m)    
Domain  X   Y   Z (1)   Min/block   Max/block   Max/hole   Other
MinZones   300    300    5    2    15    5    
LithGroup1-4   500    500    5    2    15    5    
LithGroup1-4   500    500    7    1    15    5   1DH per Octant

 

(1)Vertical range relative to distances from trend plane of mineralization.

 

Estimates for talc were made both inside and outside of the interpreted talc domains. The interpolation parameters are listed in Table 14-26.

 

Table 14-26      Interpolation Parameters for Talc

 

    Search Ellipse Range (m)       Number of Composites (1 m)      
Domain     X       Y       Z (1)       Min/block       Max/block       Max/hole     Other
Talc     500       500       5       1       21       7      
Outside talc domains     500       500       5       1       21       7      

 

(1)Vertical range relative to distances from trend plane of mineralization.

 

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14.11Block Model Validation

 

The block models were validated using several methods: a thorough visual review of the model grades in relation to the underlying drill hole sample grades; comparisons with the change of support model; comparisons with other estimation methods; and, grade distribution comparisons using swath plots.

 

14.11.1Visual Inspection

 

A detailed visual inspection of the block model was conducted in both section and plan to compare estimated grades against underlying sample data. This included confirmation of the proper coding of blocks within the respective domains. Examples of the distribution of copper grades in the block model are shown in cross section in Figure 14-16 and Figure 14-17.

 

 

 

Figure 14-16     North-South Vertical Section of Copper Estimates in the Block Model (Section 613250E) (Sim, 2017)

 

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Figure 14-17     West-East Vertical Section of Copper Estimates in the Block Model (Section 7453000N) (Sim, 2017)

 

14.11.2Model Checks for Change of Support

 

The relative degree of smoothing in the block estimates was evaluated using the Hermitian Polynomial Change of Support (Herco) method, also known as the Discrete Gaussian Correction (Journel and Huijbregts, 1978).

 

The Herco distribution was derived from the declustered composite grades which were adjusted to account for the change in support moving from smaller drill hole composite samples to the larger blocks in the model. The transformation resulted in a less skewed distribution, but with the same mean as the original declustered samples.

 

Examples of Herco plots calculated for the distributions of metal in the three main MinZone domains, 1, 3 and 5, are shown in Figure 14-18 to Figure 14-22. Note that these change of support calculations were made for individual metals. Ore-waste selection will likely be made based on a NSR using all five metals. Therefore, the change of support calculations for the individual metals only serve as approximations for the distribution of NSR values above cut-off values.

 

 

 

Figure 14-18     Herco and Model Grade / Tonnage Plots for Copper in MinZone Domains 1, 3 and 5 (Sim, 2017)

 

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Figure 14-19          Herco and Model Grade / Tonnage Plots for Lead in MinZone Domains 1, 3 and 5 (Sim, 2017)

 

 

 

Figure 14-20     Herco and Model Grade / Tonnage Plots for Zinc in MinZone Domains 1, 3 and 5 (Sim, 2017)

 

 

 

Figure 14-21     Herco and Model Grade / Tonnage Plots for Gold in MinZone Domains 1, 3 and 5 (Sim, 2017)

 

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Figure 14-22     Herco and Model Grade / Tonnage Plots for Silver in MinZone Domains 1, 3 and 5 (Sim, 2017)

 

Overall, the desired degree of correspondence between estimation models and change of support models has been achieved. It should be noted that the change of support model is a theoretical tool intended to direct model estimation. There is uncertainty associated with the change of support model, and its results should not be viewed as a final or correct value.

 

14.11.3Comparison of Interpolation Methods

 

For comparison purposes, additional grade models were generated using the inverse distance weighted (ID) and nearest neighbour (NN) interpolation methods. The NN model was created using data composited to 5 m lengths to ensure all sample data are used in the model. The results of these models are compared to the OK models at various cut-off grades using a grade/tonnage graph. Figure 14-23 to Figure 14-27 show comparison of models in the three main MinZone domains (combined 1, 3 and 5).

 

There is good correlation between model types. The correspondence among the grade tonnage curves is typical for the interpolation methods being compared. The NN interpolation always has the higher grade and lower tonnage. It is an estimate that should produce a value close to the correct global mean at a zero cut-off grade. The NN grades and tonnages above cut-off are correct under the assumption that perfect selection of material above and below the cut-off can be executed at the scale of the composite samples. It is included to show the results of the averaging that takes place in the other two methods. The OK curves show the lowest grades and highest tonnages. The correct amount of averaging for the chosen block size is ensured for the OK estimate by the change of support calculation described in Section 14.11.2.

 

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Figure 14-23     Comparison of Copper Model Types in MinZone Domains 1, 3 and 5 (Sim, 2017)

 

 

 

Figure 14-24     Comparison of Lead Model Types in MinZone Domains 1, 3 and 5 (Sim, 2017)

 

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Figure 14-25     Comparison of Zinc Model Types in MinZone Domains 1, 3 and 5 (Sim, 2017)

 

 

 

Figure 14-26     Comparison of Gold Model Types in MinZone Domains 1, 3 and 5 (Sim, 2017)

 

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Figure 14-27     Comparison of Silver Model Types in MinZone Domains 1, 3 and 5 (Sim, 2017)

 

14.11.4Swath Plots (Drift Analysis)

 

For validation of the five metals in the model, swath plots were made for each individual MinZone domain and also a series of swaths from the three main domains (combined 1+3+5), as these contain the vast majority of the estimated Mineral Resources. Examples for the five metals in the deposit are shown in Figure 14-28 through Figure 14-35.

 

There is good correspondence between the models in most areas. The degree of smoothing in the OK model is evident in the peaks and valleys shown in the swath plots. Areas where there are large differences between the models tend to be the result of “edge” effects, where there is less available data to support a comparison. Note that the majority of the resource occurs between 7452750N and 7453450N. The validation results indicate that the OK model is a reasonable reflection of the underlying sample data.

 

 

 

Figure 14-28     Swath Plot of Copper in MinZone Domains 1, 3 and 5 (Sim, 2017)

 

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Figure 14-29     Swath Plot of Lead in MinZone Domains 1, 3 and 5 (Sim, 2017)

 

 

 

Figure 14-30     Swath Plot of Zinc in MinZone Domains 1, 3 and 5 (Sim, 2017)

 

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Figure 14-31     Swath Plot of Gold in MinZone Domains 1, 3 and 5 (Sim, 2017)

 

 

 

Figure 14-32     Swath Plot of Silver in MinZone Domains 1, 3 and 5 (Sim, 2017)

 

The swaths plots presented in Figure 14-33 to Figure 14-35 show the ABA items in the rocks that surround the MinZone domains.

 

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Figure 14-33      Swath Plot of AP (kg CaCO3/t) in Rocks Outside of the MinZone Domains (Sim, 2017)

 

 

Figure 14-34       Swath Plot of NP (kg CaCO3/t) in Rocks Outside of the MinZone Domains (Sim, 2017)

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Figure 14-35       Swath Plot of Sulphur Rocks Outside of the MinZone Domains (Sim, 2017)

 

14.12Resource Classification

 

The Mineral Resources were classified in accordance with the 2014 CIM Definition Standards. The classification parameters are defined relative to the distance between sample data and are intended to encompass zones of reasonably continuous mineralization that exhibit the desired degree of confidence in the estimate.

 

Classification parameters are generally linked to the scale of a deposit: a large and relatively low-grade porphyry-type deposit would likely be mined at a much higher daily rate than a narrow, high-grade deposit. The scale of selectivity of these two examples differs significantly and this is reflected in the drill-hole spacing required to achieve the desired level of confidence to define a volume of material that represents, for example, a year of production. Based on engineering studies completed to date, the Arctic Deposit would likely be amenable to open pit extraction methods at a production rate of approximately 10,000 t/d. A drill hole spacing study, which tests the reliability of estimates for a given volume of material at varying drill hole spacing, suggests that drilling on a nominal 100 m grid pattern would provide annual estimates of volume (tonnage) and grade within ±15% accuracy, 90% of the time. These results were combined with grade and indicator variograms and other visual observations of the nature of the deposit in defining the criteria for mineral resource classification as described below. At this stage of exploration, there is insufficient density of drilling information to support the definition of mineral resources in the Measured category.

 

The following classification criteria are defined for the Arctic deposit:

 

·Indicated Mineral Resources include blocks in the model with grades estimated by three or more drill holes spaced at a maximum distance of 100 m and exhibit a relatively high degree of confidence in the grade and continuity of mineralization.

 

·Inferred Mineral Resources require a minimum of one drill hole within a maximum distance of 150 m and exhibit reasonable confidence in the grade and continuity of mineralization.

 

Some manual “smoothing” of the criteria for Indicated resources was conducted that includes areas where the drill hole spacing locally exceeds the desired grid spacing, but still retains continuity of mineralization or, conversely, excludes areas where the mineralization does not exhibit the required degree of confidence.

 

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14.13Mineral Resource Estimate

 

The Arctic deposit comprises several zones of relatively continuous moderate- to high-grade polymetallic mineralization that extends from surface to depths of over 250 m below surface. The deposit is potentially amenable to open pit extraction methods. The “reasonable prospects for eventual economic extraction” was tested using a floating cone pit shell derived based on a series of technical and economic assumptions considered appropriate for a deposit of this type, scale and location. These parameters are summarized in Table 14-27.

 

Table 14-27        Parameters Used to Generate a Resource-Limiting Pit Shell

 

Optimization Parameters
Open Pit Mining Cost US$3/t
Milling Cost + G&A US$35/t
Pit Slope 43 degrees
Copper Price US$3.00/lb
Lead Price US$0.90/lb
Zinc Price US$1.00/lb
Gold Price US$1300/oz
Silver Price US$18/oz
Metallurgical Recovery: Copper 92%
Lead 77%
Zinc 88%
Gold 63%
Silver 56%

 

Note:      No adjustments for mining recovery or dilution.

 

The pit shell was generated using copper equivalent grades that incorporate contributions of the five different metals present in the deposit. The formula used to calculate copper equivalent grades is listed as follows:

 

CuEq%= (Cu% x 0.92) +(Zn% x 0.290) + (Pb% x 0.231) + (Au g/t x 0.398) + (Ag g/t x 0.005)

 

Using the parameters defined above, a pit shell was generated about the Arctic deposit that extends to depths approaching 300 m below surface.

 

14.14Mineral Resource Statement

 

The Qualified Persons for the Mineral Resource estimate are Mr Robert Sim, P.Geo. a SIM employee and Dr Bruce M. Davis, FAusIMM, a BDRC employee. The estimate has an effective date of 25 April 2017. Mineral Resources are reported inclusive of those Mineral Resources that were converted to Mineral Reserves. Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability. Mineral Resources are reported on a 100% basis. Trilogy Metals holds 50% of Ambler Metals.

 

Table 14-28 lists the estimate of Mineral Resources contained within the conceptual pit shell. Based on the technical and economic factors listed in Table 14-27, a base case cut-off grade of 0.50% CuEq is considered appropriate for this deposit. The distribution of Mineral Resources is shown in Figure 14-36 in a series of isometric views.

 

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Table 14-28      Mineral Resource Estimate for the Arctic Deposit

 

        Average Grade   Contained metal 
Class   M
tonnes
   Cu
%
   Pb
%
   Zn
%
   Au
g/t
   Ag
g/t
   Cu
Mlbs
   Pb
Mlbs
   Zn
 Mlbs
   Au
koz
   Ag
Moz
 
Indicated    36.0    3.07    0.73    4.23    0.63    47.6    2,441    581    3,356    728    55 
Inferred    3.5    1.71    0.60    2.72    0.36    28.7    131    47    210    40    3 

 

Notes:

 

1.The Qualified Persons for the estimate are Mr Robert Sim, P.Geo. a SIM employee and Dr. Bruce M. Davis, FAusIMM, a BDRC employee. The estimate is reported using the 2014 CIM Definition Standards. The effective date of the Mineral Resource estimate is April 25, 2017. The results of the 2019 drilling supports the current estimate of mineral resources and the inclusion of these nine new drill holes would have no material impact on the estimate of mineral resources for the Project.

 

2.Mineral Resources stated are contained within a conceptual pit shell developed using metal prices of US$3.00/lb Cu, $0.90/lb Pb, $1.00/lb Zn, $1300/oz Au and $18/oz Ag and metallurgical recoveries of 92% Cu, 77% Pb, 88% Zn, 63% Au and 56% Ag and operating costs of $3/t mining and $35/t process and G&A. The assumed average pit slope angle is 43°.

 

3.The base case cut-off grade is 0.5% copper equivalent. CuEq = (Cu%x0.92) + (Zn%x0.290) + (Pb%x0.231) + (Au g/tx0.398) + (Ag g/tx0.005).

 

4.The Mineral Resource estimate is reported on a 100% basis without adjustments for metallurgical recoveries. Trilogy Metals holds 50% of Ambler Metals.

 

5.The Mineral Resource estimate is reported inclusive of those Mineral Resource that were converted to Mineral Reserves. Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability.

 

6.Mineral Resource have been rounded.

 

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Figure 14-36     Isometric Views of Arctic Mineral Resource (Sim, 2017)

 

14.15Grade Sensitivity Analysis

 

The sensitivity of Mineral Resources, contained within the resource limiting pit shell, to changes in the cut-off grade is demonstrated by listing the estimate at a series of cut-off thresholds as shown in Table 14-29. The base case cut-off grade of 0.5% CuEq is bolded in the table.

 

Table 14-29      Sensitivity of Mineral Resource to Cut-off Grade

 

       Average Grade:   Contained metal: 
Cut-off
CuEq%
  M
tonnes
   Cu %   Pb%   Zn%  

Au

g/t

  

Ag

g/t

  

Cu

Mlbs

  

Pb

Mlbs

  

Zn

Mlbs

  

Au

koz

  

Ag

Moz

 
Indicated  
0.25   36.0    3.07    0.73    4.22    0.63    47.61    2,441    582    3,356    729    55 
0.5   36.0    3.07    0.73    4.23    0.63    47.62    2,441    581    3,356    728    55 
0.75   35.9    3.08    0.73    4.23    0.63    47.72    2,440    582    3,355    728    55 
1   35.7    3.09    0.74    4.26    0.63    47.97    2,436    581    3,353    728    55 
1.5   35.5    3.11    0.74    4.28    0.64    48.22    2,432    580    3,349    727    55 

 

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        Average Grade:   Contained metal: 
Cut-off
CuEq%
   M
tonnes
   Cu %   Pb%   Zn%  

Au

g/t

  

Ag

g/t

  

Cu

Mlbs

  

Pb

Mlbs

  

Zn

Mlbs

  

Au

koz

  

Ag

Moz

 
Inferred  
0.25    3.8    1.58    0.56    2.52    0.34    26.76    133    47    212    42    3 
0.5    3.5    1.71    0.60    2.72    0.36    28.69    131    47    210    40    3 
0.75    3.0    1.93    0.65    3.04    0.36    31.99    129    44    203    35    3 
1    2.5    2.29    0.73    3.52    0.37    37.04    124    39    192    29    3 
1.5    2.3    2.46    0.76    3.71    0.39    39.32    122    38    184    28    3 

 

14.16Factors that May Affect the Mineral Resource Estimates

 

Factors that may affect the Mineral Resource estimates include:

 

·Metal price and exchange rate assumptions.

 

·Changes to the assumptions used to generate the CuEq cut-off grade.

 

·Changes in local interpretations of mineralization geometry and continuity of mineralized zones.

 

·Changes to geological and mineralization shapes, and geological and grade continuity assumptions.

 

·Density and domain assignments.

 

·Changes to geotechnical, mining and metallurgical recovery assumptions.

 

·Change to the input and design parameter assumptions that pertain to the conceptual pit constraining the estimates.

 

·Assumptions as to concentrate marketability, payability and penalty terms.

 

·Assumptions as to the continued ability to access the site, retain mineral and obtain surface rights titles, obtain environment and other regulatory permits, and maintain the social license to operate.

 

·Assumptions as to future site access.

 

There are no known factors related to environmental, permitting, legal, title, taxation, socio-economic, marketing, or political issues which could materially affect the Mineral Resource estimate that are not discussed in this Report.

 

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15Mineral Reserve Estimates

 

15.1Overview

 

Mineral Reserves were classified in accordance with the 2014 CIM Definition Standards. Only Mineral Resources that were classified as Indicated were given economic attributes in the mine design and when demonstrating economic viability. Mineral Reserves incorporate appropriate mining dilution and mining recovery estimations for the open pit mining method.

 

The Mineral Reserve estimate for the Arctic deposit is based on the 2017 resource block model information provided by Trilogy Metals, inputs to this report, and information generated by Wood based on earlier mining studies.

 

A Mineral Reserve is an estimate of the economically mineable part of a Measured and/or Indicated Mineral Resource. The reference point at which the Mineral Reserves are defined is the point where the ore is delivered to the processing plant. The Mineral Reserves include diluting materials and allowances for mine losses, which occur when the material is mined.

 

15.2Pit Optimization

 

The pit shells that define the ultimate pit limit, as well as the internal phases, were derived using the Lerchs-Grossmann (LG) pit optimization algorithm. This process considers the information stored in the geological block model, the pit slope angles by geotechnical sector, the commodity prices, the mining and processing costs, the process recovery and the sales cost for the metals produced. Table 15-1 provides a summary of the primary optimization inputs.

 

Table 15-1      Optimization Inputs

 

Parameter Unit Value
Metal Prices    
Copper $/lb 3.00
Lead $/lb 1.00
Zinc $/lb 1.10
Gold $/oz 1,300.00
Silver $/oz 18.00
Discount Rate % 8
Slope Angles    
Sector 1 (2L-E) degrees 26
Sector 2 (2L-W) degrees 40
Sector 3 (2U) degrees 42
Sector 4 (3) degrees 30
Sector 5 (4L) degrees 38
Sector 6 (4U) degrees 43
Dilution % Estimated in a block-by-block basis
Mine Losses % Considered by block
Mining Cost    
Base Elevation m 730
Base Cost $/t 2.78

 

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Parameter Unit Value
Incremental Mining Cost    
Uphill $/t/5m 0.020
Downhill $/t/5m 0.015
Process Costs    
Operating Cost $/t milled 15.09
G&A $/t milled 6.55
Process Sustaining Capital $/t milled 1.53
Road Toll Cost $/t milled 4.70
Closure $/t milled 1.52
Processing Rate Kt/d 10
Process Recovery    
Copper % 91.2
Lead % 80.0
Zinc % 91.0
Gold % 58.9
Silver % 80.0
Treatment & Refining Cost - Variable by concentrate type/metal
Royalties    
NANA Surface Use %NSR 1.00
NANA1 %NP 0.00

 

1 NANA may elect to either (a) exercise a non-transferrable back-in-right to acquire between 16% and 25% (as specified by NANA) of the Project; or (b) not exercise its back-in-right, and instead receive a net proceeds royalty equal to 15% of the net proceeds realized by Ambler Metals. Upon the direction of Trilogy Metals, the 2020 FS was evaluated based on 100% ownership by Ambler Metals, of which Trilogy owns 50%, and does not include the impact on Ambler Metals of the NANA options, either purchasing an interest in the Project or receiving a royalty payment.

 

Wood imported the resource model, containing grades, block percentages, material density, slope sectors and rock types, and NSR, into the optimization software. The optimization run was carried out only using Indicated Mineral Resources to define the optimal mining limits.

 

The optimization run included 39 pit shells defined according to different revenue factors, where a revenue factor of 1 was the base case. To select the optimal pit shell that defined the ultimate pit limit, Wood conducted a pit-by-pit analysis to evaluate the contribution of each incremental shell to NPV, assuming a processing plant capacity of 10 kt/d and a discount rate of 8% (Figure 15-2). Following this analysis, the Selected pit shell is usually smaller than the Base Case pit shell. The Selected pit shell is shown in Figure 15-2. Although the NPV is slightly lower in comparison to the Base Case pit shell, the selected pit shell saves 64.5 Mt of waste while only losing 4.4 Mt of ore.

 

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Figure 15-1      Pit-by-Pit Analysis (Wood, 2020)

 

 

Figure 15-2      Selected Pit Shell (Wood, 2020)

 

15.3Dilution and Ore Losses

 

The Mineral Resources estimate was reported undiluted. To estimate Mineral Reserves, dilution was applied to the resource model in two steps: planned dilution and contact dilution. These procedures include ore losses.

 

Planned dilution was estimated as follows:

 

·The resource model was reblocked from a block size of 10 x 10 x 5 m to 5 x 5 x 5 m to better approximate mining selectivity.

 

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·The diluted grades of each block were calculated using the formula:

 

 

Contact dilution was estimated as follows:

 

·The grade of a given block will be diluted by blending 20% of the tonnage from each of the four adjacent blocks.

 

·If an adjacent block is classified as Inferred Mineral Resource its grade is considered to be zero. If the adjacent block is Measured or Indicated, but below cut-off, dilution is taken at the grade of the adjacent block.

 

·The procedure is illustrated in Figure 15-3.

 

 

Figure 15-3     Contact Dilution Estimation Procedure (Wood, 2020)

 

15.4Mineral Reserve Statement

 

As the mining cost varies with depth individual blocks captured within the final pit design were tagged as either ore or waste by applying the parameters shown in Table 15-1. Using the partial block percentages within the final pit design the ore tonnage and average grades were estimated. The Mineral Reserves statement is shown in Table 15-2 on a 100% basis. Trilogy Metals has a 50% interest in Ambler Metals.

 

The Qualified Person for the estimate is Dr Antonio Peralta Romero, P.Eng., a Wood employee. The estimate has an effective date of January 31, 2020.

 

Table 15-2 Mineral Reserves Statement

 

   Tonnage   Grades 
Class  t x 1000   Cu (%)   Zn (%)   Pb (%)   Au (g/t)   Ag (g/t) 
Proven Mineral Reserves   -    -    -    -    -    - 
Probable Mineral Reserves   43,443    2.24    3.12    0.54    0.47    34.7 
Proven & Probable Mineral Reserves   43,443    2.24    3.12    0.54    0.47    34.7 

 

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Notes:

 

1.The Qualified Person for the Mineral Reserve estimates is Antonio Peralta Romero P.Eng., a Wood employee. Mineral Reserves have an effective date of January 31, 2020. Mineral reserves are reported on a 100% basis. Trilogy Metals has a 50% interest in Ambler Metals.

 

2.Mineral Reserves estimated assuming open pit mining methods and include a combination of planned and contact dilution. Total dilution is expected to be between 30% and 35%. Pit slopes vary by sector and range from 26° to 43°. Cut-off grade is variable and ranges from $32.83/t NSR to $33.96/t NSR. Commodity prices used were $3.00/lb Cu, $1.00/lb Pb, $1.10/lb Zn, $1300/oz Au and $18/oz Ag. Fixed process recoveries of 91.2% Cu, 80.0% Pb, 91.0% Zn, 58.9% Au and 80.0% Ag. Mining costs were estimated at $2.78/t incremented at $0.02/t/5 m and $0.015/t/5m below and above 730 m elevation respectively. Processing costs were estimated at $29.39/t. Include process operating cost: $15.09/t, G&A: $6.55/t, sustaining capital: $1.53/t. closure cost: $1.52/t, road toll: $4.70/t. Treatment costs include $80/t Cu concentrate, $180/t Pb concentrate and $200/t Zn concentrate. Refining costs were estimated at $0.08/lb Cu, $10/oz Au, $0.80/oz Ag. Transport costs were included as $270.38/t concentrate. Fixed royalty percentage of 1%.

 

15.5Factors Affecting Mineral Reserves

 

The Arctic Mineral Reserves are subject to the types of risks common to open pit polymetallic mining operations that exist in Alaska and include:

 

·Metal price and exchange rate assumptions.

 

·Changes to the assumptions used to generate the cut-off grades.

 

·Changes in local interpretations of mineralization geometry and continuity of mineralized zones.

 

·Changes to geological and mineralization shapes, and geological and grade continuity assumptions.

 

·Density and domain assignments.

 

·Changes to geotechnical, hydrogeological design assumptions.

 

·Changes to mining and metallurgical recovery assumptions.

 

·Change to the input and design parameter assumptions that pertain to the open pit constraining the estimates.

 

·Assumptions as to concentrate marketability, payability and penalty terms.

 

·Assumptions as to the continued ability to access the site, retain mineral and obtain surface rights titles, obtain environment and other regulatory permits, and maintain the social license to operate.

 

Specific factors that may affect the estimate are discussed as follows.

 

There is currently no developed surface access to the Arctic Project area and beyond. Access to the Arctic Project is proposed to be via the Ambler Mining District Industrial Access Project (AMDIAP), a road approximately 340 km (211 miles) long, extending west from the Dalton Highway where it would connect with the proposed Arctic Project area. The final terminal for the road has not yet been determined. Although the capital costs of the road are not yet final, an estimate of approximately $300 million has been used in the 2020 FS. Although Trilogy has been in discussions with the Alaska Industrial Development and Export Authority (AIDEA) that had been investigating alternatives to reduce the cost to construct the AMDIAP, the final cost of the road could be higher than the assumed $300 million. The working assumption of the 2020 FS is that AIDEA would arrange financing in the form of a public-private partnership to construct and arrange for the construction and maintenance of the access road. AIDEA would charge a toll to multiple mining and industrial users (including the Arctic Project) in order to pay back the costs of financing the AMDIAP. This model is very similar to what AIDEA undertook when the DeLong Mountain Transportation System (also known as the Red Dog Mine Road and Port facilities) were constructed in the 1980s. The amount paid in tolls by any user will be affected by the cost of the road, its financing structure, and the number of mines and other users of the road which could also include commercial transportation of materials and consumer items that would use the AMDIAP to ship concentrates to the Port of Anchorage in Alaska and possibly provide goods and commercial materials to villages in the region.

 

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Proper management of groundwater will be important to maintaining pit slope stability, as well as additional pit slope design verification work to advance the project to the Detailed Engineering Level.

 

The current pit design meets the recommended IRA geotechnical design criteria established by SRK. However, the east wall is highly sensitive to several geotechnical parameters and talc horizons that may not have been included in the geological model might also affect its stability. Pit slope monitoring during operations will be necessary to ensure stability and avoid potential slope failures related to any variations in the geotechnical model used for design. The geotechnical assumptions used in the pit design may vary in future assessments and could materially affect the strip ratio, or mine access design.

 

The presence of talc layers in the rock could affect recoveries in the process plant and therefore could be a risk to the Mineral Reserves. Trilogy Metals is aware of this risk and has included a talc recovery circuit in the process plant design to mitigate this risk. Talc content per period was estimated in the mine production schedule.

 

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16Mining Methods

 

16.1Mine Design

 

The Arctic Project is designed as a conventional truck-shovel operation with 144 t trucks and 15 m3 shovels. The pit design includes three nested phases to balance stripping requirements while satisfying the concentrator requirements.

 

The design parameters include a ramp width of 28.5 m, road grades of 10%, bench height of 5 m, targeted mining width between 70 and 100 m, berm interval of 20 m, variable slope angles by sector and a minimum mining width of 30 m. Table 16-1 shows the mine design parameters.

 

Table 16-1 Mine Design Parameters

 

                 Geotechnical Sector 
Parameter  Units   2L-E    2L-W    2U   3    4L   4U
Inter-Ramp Angle  degrees   26    40    45    30    34    45 
Bench Face Angle  degrees   27    65    65    32    37    65 
Bench Height  m   5    5    5    5    5    5 
Catch Bench Spacing  bench   12    4    4    12    12    4 
Road Gradient  %   10    10    10    10    10    10 
Road Width - Two Lanes  m   28.5    28.5    28.5    28.5    28.5    28.5 
Road Width - One Lane  m   18.5    18.5    18.5    18.5    18.5    18.5 

 

The smoothed final pit design contains approximately 43 Mt of ore and 298 Mt of waste for a resulting stripping ratio of 6.9:1. Figure 16-1 shows the ultimate pit design. Figure 16-2 and Figure 16-3 show pit sections comparing the mine design to the selected pit shell.

 

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Figure 16-1 Ultimate Pit Design (Wood, 2020)

 

 

 

Figure 16-2 Section 1 Showing Mine Design and Selected Pit Shell (looking west) (Wood, 2020)

 

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Figure 16-3 Section 2 Showing Mine Design and Selected Pit Shell (looking north-west) (Wood, 2020)

 

16.2Waste Rock Facility and Stockpile Designs

 

The design and construction of the WRF should ensure physical and chemical stability during and after mining activities. To achieve this, the facility areas and stockpiles were designed to account for benching, drainage, geotechnical stability, and concurrent reclamation.

 

Additional information on the WRF is included in Section 18.11.

 

The WRF design criteria include 27.5 m wide benches every four lifts, 2.7H:1V overall slopes, 5-m lifts, and a 33% swell factor for estimating volumes. The WRF is planned to be constructed in lifts of either 5, 10 or 20m height with catch benches every 20m to achieve an overall slope angle of 2.7H:1V The overburden mined represent approximately 6% of the total waste and will be encapsulated within the waste rock. Figure 16-4 shows the WRF design.

 

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Figure 16-4 Waste Rock Facility (Wood, 2020)

 

A small stockpile is required to store the ore mined during the pre-production period. Because this stockpile is depleted at the beginning of the operation, it will be located within the WRF footprint and will have a total storage capacity of 130,000 m3. This volume is sufficient to satisfy the maximum stockpiling capacity of approximately 315 kt. Figure 16-5 shows the stockpile design with respect to the WRF at the end of the pre-production period.

 

 

 

Figure 16-5 Ore Stockpile (Wood, 2020)

 

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16.3Production Schedule

 

The production schedule includes the processing ramp up. The processing plant ramp-up considers the normal inefficiencies related to the start of operations, and includes the tonnage processed as well as the associated recoveries, which increase the design capacity during the second quarter of operation. The mine requires two years of pre-production before the start of operations in the processing plant. However, the mine will start operations in Year -3 to produce material to be used on the site construction.

 

The deposit will be mined in three nested phases, including the ultimate pit limit. The schedule was developed in quarters for the pre-production period and for the first five years of production, then in yearly periods to the end of the LOM. The scheduling constraints set the maximum mining capacity at 36 Mt per year and the maximum number of benches mined per year at 10 in each phase.

 

The production schedule based on the Probable Mineral Reserves shows a LOM of 12 years. The amount of rehandled mill feed is 315 kt, which is the ore mined during the pre-production period. The average grades to the mill over the LOM are 2.24% Cu, 3.12% Zn, 0.54% Pb, 0.47 g/t Au, 34.7 g/t Ag and 5.1% talc. The yearly LOM schedule is shown in Table 16-2 and Figure 16-6. Figure 16-7 shows the scheduled Cu feed grade.

 

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Table 16-2 Production Schedule

 

   Tonnage (kt)   Feed Grades     
   To Mill   Mine to   Total   Cu   Zn   Pb   Au   Ag   Talc 
Period  Direct   Stockpile   Total   Stockpile   Waste   %   %   %   g/t   g/t   % 
Year -2   -    -    -    297    27,903    -    -    -    -    -    - 
Year -1   -    -    -    18    36,130    -    -    -    -    -    - 
Year 1   3,163    315    3,478    -    33,262    2.49    3.02    0.50    0.40    35.0    7.1 
Year 2   3,650    -    3,650    -    30,560    2.15    2.89    0.54    0.46    33.0    6.4 
Year 3   3,650    -    3,650    -    27,983    1.99    2.82    0.48    0.35    27.9    6.6 
Year 4   3,650    -    3,650    -    23,573    2.08    3.00    0.50    0.39    28.0    6.4 
Year 5   3,649    -    3,649    -    22,815    2.10    3.03    0.55    0.45    29.5    5.2 
Year 6   3,650    -    3,650    -    21,965    2.17    2.82    0.51    0.46    31.8    5.3 
Year 7   3,650    -    3,650    -    20,100    2.26    2.65    0.44    0.45    32.6    6.3 
Year 8   3,650    -    3,650    -    16,931    2.28    3.47    0.58    0.51    37.8    5.0 
Year 9   3,650    -    3,650    -    13,586    2.61    3.90    0.64    0.56    44.5    4.5 
Year 10   3,650    -    3,650    -    11,922    2.43    3.26    0.54    0.55    39.4    4.3 
Year 11   3,650    -    3,650    -    8,064    2.30    3.42    0.57    0.52    37.9    3.5 
Year 12   3,464    -    3,464    -    3,517    2.07    3.21    0.67    0.52    39.1    0.7 
Total   43,128    315    43,443    315    298,311    2.24    3.12    0.54    0.47    34.7    5.1 

 

 

 

Figure 16-6 Production Schedule (Wood, 2020)

 

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Figure 16-7 Scheduled Cu Feed Grade (Wood, 2020)

 

16.4Waste Material Handling

 

Waste will be hauled to the WRF using 144 t trucks. The construction sequence will start at the bottom of the WRF and is planned to be constructed in lifts of either 5, 10 or 20 m height with catch benches every 20m to achieve an overall slope angle of 2.7H:1V.

 

16.5Operating Schedule

 

The mine is scheduled to operate 24 hours a day, seven days a week using three rotating crews working 12-hour shifts. During the day, there will be two 12-hour shifts scheduled, consisting of a day shift and a night shift. A number of duties only require work during the daylight hours. For these duties, two crews will rotate to provide seven day-a-week day-shift coverage.

 

For the rotating mine operations crews, approximately 3.5 hours will be lost per day to standby time, inclusive of two hours for breaks, 20 minutes for fuelling (assuming quick coupling for the major equipment), 20 minutes for shift change, 20 minutes for blast delay, and 20 minutes for meetings (Table 16-3).

 

Over a year, approximately 10 days or 237 hours are assumed lost to poor weather conditions, predominantly in the winter time. It is assumed that the equipment will be manned but delayed during these weather events.

 

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Table 16-3 Gross Operating Hours per Year

 

Calendar Time    
     
Days   365 
Shifts per day   2 
Shift length (h)   12 
Calendar Time (h/year)   8,760 
      
Available Time     
      
Availability   86% 
Down time (h/year)   1,226 
Available Time (h/year)   7,534 
      
Gross Operating Time     
      
Operating Standby     
Internal (minutes/shift)     
Lunch & breaks   60 
Blast delay   10 
Fueling   10 
Shift change   10 
Meetings   10 
External – Weather   19.5 
Operating Standby (h/year)   1,250 
Gross Operating Hours (h/year)   6,283 

 

Accounting for standby time and weather delays, equipment accumulates approximately 6,283 gross operating hours (GOH) per year in the example above. For productivity calculations, it is assumed that following preproduction, the trucks and shovels will be in a productive cycle of approximately 50 minutes each hour, or 83% of the time. For drills, the productive utilization will be lower and in the range of 65% based on benchmarking with similar mines. During the preproduction period, the equipment’s productive utilization is de-rated to account for initial site conditions and operator skill level (Table 16-4).

 

Table 16-4 Productive Utilization Ramp-up

 

Period  Productive Utilization 
PP Q1   67%
PP Q2   83%
PP Q3   83%
PP Q4   83%
PP Q5   83%
PP Q6   83%
PP Q7   83%
PP Q8   83%
Yr1 Q1 plus   83%

 

As with mine operations, mine maintenance will be scheduled to work a 24/7 schedule to allow for continuous maintenance coverage. However, the majority of planned maintenance work will be done during the day shift with a skeleton crew scheduled for the night shift.

 

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Blasting will only be scheduled utilizing two blasting crews who will rotate on a 12-hour day shift, for seven day-a-week coverage.

 

16.6Mining Equipment

 

A conventional Owner operated truck fleet loaded by a combination of hydraulic shovels and front-end loaders (FELs) is planned. The truck fleet will consist of larger trucks for waste stripping and for mining the ore zones. The trucks will be diesel powered with a combined capacity to mine a maximum of 36 Mt per year operating on a combination of 5 m and 10 m benches. The loading fleet will also be diesel powered. Blasting will be contractor performed with an emulsion plant installed at the site.

 

Equipment requirements are estimated quarterly during preproduction and the first five years of mining, and annually thereafter. Equipment sizing and numbers are based on the mine plan, the operational factors shown in Table 16-5, and a 24 hour/day, seven day a week work schedule.

 

Table 16-5 Equipment Utilization and Efficiency

 

Equipment  Availability   Efficiency 
165 mm Production Drill   90%   81%
89 mm Top head hammer track drill   90%   75%
265 t/15 m3 Hydraulic Face Shovel   87%   83%
124 t/12 m3 Front End Loader   87%   83%
144 t Haul Truck   87%   83%
41t Articulated Truck   86%   83%
26 t/5 m3 Front End Loader   86%   83%
68 t/4 m3 Hydraulic Excavator   86%   83%
35 t/1.4 m3 Hydraulic Excavator   85%   83%
74 t/455 kW Track Dozer   85%   83%
50 t/419 kW Rubber Tired Dozer   85%   83%
40 t Articulated Sand Truck   85%   83%
33 t/217 kW Motor Grader   85%   83%
35,000 liter water truck   85%   83%
41t Articulated Fuel/Lube Truck   85%   83%

 

16.6.1Blasting

 

Blasting operations will be contracted to a blasting explosives provider who is responsible for shot design, loading, stemming, and initiation. A bulk emulsion plant will be installed at the site. The explosive provider will transport raw explosive material from Fairbanks, Alaska. The explosive will be stored in two explosive silos with 80-ton capacity each: one silo will be for storing ammonium nitrate and the other will be used for storing emulsion that will be produced on site.

 

In performing the explosive services, the blasting contractor is assumed to provide:

 

·Two seven person blasting crews providing seven day a week coverage.

 

·1 crew/plant pick-up.

 

·1 supervisor pick-up.

 

·Operation of the emulsion plant.

 

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Additionally, two mobile manufacturing unit (MMU) trucks and one stemming truck are provided by the mine. The MMU explosive trucks will deliver a bulk emulsion product down the borehole.

 

Two types of heavy ANFO blend (HA) were used: 70% emulsion/30% ANFO for wet material, and 30% emulsion/70% ANFO for dry material, with specific gravity of 1.28 g/cm3 and 1.23 g/cm3, respectively.

 

The wall control design patters are based on SRK’s recommendations. There are two main types of geotechnical zones within the pit: one group with average bench face angle (BFA) of 65° and with geotechnical berms every 20 m, and other group in the East wall, where the slope design is governed by a shallower foliation, with average BFA of 32° and with geotechnical berms every 60 m. For the zones in the East wall, pre-split blasting will not be used, instead multiple stab trim holes and a bulldozer will be used for face outlining and cleaning.

 

Table 16-6 shows the design parameters for production and wall control blasting.

 

Table 16-6 Blasting Design Input

 

Description  Units  Waste
Dry
   Ore
Dry
   Waste
Wet
   Ore
Wet
   Trim (1)   Trim (2)   Pre-split (1) 
Rock Density  t/m3   2.76    3.22    2.76    3.22    2.84    2.84    2.76 
Explosive      HA37    HA37    HA73    HA73    HA37    HA37    Packaged Emulsion 
Explosive Density  kg/m3   1,230    1,230    1,280    1,280    1,230    1,230    1.30(3) 
Bench Height  m   10    10    10    10    10    10    22.1 
Hole Diameter  m   0.165    0.165    0.165    0.165    0.165    0.165    0.089 
Burden  m   5.1    4.4    5.2    4.5    5.0    5.1    1 
Spacing  m   5.9    5.1    6.0    5.2    5.0    5.0    1 
Sub drill  m   1.5    1.3    1.6    1.3    0.0    0.0    0.0 
Stemming  m   3.6    3.1    3.7    3.1    6.00    5.85    17.30 
Drill length per hole  m   11.5    11.3    11.6    11.3    10.0    10.0    22.1 
Rock Volume per hole  m3   300.9    224.4    312.0    234.0    247.5    256.3    22.1 
Rock Tonnage per hole  t   830    723    861    753    702    727    61 
Rock Tonnage  t/m   72    64    74    67    70    73    3 
Explosive Column  m   7.90    8.20    7.90    8.20    4.00    4.15    4.80 
Weight of explosive  kg   208    216    216    224    105    109    6.24 
Powder Factor (by rock volume)  kg/m3   0.69    0.96    0.69    0.96    0.43    0.43    0.28 
Powder Factor  kg/t   0.25    0.30    0.25    0.30    0.15    0.15    0.10 

 

(1)Geotechnical zones with 65 degrees BFA.

 

(2)Geotechnical zones with 32 degrees BFA.

 

(3)Density expressed in Kg/m.

 

Although material will be mined on a combination of 5 and 10 m benches, all material will be drilled and blasted on 10 m benches.

 

Based on benchmarking, a powder factor of 0.30 kg/t will be used for ore, and a powder factor of 0.25 kg/t will be used for waste. For trim, a powder factor of 0.15 kg/t will be used. Table 16-7 provides a summary of the material blasted on an annual basis.

 

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Table 16-7 Material Blasted Quantities

 

   P.F.   Waste Blasted   Ore Blasted   Trim Blasted   Total Blasted 
Period  kg/t   (kt)   (kt)   (kt)   (kt) 
PP -2   0.25    26,997    297    906    28,200 
PP -1   0.24    31,585    18    4,545    36,148 
Yr1   0.24    29,611    3,163    3,651    36,425 
Yr2   0.24    25,662    3,650    4,898    34,211 
Yr3   0.24    23,448    3,650    4,535    31,633 
Yr4   0.24    19,869    3,650    3,704    27,223 
Yr5   0.25    19,875    3,649    2,940    26,465 
Yr6   0.24    18,861    3,650    3,103    25,615 
Yr7   0.25    18,230    3,650    1,870    23,750 
Yr8   0.25    15,156    3,650    1,775    20,582 
Yr9   0.25    11,268    3,650    2,318    17,236 
Yr10   0.25    9,920    3,650    2,002    15,572 
Yr11   0.24    5,859    3,650    2,205    11,714 
Yr12   0.24    1,143    3,464    2,374    6,982 
Total   0.24    257,485    43,443    40,826    341,757 

 

Blasting products that will be consumed on an annual basis are shown in Table 16-8.

 

Table 16-8 Blasting products consumed

 

Period  ANFO
(t)
   Emulsion
Bulk (t)
   Packaged
Emulsion
(t)
   Detonators
Pyrotechnic
(Units)
   Boosters
0.45kg
(Units)
 
PP-2   3,309    3,471    1    33,727    33,727 
PP-1   4,169    4,168    18    46,715    46,715 
Yr1   4,290    4,349    35    50,097    50,097 
Yr2   4,016    3,983    24    46,141    46,141 
Yr3   3,720    3,689    18    42,024    42,024 
Yr4   3,216    3,202    18    36,693    36,693 
Yr5   3,141    3,169    9    34,025    34,025 
Yr6   3,038    3,049    12    33,600    33,600 
Yr7   2,842    2,914    17    32,004    32,004 
Yr8   2,471    2,525    12    27,234    27,234 
Yr9   2,067    2,061    12    23,399    23,399 
Yr10   1,877    1,878    11    21,224    21,224 
Yr11   1,419    1,378    18    17,944    17,944 
Yr12   855    767    12    11,292    11,292 
Total   40,432    40,603    217    456,119    456,119 

 

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16.6.2Drilling

 

Throughout the Project life, drilling will be required for both ore control and blasting. Rock fragmentation achieved through blasting will be the overriding design criteria for the drill hole pattern design. The blast hole drilling design together with the drill penetration rates described below were used to estimate drilling requirements.

 

Drill penetration is a function of bit size, bit load, drilling method, and rock strength properties. Wood used the information in SRK’s 2017 Feasibility Slope Geotechnical and Hydrogeological report for rock strength properties. SRK completed unconfined compressive testing (UCS) and point load testing on the primary rock types. The results of the uniaxial compressive tests for the primary ore hosting rocks (lithological units) are shown in Table 16-9. Wood calculated a weighted average UCS value for the ore hosting rocks of 88 Mpa. Table 16-9 also shows the representative lithologies used to calculate a weighted average UCS value of 65 Mpa for the waste areas.

 

SRK finished their 2020 Geotechnical and Hydrogeological Feasibility report after Wood finalized its work in this area. In comparing SRK’s previous report to the feasibility report, the differences were minor, therefore the earlier information was used.

 

Table 16-9 Rock Type Weight and UCS

 

Lithology  UCS (Mpa)   % of Ore/Waste Hosting 
Ore Hosting        
GS   97    75%
MS   56    13%
SMS   68    12%
Average Ore   88    100%
Waste Hosting          
CHS   20    6%
DM   71    2%
MRP   73    24%
QFMS   60    27%
GS   97    16%
MS   56    3%
SMS   68    3%
QMS   50    12%
QMSp   62    5%
TS   17    2%
Average Waste   65    100%

 

According to the Workman Calder Rock classification, the rock is rated as Moderate with a Rock Penetration Factor (RFI) of 125 for waste and 100 for ore, respectively. Table 16-10 shows the calculated penetration rates using the Workman and Calder equation.

 

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Table 16-10 PV271 Drill Penetration Rates

 

          Tram     Setup     Sampling     Total     Average  
    Inst. Pen. rate     Time     Time     Time     Cycle     Pen Rate1  
Material Type   m/h     min     min     min     min     (m/h)  
Ore     60       0.5       3.12       0.30       15.5       28.9  
Waste     50       0.5       3.12       0.30       17.5       25.6  

 

Notes:

 

1 Assumes 81% efficiency.

 

Table 16-11 shows the projected drill requirements, the meters drilled, the hours operated, and the average penetration rate by period. From the first year of preproduction, mining will require three production drills. Following Year 3, drill requirements will drop to two and after Year 8, drill requirements fall to one, together with a drop in total tonnes mined. Penetration rates will average 27.9 m/h over the LOM.

 

Table 16-11 Drill Requirements and Performance

 

   Drills Required   Meters Drilled   Operating Hours   Avg. Pen Rate 
Period  #   (m)   (h)   (m/h) 
PP -2   3    405,585    15,051    26.9 
PP -1   3    520,370    19,976    26.0 
Yr1   3    529,501    19,922    26.6 
Yr2   3    499,342    19,761    25.3 
Yr3   3    462,701    18,155    25.5 
Yr4   2    399,302    13,030    30.6 
Yr5   2    388,048    12,888    30.1 
Yr6   2    375,836    12,888    29.2 
Yr7   2    348,709    12,923    27.0 
Yr8   2    302,525    8,988    33.7 
Yr9   1    254,680    6,372    40.0 
Yr10   1    230,732    6,372    36.2 
Yr11   1    175,446    6,390    27.5 
Yr12   1    107,268    6,420    16.7 
Total        5,000,044    179,138    27.9 

 

In addition to the production drills, one top head hammer (THH) drill with a 3 ½ inch (89 mm) bit will be used for pre-split drilling.

 

16.6.3Loading

 

Wood completed an equipment trade-off study based in quantitative and qualitative characteristic of the equipment and vendor’s quotations received. From the trade-off study, the primary loading units selected are two 15 m3 hydraulic shovels. After Year 8, only one shovel will be required. To assist the hydraulic shovels, two 12 m3 high lift FELs will be scheduled until Year 3 of production, dropping to one until the end of the LOM. The FELs will also be used for stockpile rehandling, all of which is scheduled in Year 1. Forecast loading requirements are shown in Table 16-12.

 

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Table 16-12 Loading Requirements and Performance

 

   15 m3 shovel   12 m3 FEL 
   Number   Productivity
(t/GOH)
   Number   Productivity
(t/GOH)
 
PP -2   2    1,562    2    986 
PP -1   2    1,821    2    979 
Yr1   2    1,809    2    1,065 
Yr2   2    1,778    2    899 
Yr3   2    1,743    2    1,064 
Yr4   2    1,624    1    1,139 
Yr5   2    1,600    1    1,115 
Yr6   2    1,576    1    1,092 
Yr7   2    1,464    1    1,008 
Yr8   2    1,300    1    852 
Yr9   1    1,751    1    1,139 
Yr10   1    1,811    1    800 
Yr11   1    1,419    1    539 
Yr12   1    935    1    236 
Average        1,585         922 

 

The 15 m3 shovel will five-pass load the 144 t truck in approximately three minutes. The LOM production rate will average 1,585 tdry/GOH. The peak productivity scheduled for the shovel will occur in Years -1, when it is scheduled at 1,821 tdry/GOH.

 

The FEL will seven-pass load the 144 t truck in approximately three and a half minutes. The LOM production rate will average 922 tdry/GOH. The peak productivity scheduled for the FELs will occurs in Year 9, when the FELs are scheduled at 1,139 tdry/GOH.

 

In addition to the primary loading units, a 5 m3 FEL will be paired with two 41 t articulated trucks throughout the mine life for bench development/pioneering work and winter snow removal. A 3.8 m3 excavator will also be used to maintain haul roads and scale the pit walls as needed.

 

16.6.4Hauling

 

Wood completed an equipment trade-off study based in quantitative and qualitative characteristic of the equipment and vendor’s quotations received. From the trade-off study, the primary hauling unit selected for ore and waste mining is a mechanical drive truck with a payload capacity of 144 t wet, assuming a standard body with a full set of liners. The dry capacity is estimated at 140 t, assuming 3% moisture and carry back.

 

Wood estimated truck requirements on a period by period basis using travel distances from a road network developed within MineSight. Haul segment distances were reported for each material type from their location on a mining bench to their final destination. Assuming 2% rolling resistance for haul roads, travel speeds were estimated from the manufacture’s performance curves, and applied to each haul segment to estimate travel time.

 

Projected truck requirements by period are shown in Table 16-13 for the 144 t trucks, together with the average one-way haul distance, average fuel consumption, and average truck productivity. Twelve trucks will be commissioned during pre-production. Over the next year, the fleet will be ramped up to 15. The truck fleet will reach its peak in Year 1 at 18, dropping progressively until it reaches 13 in Year 5 and keeping steady for the next four years. Following Year 9, the 144 t truck requirements will decline with declining mining rates.

 

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Table 16-13 Truck Requirements and Performance

 

   Trucks Required   Average one-way
Haul Distance
   Average Fuel Burn   Average Truck
Production
 
   #   (m)   l/GOH   t/GOH 
PP -2   12    2,350    69    369 
PP -1   15    2,274    77    384 
Yr1   18    3,200    83    320 
Yr2   17    2,834    83    338 
Yr3   16    3,031    86    343 
Yr4   14    2,885    92    327 
Yr5   13    2,450    92    348 
Yr6   13    2,581    95    350 
Yr7   13    2,894    100    302 
Yr8   13    3,244    105    263 
Yr9   12    3,545    108    239 
Yr10   10    3,606    109    259 
Yr11   8    3,456    109    243 
Yr12   4    3,324    107    290 
Average   14    2,879    90    325 

 

16.6.5Support

 

Support equipment will include excavators, track dozers, rubber-tired dozers (RTDs), sand trucks, graders, water trucks, fuel/lube trucks, and water trucks. The major tasks for the support equipment include:

 

·Bench and road maintenance

 

·Shovel support/clean-up

 

·Blasting support/clean-up

 

·WRF maintenance

 

·Stockpile construction/maintenance

 

·Road building/maintenance

 

·Pioneering and clearing work

 

·Field equipment servicing.

 

Support equipment requirement forecasts are shown in Table 16-14.

 

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Table 16-14. Support Equipment

 

Period  35 t
Excavator
   Bulldozer -
455 kW
   Wheel
dozer - 419
kW
   Motor
grader –
217 kW
   Sand
Truck -
41 t
   Water
Truck -
35000 l
   Fuel /
Lube
Truck
 
PP -2   1    4    2    2    1    2    2 
PP -1   1    4    2    2    1    2    2 
Yr1   1    4    2    2    1    2    2 
Yr2   1    4    2    2    1    2    2 
Yr3   1    4    2    2    1    2    2 
Yr4   1    3    2    2    1    2    2 
Yr5   1    3    2    2    1    2    2 
Yr6   1    3    2    2    1    2    2 
Yr7   1    3    2    2    1    2    2 
Yr8   1    3    2    2    1    2    2 
Yr9   1    2    1    2    1    2    2 
Yr10   1    2    1    2    1    2    2 
Yr11   1    2    1    2    1    2    2 
Yr12   1    2    1    1    1    2    2 

 

16.6.6Auxiliary

 

To support mine maintenance and mine operation activities, a fleet of auxiliary equipment will be required. The types and numbers of auxiliary equipment anticipated for the LOM are listed in Table 16-15 in five-year increments.

 

Table 16-15 Auxiliary Equipment

 

Equipment  Year 1   Year 5   Year 10 
Mine Maintenance            
Truck Mounted 40 t Crane   1    1    1 
80 t Rough Terrain   1    1    1 
5t Rough Terrain Forklift   2    2    2 
10t Forklift   2    2    2 
Mechanic Service Truck   3    3    3 
Small Fuel/Lube truck   1    1    1 
55 kW Skid Steer   1    1    1 
Flatbed Truck   2    2    2 
CAT TL1055 Telehandler   1    1    1 
Mine Operations               
106 kW backhoe/loader   1    1    1 
Hydraulic hammer/impactor   1    1    1 
90 t Lowboy   1    1    1 
Compactor   1    1    1 
Light Plant   11    8    5 
Transport Tractor   1    1    1 
Tire Handler Truck   1    1    1 
3/4 ton Pickup   4    4    4 
1 ton Pickup   5    4    3 
Crew Bus   5    4    3 
Fleet Management System   1    1    1 
Mine & Geology Software   10    10    5 
Heavy ANFO (blend) Truck   2    2    2 
Stemming Truck   1    1    1 
Laser Scan   2    2    2 
Survey Drones   2    2    2 
Total Station System   1    1    1 

 

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16.7Open Pit Water Management

 

Hydrogeological assessments were completed to assess the quantity and method for dewatering the pit, and pore pressure reduction for slope stability purposes. Assessments were based on available data and conceptual models developed from that data. Numerical and analytical methods were used to calculate estimates of future conditions.

 

16.7.1Pit Inflow

 

Hydrogeological conceptual models and inflow estimation approach is discussed in Section 9.7. Table 16-16 summarizes total pit inflow estimates for the Base Case condition.

 

Table 16-16 Summary Based Case Cumulative Pit Dewatering Needs

 

Mining year   Base Case Total Inflow (m3/d) 
 02    2190 
 04    2760 
 06    3200 
 08    3540 
 10    3740 
 12    3760 

 

Pit inflows are expected to be low magnitude, relative to many other projects worldwide, and flows of this magnitude can be handled with in-pit sumps. It was assumed that sumps would be positioned at the lowest elevation points in the pit. Perimeter dewatering wells are not considered necessary for this scale of flow. A trend of increasing hydraulic conductivity with depth appears to occur at this site. As the pit advances into later years and gets deeper, in-pit dewatering wells may be beneficial.

 

Detailed design of dewatering capacity needs to consider:

 

·Normal duty pumping capacity based on estimated pit inflow rates.

 

·Event pumping capacity based on the highest of design hydrological event (e.g. 1 in 20, 24-hour precipitation), annual freshet flow, or 2x normal duty capacity.

 

·Pit sumps sized based on event pumping capacity/volume.

 

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16.7.2Pore Pressure

 

Based on slope stability assessments, pore pressures could pose stability risks under two conditions:

 

1.Stability analyses indicate that slopes along geotechnical section B, in the northeast and east walls of the pit are sensitive to potential planar sliding on talc or foliation. Elevated pore pressures in these areas would exacerbate this condition. If pore pressure in these areas does not drain naturally as mining advances, active depressurization should be implemented.

 

2.Compartmentalization by sub-vertical structures could impede natural drainage of the slopes, potentially leading to localized stability issues. Specific areas where this could occur have not been identified in the available data but are possible. Monitoring programs should be in place to allow determination if and where compartmentalization could be occurring.

 

A pore pressure monitoring system and mitigation plan for the area of geotechnical section B was developed and is presented in Figure 16-1. Assumptions used for this plan are based on the hydrogeological conceptual model and results of hydrogeological testing. The plan should be reviewed as additional information becomes available, and mitigation efforts adapted as appropriate to achieve pore pressure reduction needs.

 

 

Figure 16-8 Pore Pressure Management Assumptions for East and Northeast Pit Walls (SRK 2020)

 

16.8Geotechnical Review

 

The geotechnical analysis of open pit slopes was performed by SRK Consulting and it is included in Section 9.7.1.

 

Wood concurs with the recommendations provided by SRK, which were applied to the open pit mine design at the FS level. These designs were vetted by SRK Consulting.

 

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17Recovery Methods

 

17.1Mineral Processing

 

A 10,000 t/d process plant was designed to process the massive and semi-massive sulphide mineralization. The process plant will operate two shifts per day, 365 d/a with an overall plant availability of 92%. The process plant will produce three concentrates: 1) copper concentrate, 2) zinc concentrate, and 3) lead concentrate. Gold and silver are expected to be payable at a smelter; silver is expected to be payable in the copper and lead concentrates, with gold expected to be payable in the lead concentrate only. The process plant feed will be supplied from the proposed Arctic open pit mine.

 

Run-of-mine (ROM) material will be hauled from the open pit to a primary crushing facility where it will be crushed by a jaw crusher. The crusher discharge will have a particle size of 80% passing 80 mm and will be stockpiled and fed to the grinding circuit. The crushed material will be ground in two stages of grinding including a SAG mill and a ball mill. The ball mill will be operated in closed circuit with classifying cyclones. The ball mill cyclone overflow will have a grind size of approximately 80% passing 70 μm. The mineralization will contain significant levels of talc and will first undergo talc pre-flotation to remove the talc prior to traditional base metal flotation for production of copper, zinc, and lead concentrates. The process plant final tailings will be pumped to the TMF. Copper, zinc, and lead concentrates will be thickened and pressure-filtered before being transported off site and shipped to market. A process flowsheet is shown in Figure 17-1.

 

The LOM average annual dry concentrate production is estimated as follows:

 

·Copper concentrate: 241,024 t/a

 

·Lead concentrate: 28,234 t/a

 

·Zinc concentrate: 173,093 t/a

 

17.1.1Flowsheet Selection

 

The process plant will consist of the following unit operations:

 

·Crushing:

 

oPrimary (jaw) crushing.

 

oStockpile and reclaim system.

 

oAssociated conveying and dust collection systems .

 

·Grinding:

 

oPrimary grinding using a SAG mill with pebble recycle   .

 

oSecondary grinding using a closed-circuit ball mill.

 

·Talc pre-flotation:

 

oRougher flotation using tank cells.

 

oSingle-stage cleaner flotation using a Jameson cell.

 

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·Copper & lead bulk flotation:

 

oRougher flotation using tank cells.

 

oRegrinding of rougher and cleaner-scavenger concentrates with a closed-circuit vertical mill.

 

oSingle-stage cleaning using a Jameson cell with tank-cell scavenging of values from the Jameson cell tails.

 

·Copper & lead separation:

 

oRougher flotation of lead from bulk cleaner concentrate using tank cells.

 

oThree-stage cleaner flotation of lead using tank cells.

 

oHigh-rate thickening of lead flotation tails as copper concentrate.

 

oHigh-rate thickening of lead flotation concentrate.

 

·Zinc flotation:

 

oRougher flotation using tank cells.

 

oRegrinding of rougher concentrate with a closed-circuit vertical mill.

 

oJameson-cell scalping of fast-floating material from the regrind cyclone overflow directly to zinc final concentrate.

 

oTank-cell first cleaning of scalper tails and second cleaner tails.

 

oJameson-cell second cleaning of 1st cleaner concentrate, with second cleaner concentrate joining scalper concentrate as zinc final concentrate.

 

oHigh-rate thickening of zinc flotation concentrate.

 

·Concentrate filtration and concentrate load-out:

 

oFiltration of each concentrate using a dedicated vertically stacked horizontal plate pressure filter with the discharge dropping directly to stockpiles.

 

oTransfer of stockpiled concentrate into bulk containers for off-site shipping.

 

·Tailings disposal:

 

oPumping of tailings at run-of-mill density to the TMF.

 

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Figure 17-1 Simplified Process Flowsheet (Ausenco 2020)

 

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17.2Major Design Criteria

 

The process plant is designed to process 10,000 t/d, equivalent to 3,650,000 t/a. The design criteria developed for the processing facilities are outlined in Table 17-1.

 

Table 17-1 Processing Facility Design Criteria

 

Design Criteria  Unit  Value
Daily Processing Rate  t/d  10,000
Operating Days per Year  d/a  365
Operating Schedule     two shifts/day; 12 hours/shift
Crushing Availability  %  65
Grinding/Flotation Availability  %  92
Abrasion Index  g  0.032
Bond Ball Mill Work Index (design)  kWh/t  11.3
SAG Mill Comminution: A x b parameter (design)     109
Crushing      
Nominal Processing Rate  t/h  641
Crusher Feed Particle Size  mm  less than 770
Primary Crushing Product Particle Size, 80% Passing  mm  80
Grinding      
Nominal Processing Rate  t/h  453
Secondary Grind Size, 80% Passing  µm  70

 

17.3Process Plant Description

 

The process plant is designed in general for efficient use of space and for limited installation costs. The overall process is arranged as a single processing line.

 

17.3.1Crushing Plant

 

ROM material will be trucked to the crushing station and dumped into a 200 t receiving bin protected with a 1000 mm aperture stationary grizzly screen. Ore will be reclaimed from the bin with an apron feeder and scalped of fines with a vibrating grizzly. Grizzly oversize will be passed to a 200 kW jaw crusher. The designed nominal crushing rate is 641 t/h at 65% availability.

 

The combined grizzly undersize and jaw crusher discharge product is expected to be 80% passing 80 mm. The crusher product will be conveyed to a 5,000 t live capacity stockpile, providing up to 12 hours of live storage for the grinding/flotation plant.

 

A dust collection system will be provided to control fugitive dust generated during dumping, crushing, and transport of the materials. A belt magnet will be provided over the crusher discharge conveyor to remove any tramp iron.

 

The main equipment in the crushing area will include:   

 

·One 1000 mm stationary grizzly.

 

·One primary apron feeder, 1,500 mm wide by 7,000 mm long.

 

·One vibrating grizzly (1,600 mm wide x 6,100 mm long, 100 mm aperture).

 

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·One jaw crusher, 1,067mm x 1,270mm; driven by a 187kW motor.

 

·One belt scale.

 

·One belt magnet.

 

·One jaw crusher discharge conveyor.

 

·One stockpile feed conveyor.

 

·One baghouse/dust collector.

 

17.3.2Coarse Ore Storage

 

The coarse ore stockpile will have a live capacity of 5,000 t equivalent to approximately 12hr of mill feed at the nominal mill feed rate. The stockpile dead capacity will be approximately 20,000 t. The coarse ore stockpile will be a covered facility equipped with a dust collector to effectively control dust losses and to mitigate freezing of the stockpiled material. The coarse ore stockpile building access will allow for the operation of mobile equipment to work the pile as required. Reclaim of ore from the stockpile will be accomplished using two 1000 mm wide by 4,800 mm long apron feeders at a nominal rate of 226 t/h per feeder. Reclaimed material from the apron feeders will be discharged onto a 900 mm wide by 125 m long SAG mill feed conveyor.

 

17.3.3Grinding and Classification

 

17.3.3.1Primary Grinding and Classification

 

Crushed ore reclaimed from the coarse ore stockpile will feed the SAG mill at a rate of 453 t/h. The initial lime and zinc sulphate addition to establish downstream flotation chemistry will be added here. The SAG mill will be a 6.1 m diameter by 4.9 m long unit equipped with a classifying trommel screen. The installed power on the SAG mill will be 3000 kW provided by a single motor and variable speed drive.

 

The SAG mill trommel undersize will flow by gravity to a pump box which will feed the classifying cyclones. Oversized pebbles from the SAG mill trommel will be returned to the SAG mill for additional grinding. The circulating load of oversize from the SAG mill trommel is estimated at 20% of SAG mill feed. As required, steel balls will be added to the SAG mill to maintain mill power.

 

17.3.3.2Secondary Grinding and Classification

 

The secondary grinding circuit will include a single ball mill operated in closed circuit with a classifying cyclone cluster. The ball mill will be a 6.1 m diameter by 9.1 m effective grinding length (EGL) ball mill, powered by a 6,000 kW motor. The SAG mill trommel undersize will be combined with ball mill discharge to feed the classifying cyclone cluster. The cyclone underflow will gravity-flow to the ball mill, while the cyclone overflow, with a solids content of 36.5%, will gravitate to the flotation plant. The designed circulation load for the ball mill is approximately 300%. The flotation feed slurry is estimated to have a particle size of 80% passing 70 µm.

 

As required, steel balls will be added into the ball mill to maintain the required mill power.

 

17.3.4Flotation

 

The flotation plant will produce a talc concentrate for disposal, as well as three payable base metal concentrates for shipment to market and sale. The talc concentrate will be produced prior to metal flotation to minimize dilution of the base metal concentrates. The base metal flotation process is industry-standard and includes the flotation of a bulk copper and lead concentrate followed by the flotation of a zinc concentrate. The bulk copper and lead concentrate will be separated by flotation of lead from the bulk concentrate to produce individual copper and lead concentrates.

 

The flotation tailings, including talc concentrate and zinc flotation tailings, will be pumped to the TMF for final disposal.

 

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17.3.4.1Talc Flotation

 

The cyclone overflow at 35-39%   solids will feed four 130 m3 tank flotation cells for removal of talc minerals. The talc rougher flotation concentrate will undergo single-stage cleaning using a single Jameson B4500/12 cell to reject any entrained payable sulphide minerals. Talc cleaner tails will return to the talc rougher feed, while talc cleaner concentrate will be pumped to the final tailings pump box for disposal. The pre-flotation tailings will become feed to the copper / lead bulk flotation circuit.

 

17.3.4.2Copper–Lead Bulk Flotation and Regrinding

 

The talc pre-flotation tailings will be pumped to the copper–lead bulk flotation conditioning tanks where copper and lead mineral collectors will be added. The conditioned slurry will undergo rougher flotation in five 100 m3 tank flotation cells for recovery of copper and lead minerals. The rougher concentrate will be pumped to classifying cyclones, with cyclone underflow reporting to a 337kW vertical regrind mill. Cyclone overflow and regrind discharge will gravitate to the Jameson feed pump-box, and will have a combined particle size of 80% passing 40    μm.

 

The bulk copper–lead cleaner flotation will be conducted in a Jameson B4500/12 cell. Bulk copper–lead concentrate will be pumped to the lead flotation circuit for separation of lead from copper, while tailings from the cleaner cell will be pumped to five 20 m3 tank flotation cells for recovery of residual copper and lead minerals. Concentrate from the cleaner-scavenger flotation cells will flow to the regrind cyclone feed pump box for further regrinding, while the cleaner-scavenger tailings will join the rougher flotation tailings for pumped transfer to the zinc flotation conditioners.

 

Bulk copper–lead rougher flotation and cleaner flotation will be carried out at a pH of 8.5 to 9.0. Reagents to be used in the circuit include:

 

·ZnSO4 as a zinc depressant

 

·Sodium isopropyl xanthate (SIPX) and 3418A as collectors

 

·Methyl Isobutyl Carbinol (MIBC) as frother.

 

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The major process equipment used in the copper–lead bulk flotation circuit will include:

 

·Two conditioning tanks.

 

·Five 100 m3 rougher and scavenger flotation cells.

 

·One vertical regrind mill with an installed power of 337 kW.

 

·Classifying hydrocyclones.

 

·One Jameson B4500/12 cell for cleaner flotation.

 

·Five 20 m3 tank flotation cells for cleaner-scavenger flotation.

 

17.3.4.3Copper–Lead Separation Flotation Circuit and Cyanide Destruction

 

Bulk copper–lead concentrate will be pumped to the copper–lead separation flotation conditioning tanks, where sodium cyanide will be added to depress copper minerals. The conditioned slurry will flow to a row of five 5m3 lead rougher flotation tank cells.

 

Concentrate produced in the lead rougher cells will be pumped to a second row of five 5 m3 tank cells for first cleaner flotation. The lead first cleaner concentrate will be upgraded in two more stages of counter-current cleaning, each consisting of a pair of 5 m3 tank flotation cells. The final lead concentrate from the third stage of cleaning will be pumped to the lead concentrate thickener, while first cleaner tailings will join the rougher flotation tailings as copper concentrate and will be pumped to the copper concentrate thickener.

 

Lead flotation dilution water and launder spray water will be supplied by a dedicated process-water system, using water recovered from the copper concentrate thickener overflow. Water within the Cu/Pb separation circuit will carry elevated levels of cyanide and copper thickener overflow will provide feed to an SO2/air cyanide destruction process. Cyanide destruction effluent will be pumped to the final tailings pump-box for disposal in the TMF.

 

Lead flotation will be operated at a pH range of 9.5 to 11.5. Reagents that will be used in the circuit include:

 

·Lime for pH control

 

·Sodium cyanide as a copper mineral depressant

 

·3418A as a lead collector

 

·MIBC as a frother

 

·Sodium metabisulphite (SMBS)   for cyanide destruction.

 

The copper–lead flotation circuit and cyanide destruction system will consist of:

 

·Two conditioning tanks

 

·Five 5 m3 lead rougher flotation cells

 

·Five 5 m3 lead first cleaner flotation cells

 

·Two 5 m3 lead second cleaner flotation cells

 

·Two 5 m3 lead third cleaner flotation cells

 

·Two cyanide destruction tanks.

 

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17.3.4.4Zinc Flotation and Regrinding Circuit

 

The bulk copper–lead flotation tailings will constitute the feed to the zinc flotation circuit. The zinc circuit will consist of feed slurry conditioning, rougher/scavenger flotation, zinc rougher concentrate regrinding, and cleaner flotation.

 

Bulk copper–lead flotation tails will be conditioned with lime to increase the pH to approximately 10.5, and copper sulphate will be added to the slurry to activate zinc minerals. Conditioning of the zinc flotation feed slurry will be completed in two tanks operated in series.

 

Rougher flotation will be conducted in five 100 m3 tank flotation cells, with the concentrate reporting to the regrind cyclone feed pump-box and the rougher tails reporting to the zinc tails pump-box. The regrind cyclone overflow will gravitate to the Jameson E2532/6 zinc cleaner scalper cell, while the regrind cyclone underflow will feed an 337kW vertical regrind mill.   Zinc cleaner circuit pH adjustment will be accomplished with lime addition to the regrind mill, and will result in a minimum cleaner circuit pH of 11 to reject pyrite. Regrind mill discharge will be pumped to the cleaner scalper cell, and in combination with the regrind cyclone overflow will have a particle sizing of 80% passing 40 μm. Zinc cleaner scalper concentrate will report to the cleaner concentrate pump-box for relay to the zinc concentrate thickener, while the cleaner scalper tails will be pumped to the zinc first cleaner cells.

 

Zinc first cleaning will take place in five 20 m3 tank cells. First cleaner concentrate will be pumped to the Jameson E2514/3 second cleaner cell, while the first cleaner tails will join the zinc rougher tails prior to transfer to the final tails pump-box. The second cleaner concentrate will join the zinc cleaner scalper concentrate as zinc final concentrate. The second cleaner tails will join the cleaner scalper tails for pumped transfer to the first cleaner feed.

 

Zinc cleaner flotation dilution water, column froth-wash water, and launder sprays will be supplied by a dedicated process-water system. The supply for this system will be a combination of zinc concentrate thickener overflow and main plant process water.

 

Reagents used in the zinc flotation circuit will include copper sulphate, lime, SIPX, and MIBC.

 

The main equipment used for the zinc flotation circuit will consist of:

 

·Two conditioning tanks

 

·Five 100 m3 zinc rougher and rougher scavenger flotation cells

 

·One 337 kW vertical mill  

 

·Classifying cyclones

 

·One Jameson E2532/6 zinc cleaner scalper cell

 

·Five 20 m3 tank cells for zinc first cleaner flotation

 

·One Jameson E2514/3 zinc second cleaner cell.

 

17.3.5Product Dewatering

 

Each of the flotation concentrates, including copper, lead, and zinc concentrates, will be thickened in individual thickeners. Concentrates will be further dewatered by pressure filtration to a design moisture content of approximately 6%.

 

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17.3.5.1Copper Concentrate Dewatering

 

Copper concentrate will be pumped to a 15.0 m diameter high-rate thickener. The copper concentrate will be dosed with diluted flocculant solution injected ahead of an inline mixer in the thickener feed pipe. Prior to pressure filtration, thickener underflow slurry at approximately 65% solids will be pumped to an agitated concentrate stock tank with twelve hours storage capacity. Thickener overflow solution will discharge into a standpipe for pumped distribution as lead flotation area process water.

 

The target filter cake design moisture is 6%. The copper concentrate discharged directly onto a stockpile, from which a FEL will load concentrate into containers for shipment. Filtrate from the filtration will return to the copper concentrate thickener for incorporation into the overflow solution. The in-plant storage will be capable of storing up to four days of copper concentrate production, to accommodate potential truck haulage interruptions.

 

The equipment required for concentrate thickening and filtration will include:

 

·One 15.0 m diameter high-rate thickener

 

·One 12 hr concentrate stock tank

 

·One Outotec Larox PF84/96 M60 1 60 concentrate filter.

 

17.3.5.2Lead Concentrate Dewatering

 

Lead concentrate will be pumped to an 8.0 m diameter high capacity thickener. The lead concentrate will be dosed with diluted flocculant solution injected ahead of an inline mixer in the thickener feed pipe. Prior to pressure filtration, thickener underflow slurry at approximately 65% solids will be pumped to an agitated concentrate stock tank with 12 hours storage capacity. Thickener overflow solution will join the copper thickener overflow for pumped distribution as lead flotation area process water.

 

The target filter cake design moisture is 6%. The lead concentrate will be discharged directly onto a stockpile, from which a FEL will load concentrate into containers for shipment. Filtrate from the filtration will return to the lead concentrate thickener for incorporation into the overflow solution. The in-plant storage will be capable of storing up to nine days of lead concentrate production, to accommodate potential truck haulage interruptions.

 

The equipment required for lead concentrate thickening and filtration will include:

 

·One 8.0 m diameter high-rate thickener

 

·One agitated concentrate stock tank

 

·One Outotec Larox PF7.9/11 M1.6 1 60 concentrate filter.

 

17.3.5.3Zinc Concentrate Dewatering

 

Zinc concentrate will be pumped to a 12.0 m diameter high-rate thickener. The zinc concentrate will be dosed with diluted flocculant solution injected ahead of an inline mixer in the thickener feed pipe. Prior to pressure filtration, thickener underflow slurry at approximately 65% solids will be pumped to an agitated concentrate stock tank with twelve hours storage capacity. Thickener overflow solution and main plant process water will discharge into a standpipe for pumped distribution as zinc flotation area process water.

 

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The target filter cake design moisture is 6%. The zinc concentrate will be discharged directly onto a stockpile, from which a FEL will load concentrate into containers for shipment. Filtrate from the filtration will return to the zinc concentrate thickener for incorporation into the overflow solution. The in-plant storage will be capable of storing up to four days of zinc concentrate production, to accommodate potential truck haulage interruptions.

 

The equipment required for lead concentrate thickening and filtration will include:

 

·One 12.0 m diameter high-rate thickener

 

·One agitated concentrate stock tank

 

·One Outotec Larox PF60/72 M60 1 60 concentrate filter.

 

17.3.6Tailings Disposal

 

The final flotation tailings will be pumped in five stages, discharging at a final elevation approximately 285 m higher than the processing plant. The pump system will be duplicated such that there are a pair of five-stage pump trains arranged in a duty/standby configuration. The tailings stream is a combination of the following:

 

·The talc flotation concentrate

 

·The zinc rougher scavenger tailings

 

·The zinc first cleaner flotation tailings

 

·Cyanide detox solution from copper- lead separation.

 

The TMF will be equipped with a reclaim water pump barge which will return water from the pond to the process water tank. A pressure reduction station will be present in this line to eliminate the pressure in this line due to the large difference (up to 285 m) in elevation between the TMF and the process plant. Tailings management is discussed in Section 18.

 

17.3.7Reagent Handling and Storage

 

Various chemical reagents will be added to the grinding and flotation circuits to adjust the mineral particle surface chemistry to facilitate the recovery of valuable minerals to the concentrate products. Reagents will be prepared and stored in a dedicated area within an annex to the main process plant and will be delivered by individual metering pumps or centrifugal pumps to the required addition points. MIBC and SIPX will be isolated within a room and common sump in the reagent area for ventilation purposes. Sodium cyanide will be stored in a second bunded area along with the lime system, while copper sulphate, zinc sulphate, and SMBS will share a third containment. All mixed reagents will be prepared using contact water from the contact water tank.

 

17.3.7.1Collectors

 

The collector SIPX in a solid form will be shipped to the mine site in boxed 750 kg super-sacks. The SIPX will be diluted to 20% solution strength in a mixing tank and stored in a holding tank, before being added to the copper-lead bulk flotation circuit and the zinc flotation circuit via metering pumps.

 

The collector 3418A will be received as a liquid in 1,000 L totes. This collector will be delivered to the lead flotation and the copper–lead rougher flotation circuit via metering pumps without dilution.

 

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17.3.7.2Frother

 

MIBC frother will be received as a liquid in 1,000 L totes. The reagent will be used at the supplied solution strength. Metering pumps will deliver the frother to all flotation circuits.

 

17.3.7.3Lime

 

Lime will be trucked to the site as unslaked lime in 2,000 kg super-sacks. The sacks will be dumped into the lime slaker feed hopper. From the feed hopper, the quicklime will be conveyed by screw into a detention slaker, with un-slaked grit being screened from the slaker product. The slaked lime slurry will be pumped to an agitated storage tank. Distribution of the lime from the storage tank to the addition points will be accomplished using a lime slurry loop. The bulk of the lime slurry will be used in the zinc flotation circuit. Slaker operation will be triggered automatically based on the lime slurry levels in the holding tank.

 

17.3.7.4Flocculant

 

Stock flocculant solutions will be made up from powdered flocculant in a packaged preparation system, including a screw feeder, a flocculant eductor, and agitators. Mixed flocculant will be stored in a day-tank at 0.5% strength for metering to three static mixers for dilution with process water. Diluted flocculant at a 0.015% solution strength will then be introduced to the three final concentrate thickeners by way of injection into the feed pipes which will be fitted with inline mixers.

 

17.3.7.5Other Reagents

 

Sodium cyanide will be supplied in briquette solid form in 1,000 kg boxed super-sacks. It will be mixed at a strength of approximately 20% and held in a day-tank for metering to the copper–lead separation circuit.

 

Cyanide monitoring/alarm systems will be installed in the cyanide preparation areas and areas of cyanide bearing solutions (i.e. lead flotation cells, copper and lead filtration areas, etc).

 

The remaining dry-mixed reagents (copper sulphate, zinc sulphate, and SMBS) will be handled, mixed, and distributed the same way as the sodium cyanide. Copper sulphate and zinc sulphate will each be mixed to a 15% solution strength, while SMBS will be mixed at 20%. Zinc sulphate and SMBS will arrive on site in 1,000 kg super-sacks, while copper sulphate will arrive in 1,300 kg super-sacks.

 

Scale inhibitor will be required to minimize scale build-up in the cyanide destruction tanks. The chemical will be delivered in liquid form (200 L drums) and metered into the first cyanide destruction tank.

 

Storage tanks will be equipped with level indicators and instrumentation to ensure that spills do not occur during normal operation. Appropriate ventilation, fire and safety protection equipment and devices will be provided at reagent preparation areas.

 

17.3.8Water Supply Systems

 

There will be three separate water supply systems: a fresh water supply system, a contact water system, and a process water supply system. The contact water will originate principally from the WRF and mine dewatering operations.

 

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17.3.8.1Fresh Water Supply System

 

Fresh water will be supplied from wells and will be used for fire suppression and for potable water. A 350 m3 fresh water/fire water storage tank will hold operating fresh water prior to treatment and distribution as potable water. Fresh water will be mainly used for fire water, and as a feed to the potable water system.

 

17.3.8.2Potable Water System

 

The potable water system will only supply typical potable loads as the supply of fresh water is expected to be limited. The system will use a filtration and chlorinization system feeding a 50 m3 surge tank, which in turn will feed the distribution system with pumps.

 

17.3.8.3Contact Water System

 

Contact water will be pumped from the contact water pond to the process plant as a source of additional process water, and as a source for gland-seal water and reagent mixing water. Contact water addition to the process water tank will be sourced directly from the contact water tank feed pipe, while the gland-seal and reagent mixing water will be pumped from a 350 m3 contact water storage tank.

 

17.3.8.4Process Water

 

Process water will be composed of water reclaimed from the TMF, complemented by contact water. Reclaimed water from the TMF and contact water from the waste rock collection pond (WRCP) will be directed to a 1668 m3 water tank, from where the water will be distributed to the process plant and other service locations. Principal destinations for process water within the plant will include:

 

·Grinding, talc flotation, and copper–lead bulk flotation areas

 

·Zinc process water make-up.

 

17.3.9Air Supply

 

Air service systems will supply air to the grinding and flotation plant, as follows:

 

·Low-pressure systems:

 

oFive blowers will supply air for the mechanically agitated flotation cells as well as for the cyanide destruction tanks.

 

·Compressors:

 

oFour plant air compressors will supply the general plant utilities (wet air) and plant instrument air (through dryers)

 

oTwo compressors will supply the copper and zinc concentrate filters for cake pressing (wet air)

 

oThree compressors will supply the three final concentrate filters for cake drying (wet air).

 

A separate high-pressure air service system will supply air to the crushing plant using a dedicated air compressor. The air will be provided for use in the dust collector baghouse and for general utilities.

 

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17.3.10On-Stream Analyzer

 

A single X-ray fluorescence on-stream analyzer (OSA) will be installed for indication of slurry stream metals contents and for production of shift composite samples for analysis by the assay laboratory. The unit will be fitted with three multiplexers for measurement of a total of 16 streams with an estimated maximum cycle time of 15 minutes. For each flotation circuit (including rougher and cleaner flotation), there will be a circuit feed sample, a cleaner concentrate sample, and a circuit tail sample pumped to the OSA. These samples will allow determination of overall metal recovery within that circuit. To allow determination of individual rougher circuit and cleaner circuit recoveries, each base-metals flotation circuit will also be equipped to provide a rougher concentrate sample and a cleaner tailings sample to the OSA. The analyses from the OSA will be fed to the central control room for process monitoring. The data obtained will be used for process control, product quality control and ongoing process optimization.

 

17.3.11Site Laboratory Facilities and Quality Control

 

The laboratory will be used to analyze samples collected from the mine, process plant and concentrate. The laboratory facilities will consist of a sample preparation area, a metallurgical laboratory, and an assay laboratory.

 

Sample throughput is expected to be approximately:

 

·120 samples per day for mine grade control and exploration

 

·30 samples per day for process and metallurgical accounting (16 samples per shift).

 

The sample preparation area will be used to prepare both mine and process plant samples for analysis by the assay laboratory, and for the determination of process plant sample size distributions. Equipment included in the sample-preparation area will include:

 

·Jaw crusher

 

·Splitters

 

·Ovens

 

·Pulverizers

 

·Sieve shakers

 

·Scales.

 

For the purpose of ongoing plant optimization and diagnosis of metallurgical problems, the metallurgical laboratory will be equipped for routine testing such as batch flotation testing and concentrate settling tests. Equipment included in the metallurgical laboratory will include:

 

·Rolls and a batch rod-mill / ball mill

 

·One flotation cell

 

·One combination pH/temperature/oxygen reduction potential (ORP) meter

 

·Two pressure filters.

 

The assay laboratory will be equipped for metals analysis, including precious metal assaying and acid-base accounting. Equipment will include:

 

·Instruments such as pH and redox potential meters and experimental balances

 

·Various fume hoods, hot-plates, and stirrers for sample digestion
   

·Two AAS units (four metals each)

 

·One LECO furnace     .

 

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17.4Plant Process Control

 

The plant control system will consist of a distributed control system (DCS) with personal computer-based operator interface stations (OIS) located in the control rooms of the following areas:

 

·Primary crushing: A control room will be provided in the primary crushing area with a single OIS. Control and monitoring of all primary crushing and conveying operations will be conducted from this location.

 

·Mill building: A central control room will be provided in the mill building with the required number of OIS.

 

In conjunction with the OIS, the DCS will perform all equipment and process interlocking, control, alarming, trending, event logging, and report generation.

 

The plant control rooms will be staffed by trained personnel at all times.

 

Programmable logic controllers (PLCs) (or other third-party control systems supplied as part of mechanical packages) will interface with the plant control system via Ethernet network communication systems when possible.

 

Operator workstations will be capable of monitoring the entire plant site process operations and will be capable of viewing alarms and controlling equipment within the plant. Field instruments will be microprocessor-based “smart” type devices. Instruments will be grouped by process area and wired to each respective area’s local field instrument junction boxes. Signal trunk cables will connect the field instrument junction boxes to DCS input/output (I/O) cabinets. Intelligent-type motor control centres (MCCs) will be in electrical rooms throughout the plant. Utilizing an industrial communication protocol interfaced to the DCS, a serial bus network will facilitate remote operation and monitoring of the MCC.

 

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18Project Infrastructure

 

18.1Introduction

 

The proposed Arctic mine is a greenfield site, remote from existing infrastructure. Infrastructure that will be required for the mining and processing operations will include:

 

·Open pit mine

 

·Stockpiles and WRF

 

·Truck workshop, truck wash, mine offices, mine dry facility and warehouse

 

·Administration building

 

·Mill dry facility

 

·Plant workshop and warehouse

 

·Primary crushing building

 

·Fine ore stockpile building

 

·Process plant and laboratory

 

·Concentrate loadout building

 

·Reagent storage and handling building

 

·Raw water supply building

 

·TMF

 

·Diversion and collection channels, culverts, and containment structures

 

·WRCP

 

·Water treatment plants (WTPs).

 

Figure 18-1 shows the proposed site layout and Figure 18-2 shows the proposed locations of the processing plant, truck workshop and mine offices (collectively referred to as the mine infrastructure area) and administration buildings.

 

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Figure 18-1       Proposed Site Layout (Ausenco, 2020)

 

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Figure18-2        Proposed Location of the Processing Plant and Other Buildings (Ausenco, 2020)

 

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18.2Access Roads

 

The Project site will be accessed through a combination of State of Alaska owned highways, a proposed AIDEA owned private road, and proposed Trilogy Metals-owned access roads.

 

18.2.1Ambler Mining District Industrial Access Project Road

 

The Project assumes that the AMDIAP road will be constructed prior to commencing construction of the Arctic Project.

 

There is currently no developed surface access to the Arctic Project area and beyond. Access to the Arctic Project is proposed to be via AMDIAP, a road approximately 340 km (211 miles) long, extending west from the Dalton Highway where it would connect with the proposed Arctic Project area. The final terminal for the road has not yet been determined.

 

The AMDIAP road is permitted as a private road with restricted access for industrial use and has just received a Federal Record of Decision on July 23, 2020 by the Bureau of Land Management and the National Park Service. Figure 18-3 shows the proposed route of the AMDIAP road.

 

 

Figure 18-3        Proposed Route of AMDIAP Road (Ambler Access Website 2018)

 

18.2.2Arctic Access Road

 

The Arctic access road is required to connect the Dahl Creek Airport to the Arctic Project using a portion of the AMDIAP road.

 

Trilogy Metals plans to develop two access roads to support the proposed Arctic mine: a southern route that will connects the Dahl Creek airport to the AMDIAP road, and a northern route that connects the AMDIAP road to the Arctic Mine. Development will include upgrading existing roads and trails and construction of new road segments where they currently do not exist. The roads will be designed to accommodate the types of vehicles expected to serve the intended mine and process plant operations.

 

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The south route will be 21.4 km long and will be used to transport employees and air freight from the Dahl Creek airport to the Arctic mine. The first 17 km will generally follow the alignment of the existing road between the airport and the existing exploration camp. The remaining 4.5 km to the junction with the AMDIAP road will require new construction.

 

The north route will be 22 km long and will support operations at the Arctic mine by transporting employees, mining equipment, supplies, and ore concentrate to and from the mine site. Approximately the first 8.8 km of the north route will be new construction across the Ambler lowlands. The remaining 13 km will upgrade an existing undeveloped summer/winter trail, including 7.7 km that extend up a narrow and steep valley to the Arctic mine site. The north route will be the sole method for transporting ore concentrate from the mine to off-site processing locations via the AMDIAP road and the Dalton Highway.

 

 

Figure 18-4       Arctic Access Road (Trilogy Metals, 2019)

 

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18.3Airstrip

 

The Dahl Creek airport is situated approximately 32 km south of the Arctic deposit. The airport would need to be upgraded with a lighting system and an automated weather observation system to be functional for Project purposes. These upgrades would support the use of Dash 8 aircraft for transporting crew to and from the Fairbanks International airport. The Dahl Creek airport is owned by the State of Alaska, and it is assumed   that the upgrades would be accepted if funded by the Project.

 

New infrastructure that would be associated with the airstrip would include:

 

·Pre-fabricated 90 m2 passenger building to accommodate personnel waiting to depart the site.

 

·Fabric structure approximately 175 m2 in area to accommodate snow-removal and aircraft service equipment.

 

·Precision approach pathway indicators on each end of the runway to aid pilots in acquiring and maintaining the correct approach.

 

·Local utilities such as generator power and water services.

 

18.4Camps

 

The Project will require the use of three different accommodation camps. Each camp will generally be self-contained and have its own power generation and heating capabilities, potable water treatment plant, garbage incineration and sewage treatment plant.

 

18.4.1Bornite Exploration Camp

 

There is an existing camp at Bornite, which is currently used as an exploration camp. This camp can hold approximately 90 people with some minor upgrades. This camp will be used to support the construction of the Arctic access road.

 

18.4.2Temporary Construction Camp

 

Due to the remote location of the Project site, a construction camp will be required. This camp will be constructed along the Arctic access road approximately 8 km from the intersection of the AMDIAP road and Arctic access road. The camp will be constructed to provide room and board for 185 people. After Project construction is complete, this camp will be removed.

 

18.4.3Construction/Operations Permanent Camp  

 

The permanent camp will be constructed along the Arctic access road, adjacent to the temporary construction camp. The permanent camp will be constructed ahead of operations to support the peak accommodation requirements during construction. The camp will be constructed to provide room and board for 400 people. An indicative breakdown of personnel onsite during operations is shown in Table 18-1.

 

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Table 18-1         Personnel Onsite during Operations

 

Personnel Description  Number of Personnel Onsite 
Owner Personnel    
General and Administration   30 
Mill Operations   47 
Mill Maintenance   101 
Mine Operations and Maintenance   135 
Contractor Personnel     
Concentrate Trucking Contractor   21 
Camp Contractor   29 
Other Contractor   8 
Other Guests and Non-Employees   7 
Total Personnel   378 

 

18.5Fuel Supply, Storage and Distribution

 

Diesel will be stored onsite in double-walled steel tanks for use in the power plant at the processing facility and for use in the mine fleet vehicles. A total of 12 horizontal tanks will be used, four tanks within the mine infrastructure area for mine fleet fuel requirements, and eight tanks adjacent to the power plant for generator fuel.

 

Each tank at the mine infrastructure area will hold 30,000 US gallons and each tank adjacent to the power plant will hold 27,243 US gallons. The volume stored at the mine infrastructure area will represent nine days of storage and the volume stored at the power plant will represent seven days of storage.

 

18.6Power Generation

 

The plant power supply will be generated on site, with no utility interconnection. A total of five diesel generator sets will be installed to operate in parallel with 4 operating and 1 on standby.

 

Each generator will be rated 13.8 kV, 5.4 MW, and the total power output capacity will be 21.6 MW excluding the redundant unit. All five generators will be housed within a shared power plant building; the adjacent area has been left free to allow for addition of a sixth generator in the future if required.

 

18.7Electrical System

 

The primary power distribution will be at 13.8 kV and will run via above ground cable trays to the area electrical rooms. There will be a total of four major electrical rooms, one of which will be part of the power plant building. The remaining three will be prefabricated modularized type buildings that will be shipped with all equipment pre-installed; these will be placed in the grinding, process and crushing areas. The smaller electrical room for the reclaim water barge will be supplied integral with the barge.

 

The total connected load for the plant will be 27.1 MW with a normal operating load of 16.0MW.

 

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18.8Surface Water Management

 

The proposed mine development is in the upper reach of Subarctic Creek valley, a tributary of the Shungnak River The combination of the climate, terrain, soils and sparse vegetation result in high runoff potential, especially in early season when soils are still frozen.

 

The catchment area of Subarctic Creek is approximately 25.8 km2. All mine infrastructure and mine affected water is within the Subarctic Creek valley. A surface water management system will be constructed to segregate contact and non-contact water. Non-contact water will be diverted around mine infrastructure to Sub-Arctic Creek. Contact water will be collected and treated prior to discharge to the Shungnak River.

 

The objectives of the water management system are to:

 

·Ensure sufficient water quantity is available to support processing.

 

·Manage contact and non-contact water separately to minimize volume of contact water collected on site.

 

·Collect and treat contact and high-sediment water that could otherwise impair the water quality of the receiving streams.

 

·Protect mine infrastructure from damage of unmanaged run-off.

 

·Reduce suspended solid loading in surface runoff prior to discharge.

 

Water on site will be managed as one of the following:

 

·Non-contact water: Non-contact water will be diverted away from mine infrastructure to the extent possible to reduce infiltration into the WRF, TMF inflows, and pit inflows. Non-contact water will be discharged to Subarctic Creek during operations and closure.

 

·Contact water: Contact water will be generated when precipitation or run-on comes in contact with mine waste rock, tailings or is collected in the pit. Contact water is treated prior to discharge to the Shungnak River.

 

·High-sediment water: High-sediment water (i.e. surface flows from pads and topsoil stockpiles) is collected and conveyed to downstream sedimentation ponds to treat for total suspended solids (TSS) prior to discharge in Subarctic Creek, during operations and closure.

 

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Figure 18-5   Surface Water Management Plan during Operations (SRK, 2020)

  

Figure 18-5 and Figure 18-6 illustrate the water management plan for the initial construction phase and the LOM footprint of the project.

 

 

Figure 18-5      Surface Water Management Plan during Operations (SRK, 2020)

 

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Figure 18-6    Surface Water Management Plan Life of Mine (SRK, 2020)

 

18.8.1Process Water Supply

 

Process water, gland water, and reagent make-up water will be supplied primarily from reclaim in the TMF and secondarily from the WRCP. Table 18-2 summarizes mill water supply throughout the year. The TMF dam will be constructed prior to the processing of ore. Water will be allowed to initially collect in the TMF to a volume of 1.3 Mm3 to supply the mill during start-up.

 

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Table 18-2       Process water supply summary

 

Months   Supply Source  Comments
October to May   TMF reclaim water and WRCP  All water from the WRCP is pumped to the mill from October to May. This water is accumulated from groundwater flows during the winter months.
June to September   TMF reclaim water  No WRCP water is pumped to the mill. From June to September the Shungnak River has enough dilution capacity to receive all excess water from the WRCP, after treatment.

 

18.8.2Water Management Infrastructure

 

Stormwater will be managed within the project boundaries by capturing and conveying contact and high sediment water for treatment and diverting non-contact water away from developed areas. Water conveyance and storage facilities proposed include the following structure types:

 

·Diversion and collection channels.

 

·Drop structures, diversion pipes and culverts.

 

·Collection ponds.

 

Soils found within the project limits consist of alluvial sands and gravels, with limited fines. Runoff from the overburden stockpile and mill site areas should be mitigated by temporarily seeding or using material to create durable less erodible surfaces to prevent or reduce erosion prior to entering the sediment ponds. Flocculation, filtration curtains and/or or baffles are contingency measures that can be used to meet enhance settling. In addition, water could be recirculated into the TMF or mill flow stream in extreme circumstances. Sediment that accumulates in the pond will be removed periodically to maintain the design capacity.

 

18.8.2.1Diversions and Collection Channels

 

The steep mountainous terrain and compact development footprint will require additional geotechnical and geochemical studies to confirm soil and bedrock depths along the proposed conveyance alignments and acid rock drainage/metal leaching potential. Bedrock is expected to be relatively shallow creating challenges for construction, however shallow bedrock may increase the collection efficiency of surface and shallow sub-surface water interception. In addition, construction of channels within bedrock will eliminate the need for riprap protection while reducing potential seepage through soils in the channel bottom.

 

Diversion channels will be constructed around the perimeter of the TMF and WRF, above and below the overburden stockpile, and above the mill site infrastructure area. The channels will convey runoff either to Subarctic Creek, or to settling ponds to reduce suspended sediment. Runoff from haul roads is anticipated to be managed within the road footprint via roadside ditches with runoff reporting to the WRCP. The main purpose of the diversion channels is to reduce the amount runoff contacting mined materials. The diversion of non-contact water will reduce water treatment costs, and storage volume requirements. Channel construction will be phased during the construction period, and prior to commencement of mining to maximize non-contact water diversion.

 

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Non-contact and contact water diversions are designed to convey the peak flow from a 100-year 24-hour rain-on-snow event respectively. All channels will have a minimum depth and width of 1.0 m and with lining either consisting of bedrock or riprap to provide erosion protection. Riprap will be sized to provide a stable non-erodible conveyance route, with riprap of reasonable size sourced locally on-site (max D50 ≤ 300-450 mm). The riprap thickness is specified at two times the D50 and will be placed on geotextile fabric to limit erosion below the armor and reduce sediment loading downstream. Channel depths will be designed to have a minimum freeboard of 0.3 m above the design peak flow depth to accommodate potential ice or sediment accumulation, unforeseen climatic event or other uncertainties.

 

A 4 m wide access road will be located adjacent to each of the channels to provide access during construction and then for maintenance and cleaning of ice and sediment accumulation during operations and closure.

 

Localized seeps are anticipated to be encountered along the alignments during construction. A thorough survey prior to development of engineered design is required to identify areas of potential seep locations and accommodate mitigation measures as needed. Seepage collection and management may require widening of channels in the immediate area to allow for ice buildup during the late fall as conditions change from flowing to frozen water, or to intercept and manage subsurface flowing water within talus slopes. Maintenance of these seeps during the winter could prove challenging during freeze-up and prior to freshet. Prior to freshet flows, channel maintenance will be critical to ensure that adequate freeboard is available, and run-off is contained within the channels.

 

18.8.2.2Culverts

 

Culverts will be required to manage contact water intercepted on the haul roads, and to pass diverted non-contact water through access and haul road corridors. The haul road corridors will traverse the hillside above the WRCP, between the pit and the WRF. The switch-backing layout of the haul roads will present a challenge to manage contact water for each of the small catchment areas, which will change throughout the project life. However, the location of the WRCP immediately down slope of the haul road corridor will allow for contact water to be collected in roadside channels and discharge downslope towards the WRCP for collection. The location and sizing of the culverts along the haul road should be incorporated into the haul road design. A small allowance has been included in the capital expenditures for culvert construction.

 

A major pipe structure (the eastern diversion pipe) will be located above the haul road corridors on the eastern edge of the project. This pipe will collect and convey non-contact water collected upslope of diversion channels DV-4, DV-5 and DV-6 and discharge into Subarctic creek downstream of the overburden stockpile. Concrete inlet or drop structures will be constructed at the terminus of the channels connecting to the diversion pipe.

 

A temporary diversion channel and pipe (upper reaches of DV 1) will be constructed during the pre-operations period on the western boundary of the WRF. The temporary diversion channel will terminate in an excavated sump, pre-cast manhole or constructed concrete manhole. A pipe will be installed in the sump/manhole conveying water immediately downslope into a receiving channel. The temporary diversion channel pipe, and sump will be buried at the end of the pre-operations period. The temporary channel will be breached periodically at the boundary of the WRF to prevent contact water entering the non-contact water system downstream.

 

All pipe structures are designed to accommodate the 100 year 24-hour rain-on-snow event. The culverts will be trenched in and backfilled with fine-grained engineering fill. Diversion pipes located on hillsides will be stabilized by burial or mounding of soils sourced in the immediate area, trenching and backfill or placed on a prepared bed and secured with concrete thrust block anchors if bedrock depths prevent conventional trenching or burial anchors. All pipes will discharge onto a stabilized rip-rap apron to reduce erosion potential.

 

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18.8.2.3Collection Ponds

 

Contact and high sediment water will be routed to either the WRCP or into one of two sedimentation ponds located along Subarctic Creek. After treatment, water in the sedimentation ponds will discharge directly to Subarctic Creek, while water collected in the WRCP will pumped into the process plant or water treatment plant.

 

The sedimentation ponds will allow suspended solids to be removed from the water column using gravity; in addition, they attenuate peak flows prior to discharge to Subarctic Creek. The ponds will maintain a permanent pool depth of 1 m to dissipate the water velocity entering the sediment ponds, and allow for particles to settle out prior to outflow through the outfall structure. The outfall structure may consist of a vertical perforated pipe and barrel through the embankment or an engineered rock fill spillway. The ponds will have a dimension ratio of approximately 3:1 length to width. This ratio optimizes residence time allowing for sedimentation to occur within the pond. The sedimentation ponds are designed to contain the volume from the 10-year 24-hour rain-on-snow event, which is roughly equivalent to two days of snow melt. The spillway is designed to convey the peak flow from a 200-year storm.

 

18.8.3Waste Rock Collection Pond

 

The WRCP will be located directly below the toe of the WRF. The pond will collect seepage from the WRF, runoff from the WRF and haul road corridor area, and water pumped from the pit . The pond is sized to store the 100-year 24-hour rain-on-snow storm volume plus two days of average snow melt runoff and operational volume. The pond capacity will be approximately 370,000 m³ to the spillway invert of 638 masl with a crest height of 640 masl.

 

Water from the WRCP will be pumped to the mill for reuse as process water or to the treatment plant to be treated and discharged to the Shungnak River during the open water season (May to October).

 

The dam will be constructed using the overburden and bedrock material stripped from within the WRCP excavation footprint or from a borrow source of suitable materials. All overburden within the WRCP footprint will be stripped to exposed bedrock, excess material will be placed in the overburden stockpile for use as cover material during closure activities.

 

Overburden material below the footprint of the dam will be removed and backfilled with well drained soils (as needed) to provide foundation stability. The excavation limit and dam foundation design requires additional geotechnical investigation. The design presented assumes all material upstream of the centerline of the embankment will be excavated to bedrock and material downstream excavated to suitable soils. The embankment will be constructed in 300 mm lifts, or as determined by the engineer. The down-stream face of the dam will be constructed to 3H:1V while the upstream face will be 2.5H:1V. The upstream face of the pond will be lined with a LLDPE geomembrane liner connected to a concrete plinth (curb) and grouted curtain wall to maximize interception of surface water and shallow subsurface groundwater.

 

A concrete lined spillway will be constructed to manage flows up to the potential maximum precipitation (PMP) event. The spillway will include an intake weir and collection throat prior to discharging in the spillway. A stilling basin will be located at the outfall of the spillway, to reduce flows to non-erosive velocities. The spillway length could be reduced by using one of various methods of energy dissipation within the channel; however, energy reduction in the channel generally requires additional depth of flow, resulting in larger concrete requirements. The construction cost would likely be similar. A riprap lined spillway was investigated; however, terrain, lack of geotechnical information and channel configuration would likely result in a large costly excavation that could encroach on the haul road located up-slope of the WRCP.

 

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Figure 18-7, Figure 18-8 and Figure 18-9 illustrates the proposed construction of the WRCP.

 

 

Figure 18- 7    WRCP Proposed Construction (SRK, 2020)

 

 

Figure 18-8 WRCP Typical Section (SRK, 2020)

 

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Figure 18-9 WRCP Typical Embankment Detail (SRK, 2020)

 

18.8.4Groundwater Management System

 

Results from the preliminary water and load balance suggest that small amounts of groundwater bypassing the WRCP and cut-off wall may need to be collected to prevent degradation of water quality in Subarctic Creek. A groundwater interception system was defined to be located down gradient of the WRCP. This system would include:

 

·Shallow collector trench across the Sub-Arctic valley bottom for overburden water.

 

·Small diameter collector pumping wells completed in bedrock for deep water bypass.

 

·Down gradient performance monitoring wells with completions in overburden, weathered bedrock and competent bedrock.

 

A second system located down gradient of all site water management infrastructure was included as a contingency for the closure period, when the open pit contains water and leakage from mine components could bypass the primary system. This system includes small diameter collector pumping wells completed in bedrock, and down gradient performance monitoring wells.

 

Groundwater management system operation would be guided under an adaptive management plan or trigger action response plan. 

 

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18.8.5Site Water and Load Balance

 

A water and load balance model was built based on the water management plan.

 

The water balance model predicts water use, surpluses and deficits for the site and mine water management infrastructure (TMF reclaim pond and WRCP) over the 12-year mine life through to closure and post-closure. Mine facility footprints vary according to the mine plan over the LOM. The model evaluated the following hydrological conditions:

 

·Average hydrological conditions with mean annual precipitation of 1,294 mm/a over the LOM.

 

·Consecutive 1-in-25 year wet years with annual precipitation of 1,769 mm/a in years 10 and 11 at the maximum extent of build-out of site infrastructure.

 

·Consecutive 1-in-25 year dry years with annual precipitation of 988 mm/a in years 10 and 11.

 

The load balance integrated source terms with the water balance. Source terms defined the water chemistry of each water type. For potentially acid generating materials in the WRF and pit, two source terms were developed:

 

·Operations source terms prior to onset of acid generation.

 

·Closure source terms post-onset of acid generation.

 

PAG waste rock was assumed to generate acid at closure. This change in source terms increased the mass leaching from the WRF and pit during closure.

 

Constituent mass loads and flows were mixed to estimate concentrations at various locations on the site and in the receiving environment. To define treatment requirements, the estimated concentrations in the Shungnak River (the receiving environment for site effluents) were compared to the Alaskan Water Quality Standards (WQS; 18 AAC 70), as described in Alaska Water Quality Criteria Manual for Toxic and Other Deleterious Organic and Inorganic Substances (ADEC 2008).

 

The results from the water and load balance indicated that during operations excess water from the WRCP will need to be treated prior to discharge to the receiving environment In the last year of operations and during closure, water from the dewatering of the TMF will also need to be treated for selenium and copper prior to discharge to the receiving environment (see description in Section 20.4).

 

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18.9High Density Sludge Water Treatment Plant

 

The results from the water and load balance were used to develop a water treatment strategy.

 

A high density sludge (HDS) lime-based neutralization and precipitation process is proposed to treat effluent from the WRCP through a HDS WTP. This process will consist of neutralization and precipitation with lime, followed by coagulation/co-precipitation with ferric iron, flocculation, clarification, and pH adjustment (if required). The neutralization and precipitation process will include aeration to oxidize metals and lime dosing to neutralize acidity, increase pH, and provide hydroxide ions for the precipitation of metal hydroxides. The coagulation/co-precipitation process will include ferric iron to promote the adsorption/co-precipitation of anionic metals (e.g., arsenic, antimony, molybdenum, uranium, and some forms of selenium) with iron oxyhydroxide precipitates. The HDS WTP will be housed in a dedicated building and will comprise the following: lime storage silo, lime slurry preparation, and lime slurry distribution systems; ferric chloride storage and dosing systems; flocculant storage, preparation, and dosing systems; hydrochloric acid storage and dosing systems; agitated lime-sludge mix tank; agitated reactor tanks; aeration blowers; clarifier; clarifier underflow recycle and waste pump systems; agitated overflow tank, flush water and dilution water pump systems; sump and sump pump systems.

 

During operations, sludge from the HDS WTP will be disposed of at the TMF via the tailings pump box at the mill. During closure, sludge from the HDS water treatment plant WTP will be disposed of in the pit for approximately 20 years. After the pit fills to a specified elevation, the sludge will be filter pressed and hauled to sludge disposal cells in the dewatered TMF. This water treatment plant will operate in perpetuity.

 

The HDS WTP will operate during the open water season from May through October. Treated effluent will be discharged via a 12 km pipeline to the Shungnak River.

 

Elevated selenium concentrations in the WRCP are predicted. The HDS WTP is unlikely to remove appreciable amounts of selenium and discharging to the Shungnak River is the proposed selenium management option during most of operations. The water quality in the Shungnak River below the discharge point is predicted to meet water quality criteria after a mixing zone. The discharge location in the Shungnak River and the mixing zone will both require regulatory approval. Obtaining a permit to discharge into the Shungnak River and defining a mixing zone in the Shungnak River are regulatory risks for the Project.

 

18.10Tailings Management Facility

 

18.10.1General Description

 

The TMF will be located at the headwaters of the Subarctic Creek, in the upper-most portion of the creek valley (refer to Figure 18-6). The maximum storage capacity of the facility will be about 39 Mm³ (tailings and process water) at an elevation of 887.5 m plus an additional 2.5 m of freeboard. The 58.6 ha footprint of the TMF will be fully lined with an impermeable liner (LLDPE).

 

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Tailings containment will be provided by an engineered dam that will be buttressed by the WRF, constructed immediately downstream of the TMF, and the natural topography on the valley sides. A starter dam will be constructed to elevation 805 m two years prior to mine start up and then increased to 830 m by the end of the construction period. Three subsequent raises will bring the final dam crest elevation to 890 m, which is 40 m lower than the final elevation of the WRF. The expected maximum tailings production rate is 8,700 t/d and the TMF is designed to store approximately 34.5 Mm3 (37.8 Mt) of tailings plus 4.5 Mm3 of water over the 12 years mine life as well as the probable maximum flood (PMF).

 

Tailings will be deposited as conventional slurry from the dam crest by multiple spigots. For this work, a dry density of 1.1 t/m3 was used to estimate the storage capacity of the facility. Considering that the base of the impoundment will be impermeable, the final consolidated tailings dry density is assumed to be 1.25 t/m3 based on simple 2 D consolidation calculations. The operation scheme of the facility will result in a subaqueous tailings deposition with a rate of rise varying from 25 m/y at start-up to 4 m/y at the end of the operation. It is assumed that tailings deposition will be sub-aqueous and that an underwater beach slope of 1% will be created during deposition. The reclaim pond will form overtop of the tailings and against the natural terrain upstream of the dam and will reach a maximum design elevation of 887.5 m by the end of operations.

 

18.10.2Design Criteria

 

The basis of the TMF design is provided in Table 18-3. Values were determined from project-specific information, judgment, and experience with other projects.

 

The 2020 FS design was performed in accordance with the following guidelines and regulations and comply with the general industry guidelines and standards of practice:

 

·Guidelines for Cooperation with the Alaska Dam Safety Program, July 2017.

 

·Alaska Administrative Code Title 11, Chapter 93, Article 3 Dam Safety.

 

·State of Alaska Mining Laws and Regulations, Alaska Department of Natural Resources Division of Land and Water, 2014.

 

·Canadian Dam Association, 2013. Technical Bulletin: Application of Dam Safety Guidelines to Mining Dams. (CDA, 2013).

 

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Table 18-3    TMF Design Parameters and Design Criteria

 

Design Item Criterion Reference
Operational life of TMF 12 years Trilogy
Total tailings 37.8 Mt Ausenco
Annual Tailings Production (Solids) 2.86 Mm3/yr Ausenco
Tailings percent solids (in the slurry pipeline) 18% (Ms/(Ms+Mw)) Ausenco
Tailings solids specific gravity 3.1 Ausenco
Tailings settled dry density 1.1 t/m3 SRK
Expected tailings deposition angles 1.0 % (subaqueous) SRK
Tailings Deposition Spigots from dam crest SRK
Target storage requirement 34.5 Mm3 SRK
Reclaimed water storage requirement 4.5 Mm3 Trilogy
Dam Hazard Classification Class I ADSP
Minimum Freeboard above tailings 2.5 m SRK
Tailings dam crest width 30 m SRK
Tailings dam max elevation (height) 890 masl (190 m) SRK
Design Earthquake 1:2475 year, PGA = 0.2645 ADSP
Stability Factor of Safety (FOS) 1.0 (seismic) to 1.5 (static) ADSP
Dam construction materials Waste rock compacted in 1 m lifts SRK
Dam downstream and upstream slopes 2.5H:1V SRK
Starter dam storage capacity (elevation) 1.5 Mm3, Year -1, (805 masl) SRK
End of Construction capacity (elevation) 6.5 Mm3, Year 0, (830 masl) SRK
Dam Raise 1 storage capacity (elevation) 13.9 Mm3, Year 1, (850 masl) SRK
Dam Raise 2 storage capacity (elevation) 24.8 Mm3, Year 4, (870 masl) SRK
Dam Raise 3 storage capacity (elevation) 39.0 Mm3, Year 7, (890 masl) SRK
Storm inflow design flood without overtopping 1.5 x Probable Maximum Flood (PMF) SRK
Maximum allowed vertical crest deformation due to dynamic loading 0.5 m SRK

 

Notes: Dam classification follows Guidelines for Cooperation with the Alaska Dam Safety Program (ADSP, 2005, 2017)

 

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The design criteria were based on site conditions as of August 2019, on assumptions interpreted from a review of available information, and on feasibility-level field investigations and associated reporting. Where data were not available, could be obtained or generated, feasibility-level assumptions were made.

 

18.10.3Overburden Geotechnical Investigation

 

An overburden geotechnical investigation was carried out in 2017 (SRK, 2017) and 2018 (SRK, 2018) to provide overburden characterization in support of the waste facility siting evaluation and geotechnical design of the WRF and TMF.

 

Surficial deposits mapped in the Project area include glacial, aeolian, and fluvial deposits, with colluvium covered slopes. Most morainal deposits at the site are from the late Pleistocene Walker Lake glaciation, and consist of drift deposits characterized by boulders, cobbles, and gravels in a fine-grained matrix, as well as outwash deposits of silty sand. The Subarctic Creek valley mainly consists of well-graded silty sand and gravel colluvium and alluvium, with some zones of large cobbles and boulders. Overburden thickness within the Subarctic Creek valley generally increases down-valley towards the Shungnak River valley.

 

In the proposed TMF and starter dam footprints, groundwater was encountered during drilling and test pitting at depths between 0.2 and 4.9 m. Groundwater was encountered at depths between 6 and 21 m below ground in the bedrock around the perimeter of the TMF. Based on groundwater elevation records in these areas, the planned facilities will be located in groundwater recharge zones.

 

In the planned WRF footprint, groundwater was encountered during drilling and test pitting at depths between 0.76 m and 13.5 m. Groundwater levels are generally near the surface on the western and central parts of the footprint and deeper on the eastern side of the footprint. Drill holes on both sides of the valley appear to be located in groundwater recharge zones. The center of the valley may correspond to both recharge and discharge zones.

 

The groundwater depth within the footprint of each planned infrastructure within the Subarctic Creek valley is relatively shallow. The average groundwater depth is 1.53 m and seems to correspond to the weathered bedrock–overburden contact. The water depth seems to be relatively constant despite varying surface slope angles.

 

18.10.4Site Selection

 

The TMF site was selected in August 2017 during a workshop (Ausenco 2017)   to evaluate locations for the TMF and WRF.

 

A weighting system was applied to four broad categories including environmental concerns, permitting, capital costs, and operating costs.

 

18.10.5Starter Dam

 

Overburden in the TMF starter dam area is characterized as thin well-graded silty sand with gravel or silty gravel with sand (SM or GM). The contact with the underlying fractured weathered bedrock occurs at depths varying between 0.20 and 3.05 m in the TMF and between 1.07 and 9.14 m in the starter dam area. The thicker overburden occurs in the center of the valley, south of the toe of the starter dam. The overburden is interpreted to be colluvial in origin. Bedrock crops out at the north end of the TMF.

 

The overburden will be excavated underneath the footprint of the starter dam and removed to reduce potential settlement and deformation of the TMF dam; overburden removal will therefore reduce the potential underperformance of the liner that will be installed on the dam’s upstream face.

 

The topsoil and overburden material will be stockpiled near the pit for use in future reclamation of the waste facilities.

 

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The starter dam will be constructed in two phases to an ultimate lined elevation of 830 m, which will allow for storage of the pre-production water and approximately one year of storage (~1.3 Mm3) to supply the mill during start-up. The upstream and downstream faces of the starter dam will be constructed at 2.5H:1V and constructed entirely of waste rock from the open pit. Waste rock will be placed in 1 m lifts and compacted by the mine fleet haul trucks. Figure 18-10 shows a cross section through complete TMF and WRF, illustrating the starter dam in relation to the Final dam and the abutting WRF.

 

The TMF footprint and the upstream face of the dam will be lined with a textured 80 mil LLDPE geomembrane, placed over 32 oz geotextile on grade. To prepare for liner installation, the TMF area will be cleared, grubbed and stripped of topsoil prior to grading and placement of the geotextile. The face of the dam will be covered with bedding material to protect the liner against puncture from potential sharp edges in the waste rock.

 

 

Figure 18-10     Cross Section through the TMF & WRF showing Starter Dam to Elevation 805 m (SRK, 2020)

 

 

Figure 18-11    Cross Section of the TMF and raises to Final Design Elevation (SRK, 2020)

 

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18.10.6Dam Raises and Final Dam

 

Three dam raises will be completed to reach the final dam height of 890 m. The construction for these raises will be completed in years 1, 4, and 7 to elevations 850 m, 870 m and 890 m respectively. Construction will be completed using the downstream method and will connect the structural fill in the tailings dam with the uncompacted WRF. Tailings deposition will be required from the perimeter of the TMF during the construction sequence of the dam crest. The dam crest will be constructed to a width of 30 m at the end of each construction campaign.

 

An upstream slope of 2.5H:1V will be maintained throughout the construction of the dam to facilitate the placement of the bedding layer and the installation of the liner. The downstream portion of the dam will abut the WRF at each stage of dam raising. Construction material for the dam will be waste rock compacted in 1 m lifts.

 

Additional liner will be placed within the expanded TMF footprint using the same procedures as for the initial starter dam. The TMF area will be cleared, grubbed and bedding material and geotextile placed prior to the single side textured 80 mil LLDPE geomembrane being laid down and seamed to the existing liner.

 

Figure 18-11 shows a cross section of the complete TMF and the raises constructed to reach the final design elevation.

 

18.10.7TMF Water Pool and Water Return

 

Under normal situations, the pool will be maintained deeper towards the south portion of the TMF away from the deposition spigots. Recycle water will be obtained using a floating barge and pipeline system situated on the pool.

 

Tailings deposition in winter will be managed to limit ice formation in the tailings by maintaining sub aqueous deposition of the tailings.

 

18.10.8Tailings Delivery and Return System

 

The tailings delivery system will transport slurried tailings from the processing plant to the TMF. This will consist of one three-kilometre pipeline, with two kilometres of this being 500 mm (20 inch) diameter carbon steel rubber lined pipeline and the remaining one kilometre being 600 mm (24 inch) HDPE. This pipeline will transport up to 1,843 m3/h of tailings to the TMF.

 

The return water delivery system for recycle water from the TMF has been sized on the basis of 1,308 m3/h of water being pumped from the TMF to the process water pond. This system will consist of a barge pump and a 3 km-long pipeline, run adjacent to the tailings pipeline. The pipeline will consist of 2 kms of 450 mm (18 inch) diameter carbon steel pipeline, with the remaining 1 km being 500 mm (20 inch) HDPE.

 

Both pipelines will be heat-traced to prevent freezing.

 

18.11Waste Rock Facility and Overburden Stockpiles

 

A large WRF will be developed north of the planned Arctic pit in the upper part of the Arctic valley. The waste rock placed in the most northern portion of the WRF will be compacted to provide the structural fill for the TMF.

 

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There will also be two small overburden stockpiles to store the stripped topsoil and overburden from the TMF footprint.

 

18.11.1Waste Rock Facility

 

The overburden in the WRF area is characterized as well-graded silty sand with gravel or silty gravel with sand (SM or GM) and angular cobbles interpreted to be colluvial in origin. Overburden is slightly thicker on the west side of the valley (± 10 m) than on the east side of the valley (± 6 m), and ranges between 3 and 5.60 m in the centre of the valley. Based on exposed bedrock, overburden is inferred to thin on the valley sides.

 

The total volume of waste rock is expected to be 145.6 Mm3 (298 Mt); however, there is potential for expanded volume in the waste if placement density is < 2.0 t/m³. Most of the waste rock is anticipated to be PAG and there will be no separation of waste based on acid generation potential. Rather, seepage from the WRF will be collected and treated. An underdrain at the based of the WRF will be built to collect and manage the seepage.

 

The WRF is planned to be constructed in in 5 m lifts with benches set back at 27.5 m after every fourth lift, to achieve an overall slope of 2.7H:1V. The final design is expected to have variations in the slope aspect, to best manage overland flow, resulting in a transitioning convex to concave shape of the WRF face.

 

The maximum stacking height (above existing grade) of the WRF is planned at 280 m to an elevation of 930 masl. The effective normal stress for potential critical failure surfaces at the base could reach values up to 5,000 kPa, which is higher than the weathered bedrock’s unconfined resistance (on the order of 3,000 kPa) and significantly lower that the competent bedrock resistance (± 32,000 kPa). These values were obtained from UCS tests performed on samples. Considering the potentially mobilized zone under the stress (and potential strains) imposed by the stacked material, crushing of the WRF should be expected. A sensitivity assessment was performed to assess what the impact would be if the waste rock in the WRF behaved as a finer granular material.

 

A rockfill underdrain will be constructed under the WRF in the current Sub-Arctic Creek channel bed. The underdrain will be excavated into the overburden prior to WRF construction and will be capable of handling base flow through the Subarctic Creek valley. Water will be collected in a pond at the base of the WRF and held for treatment. The underdrain system will be used to maintain the phreatic water level as low as practicable within the WRF to increase the stability of the facility.

 

18.11.2Overburden and Topsoil Stockpiles

 

Two stockpiles will be developed on the western side of the planned pit to store topsoil and overburden materials for use in final site reclamation. The topsoil stockpile will be placed in between the haul roads and will store up to 325,000 m³ of material. The overburden stockpile will be located below the lower haul road between the pit and the mill site and will have a storage capacity up to 2,200,000 m³.

 

Existing soils located near the toe of the overburden stockpile shall be stripped to competent bedrock prior to placement of material. Stripping material is required to provide a stable foundation.

 

A collection channel is located below the overburden stockpile to convey water into sedimentation pond before discharging the water into Subarctic Creek.

 

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18.12Compressed Air Supply

 

High-pressure compressed air will be provided by three duty and one standby screw compressors and a duty plant air receiver. The instrument air will be dried and then stored in a dedicated air receiver. The plant air will be fed directly from the plant air receiver.

 

High-pressure air for the concentrate filters will come from a dedicated system of two duty and one standby screw compressors and a concentrate filtration area air receiver.

 

Low-pressure air for flotation-cell air requirements will be provided by four duty and one standby centrifugal blowers.

 

18.13Site Communications

 

External communications, including voice and data, will use a satellite connection with a line-of-sight to an orbiting geostationary satellite. Earth stations are expected to be located at the process plant area, camp area, contractor laydown yard proposed to be located at the road junction between the planned mine access road and the proposed AMDIAP road, and the Dahl Creek airport. There will be separate systems for business operations and personal use.

 

Radio communications around the operation will be a very high frequency (VHF) Hi-Band system with radios in all mobile equipment and operations offices. There will be multiple frequencies with a frequency assigned to a specific operational group. The Dahl Creek airport will have a UHF radio to communicate with in-bound aircraft.

 

It is expected that there will be cell phone access for personal use in a limited area. This system will be installed and maintained by a communications service provider.

 

Communications for truck operators on the AMDIAP road will be with VHF radios utilizing a system that will be installed as part of the AMDIAP road.

 

18.14Fire Protection

 

The firewater distribution network will be maintained under a constant pressure with a jockey pump and will be looped and sectionalized to minimize loss of fire protection during maintenance. Where run outside buildings, fire water piping will be above ground and be heat traced and insulated.

 

Yard hydrants will be limited to the fuel storage tank area. Wall hydrants will be used in lieu of yard hydrants, and these will be located on the outside walls of the buildings in heated cabinets.

 

Fire protection within buildings will include standpipe systems, sprinkler systems and portable fire extinguishers. Standpipe systems will be provided in structures that exceed 14m in height and additionally where required by regulations, local authorities or the insurance underwriter.

 

Camp modules will be purchased with fire detection; fire rated walls and will use separation as a means of fire protection. Handheld extinguishers will be located throughout the buildings.

 

Fire protection of the generators will be provided by a water mist system. Gas detection will be provided to detect dangerous levels of diesel gas within the generator building.

 

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18.15Plant Buildings

 

18.15.1Truck Shop and Mine Offices

 

The mine infrastructure area will be 2,400 m2 in area and will be positioned on an upper pad adjacent to the fuel storage area. This building will consist of the truck workshop, truck wash, mine offices, and mine dry. The truck workshop will have lifting and handling activities fulfilled by an overhead gantry crane. This building will be a pre-engineered steel frame and metal-clad building. The building will be heated using a system that will use waste heat produced from the diesel generators.

 

18.15.2Laboratory

 

The laboratory will be 300 m2 in area and will be situated adjacent to the process building. The building will house all laboratory equipment for the daily operational process control including the metallurgical and environmental requirements. Any mechanical items associated with the dust collection equipment will be located external to the building. The building will be constructed as a single-storey modular wood-frame building. This building will be heated using an air handler system that using waste heat produced from the diesel generators.

 

18.15.3Administration Building

 

The administration building will consist of HR, accounting and senior site management. The building will have an approximate area of 850 m2. The building will be constructed as a single-storey modular wood-frame building. This building will be heated using an air handler system that will use waste heat produced from the diesel generators.

 

18.15.4Mill Dry Facility

 

The mill dry facility will consist of plant change rooms for the process plant area. The building will be approximately 400 m2 in area. These facilities will have clean and dirty areas and will be complete with showers, basins, toilets, lockers and overhead laundry baskets. The building will be constructed as a single-storey modular wood-frame building. This building will be heated using an air handler system that will use waste heat produced from the diesel generators.

 

18.15.5Plant Workshop and Warehouse

 

The plant workshop will be used to perform maintenance on process equipment and equipment spares. The plant workshop will be approximately 780 m2 in area. This building will be a pre-engineered steel frame and metal-clad building. This building will be heated using an air handler system that utilizes waste heat produced from the diesel generators.

 

18.15.6Primary Crushing

 

The primary crushing area will feature a fabric structure approximately 70 m2 in area that will be located above and adjacent to the crusher dump pocket to assist with dust collection measures.

 

18.15.7Crushed Ore Stockpile

 

A geodesic dome will be used over the crushed ore stockpile to keep the ore dry during the winter. The building will be approximately 2,700 m2 in area.

 

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18.15.8Process Plant

 

The process plant building will have an approximate area of 4,800 m2, and will house all of the milling, flotation and concentrate thickening equipment. The building will be divided into two sections. The first section will contain the mill and will have dimensions of 30 x 24 m; the second section will contain the flotation, regrind and thickening equipment and will be 36 x 98 m in size. Both sections will be serviced by overhead cranes.

 

This building will be a pre-engineered steel frame and metal-clad building with internal insulation to reduce heat loss. This building will be heated using an air handler system that utilizes waste heat produced from the diesel generators.

 

18.15.9Concentrate Loadout

 

The concentrate loadout building will house process equipment and provide a covered area for loading the concentrate on to the trucks. This building will be separated from the process plant building to minimize the building volume that requires process ventilation equipment. The building will be approximately 1,700 m2 in area, will be a fabric structure and will not be heated to assist in drying out the concentrate prior to transport.

 

18.15.10Reagent Storage and Handling

 

The reagent storage and handling building will be located outside the process plant building. The building will have an approximate area of 680 m2. This building will be pre-engineered steel frame and metal-clad building. This building will be heated using an air handler system that will use waste heat produced from the diesel generators.

 

18.15.11Raw Water Supply

 

The raw water supply building will be located at the fresh water source and house the pumping equipment. The building will be 36 m2 in area and will be a pre-engineered modular building. It will be heated using electric unit heaters.

 

18.16Concentrate Transportation

 

Concentrate will be shipped from the Arctic mine site to the Port of Alaska in Anchorage in specialized 6 m intermodal bulk shipping containers for direct loading into bulk carrier vessels for ocean transport to the smelter or refinery. Containers will be trucked to Fairbanks, and then transferred to rail for delivery to the Anchorage port terminal.

 

A concentrate trucking contractor will be responsible for loading the containers in the concentrate storage building using a wheeled loader. Containers will be loaded with net 28.1 wmt of concentrate, resulting in 31.2 t gross weight per container. Based on a daily production of 1,289 wmt of concentrates (470,586 wmt per year), approximately 46 containers will be loaded per day and shipped from the Arctic site.

 

The base for the trucking operation will be at the junction where the road to the Arctic Mine would intersect the proposed AMDIAP road, hereafter referred to as the Arctic Mine Junction (AMJ). This would be the primary laydown yard for concentrate containers. The trucking contractor would have a maintenance facility at AMJ, and mobile maintenance trucks along the AMDIAP; however, most major equipment maintenance work is expected to be performed at the concentrate trucking contractor’s Fairbanks operating base.

 

The trucking of the containers to Fairbanks is planned to be undertaken in three stages:

 

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·Load trucking containers at the Arctic mine concentrate storage building and then transport the container to the AMJ.

 

·The containers would be trucked from AMJ using the AMDIAP road to the Dalton Transfer Yard (DTY) facility. The DTY would be located near the intersection of the AMDIAP road with the Dalton Highway and would be operated by the concentrate trucking contractor. A Super B-train configuration will be used, with each truck hauling two containers. At DTY, each truck will offload the two containers and return to the mine with two empty containers. This will require approximately 23 trips per day. Drivers would be based at the Arctic site and will complete one return trip per day from AMJ to DTY.

 

·The concentrate trucking contractor would use a Fairbanks-based fleet to move the containers using a single trailer configuration from the DTY to a depot in Fairbanks. When the trucks undertake the trip from Fairbanks to DTY, each truck would transport one empty container.

 

In Fairbanks, the containers would be loaded on railcars for transport to the Port of Alaska. At the port, the containers would be staged for direct loading into marine vessels using fixed shore cranes and a container rotator attachment. Concentrate would be shipped from Alaska in 10,000 dmt parcels for copper and zinc, and 5,000 dmt parcels for lead.

 

Table 18-4 provides details of the planned concentrate movement.

 

Table 18-4     Mode of Transport and Distances for Concentrate Shipping

 

Segment   Mode   Distance
(km)
    Trips/Day     Trips/Week  
1 Arctic Site to AMJ   Truck – Single Trailer     16       46       322  
2 AMJ to DTY   Truck – Double Trailer     324       23       161  
3 DTY to Fairbanks   Truck – Single Trailer     391       46       322  
4 Fairbanks to Port of Alaska   Rail     573               3  
5 Port of Alaska to Asian Port   Marine Bulk Carrier     9,000                  

  

Concentrate shipping containers would be sourced from one of several suppliers and leased. It is expected that a fleet of approximately 1,770 containers would be required.

 

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19Market Studies and Contracts

 

A marketing review for the three Arctic concentrates, dated July 14, 2020, was conducted by StoneHouse Consulting, based on the expected concentrate assays as provided by Trilogy Metals.

 

The three Arctic concentrates- copper, zinc and lead- will be marketed differently but will all be sold within the Asia Pacific area.

 

The copper concentrate is relatively high grade with low penalty impurities. The quality can be sold directly into China and therefore will have the advantage of the most competitive terms. There is payable silver content, and potential penalties for Zn + Pb and antimony will be low dollar value. The copper concentrate contains arsenic and selenium levels that are close to the penalty threshold. Overall, this is a good quality with few elements for which a penalty can be applied.

 

The zinc concentrate has a cadmium content that is above the current import limit set by the Chinese government so cannot be sold into China. The obvious markets for this quality would be to smelters in Korea, Australia and Canada. The concentrate is high grade zinc with relatively low iron. As the market is currently long in high silica and high manganese concentrates, this quality will be a welcome feed to blend down those impurities. Not all smelters will value fully a high zinc grade material as it is expensive per unit of zinc, so this material will need to be spread around to several smelters. The silica levels are low, separating this material from the product of other new mines currently entering the market.

 

The lead concentrate contains most of the payable precious metals from the Arctic mine. In particular, the 37 gpt gold will need to find a smelter home that can recover this gold efficiently and be willing to give a good gold payment. The concentrate can be sold into China as it does not exceed any of the Chinese import restrictions. The concentrate has high levels of fluorine, selenium and magnesium, which may restrict the amount that any one lead plant would be willing to accept. Arctic lead concentrate will compete with the fluorine in Cannington lead concentrate and with selenium in Penasquito lead concentrate. With an annual production averaging 30,000 dmt per year, the Arctic lead concentrate is expected to be sold into Chinese and Korean smelters.

 

As of July 2020, copper and zinc concentrates with origin in the United States are subject to a 25% duty going into China, with 10% duties on US origin lead concentrates. The US and China have just entered into a phase 1 agreement on trade, but it is understood that duties on concentrates have not be lifted. As the trade issue is very fluid, this issue will have to be addressed closer to the time of sanctioning of the project.

 

19.1Metal Prices

 

Trilogy Metals established the commodity pricing using a combination of two year trailing actual metal prices, and market research and bank analyst forward price projections, prepared in June 2020 by Jim Vice of StoneHouse Consulting Inc.

 

The long-term consensus metal price assumptions used in the 2020 FS economic analysis were:

 

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·Copper: $3.00/lb

 

·Zinc: $1.10/lb

 

·Lead: $1.00/lb

 

·Gold: $1,300/oz

 

·Silver: $18.00/oz

 

19.2Markets and Contracts

 

19.2.1General

 

No contracts were entered into at the Report effective date for mining, concentrating, smelting, refining, transportation, handling, sales and hedging, and forward sales contracts or arrangements. It is assumed that any contracts of these types will be within industry norms. It is expected that any future concentrate sales will include a mixture of long-term and spot contracts.

 

Most concentrate is traded on the basis of term contracts. These frequently run for terms of one to 10 years, although many long-term contracts are treated as evergreen arrangements that continue indefinitely with periodic renegotiation of key terms and conditions. Generally, a term contract is a frame agreement under which a specified tonnage of material is shipped from mine to smelter, with treatment and other charges negotiated at regular intervals (typically annually).

 

Spot contracts are normally a one-off sale of a specific quantity of concentrate with a merchant or smelter. The material is paid for in much the same way as a concentrate shipped under a term contract. Merchant business is a mixture of one-off contracts with smelters and long-term contracts with both miners and smelters.

 

Often terms of sale for a term contract between miners and smelters are at “benchmark terms”, which is the consensus annual terms for the sale of concentrate and negotiated annually. Spot sales are made at spot terms, negotiated on a contract by contract basis.

 

19.2.2Copper Concentrate

 

Trilogy Metals will have the option of selling some portion of the copper concentrate under long term contracts directly to smelters in China, Japan, or Korea, with the balance sold under shorter term or spot contracts to the trade, with the same delivery points. The planned concentrate production is too large to rely on the spot market for all the sales volume, although a portion sold under generally more favourable spot terms is recommended.

 

19.2.3Zinc Concentrate

 

Because of the elevated level of cadmium, China will not be a market for the zinc concentrate. It is unlikely China would increase the cadmium limit for imported concentrates, which would allow access to the Chinese market for the zinc concentrate, as the current trend is for a tightening of limits.

 

Without the Chinese market Arctic zinc concentrate could still be sold to several smelters. Some smelters would prefer a higher silver content than will be the case in the Arctic concentrate, but many would value the high zinc and good iron level. The low silica level would be very attractive to many Asian smelters. Given that most Japanese and Korean smelters are relatively well supplied in the current market, and Chinese delivery is not an option, spot market opportunities for the zinc concentrate will be limited. It is recommended that most of the zinc concentrate be sold under long term contracts to Asian smelters, and perhaps to the Teck-owned Trail smelter.

 

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It may not be necessary for Arctic to consider shipments to Europe, although larger volume shipments to the Korea Zinc smelter in Australia might be cost effective.

 

19.2.4Lead Concentrate

 

The lead concentrate will carry most of the silver and gold content. The negative aspects of the lead concentrate will be the elevated levels of selenium, fluorine and magnesium, which may restrict the marketing for the product. The concentrate can be characterized as a medium grade lead concentrate with good precious metals values. The gold content is significant, so sales to smelters that will pay competitively for the gold is important.

 

The Arctic lead concentrate, which is anticipated to have a gold content of 37 g/t, could be imported into China as a gold concentrate and as such would not be subject to the import restrictions of lead concentrates. To be labelled a gold concentrate a material must contain a minimum of 1 oz per ton (31.1 g/t) gold content. The specification for Arctic lead concentrate does not exceed any of the Chinese import restrictions for lead concentrate, so the label of a gold concentrate would not be critical for accessing the Chinese market. If the gold content is expected to be variable to the extent that the gold grade might fall under 31.1 gpt, then it would be safer to always export to China as a lead concentrate.

 

The copper content in the lead concentrate will be high and will add to the complexity of the concentrate. As this concentrate will already have to be blended due to the fluorine and selenium contents, the copper content, when blended, will be a value-added benefit to the smelter.

 

In a typical stand-alone lead smelter, selenium volatilizes in the furnace and follows the gas stream. As the gas cools the selenium drops out into the acid mud, which can be purchased by processors who then recover the selenium. Because the selenium is expected to be recovered, treatment of the Arctic lead concentrate will not be a problem in a stand-alone lead smelter, of which there are many in China.

 

However, in an integrated lead–zinc smelter, treatment is more difficult. In an integrated plant many waste streams are treated for further processing to recover as many by-product metals as possible, e.g.- zinc residues are treated in the lead furnace, lead slags are treated in slag fuming furnaces, copper skimmings are treated to recover copper, antimony, etc. The selenium does not necessarily accumulate in any one area but contaminates several processes. That means that integrated smelters such as Trail and Korea Zinc’s Onsan smelter may be more sensitive to selenium. Trail has indicated that it is already receiving the maximum selenium it can handle from Penasquito concentrates, but Korea Zinc has not said it has a problem. Korea Zinc may be somewhat sensitive to selenium, and with the level of selenium in Arctic lead being 400% more than the Penasquito lead concentrates Korea Zinc may not be able to take a significant amount of the lead concentrate production.

 

Many smelters also have limits in the amount of fluorine that they can receive in concentrates. The current indication is that the Arctic lead concentrate will contain 3260 ppm fluorine, although there are indications that the level can be brought down to 1500 ppm by controlling the talc overflow into the lead concentrate. A competing lead concentrate to Arctic will be Cannington in Australia, which has a fluorine content of 700- 1200 ppm. The Trail lead smelter has historically rejected lead concentrate parcels containing 1300 ppm F, so the potential impact of the high level in Arctic lead concentrate should not underestimated.

 

China remains the best market for this lead concentrate. China produces approximately 75% of the world’s primary lead, and since the production volume of lead concentrate at Arctic is not high, the Chinese market should be a good fit. The lead tonnage could be placed into other markets, but then the selenium content becomes an issue, particularly for integrated lead- zinc smelters.

 

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The challenge would be to find an appropriate smelter that can value the silver and gold content but can handle the fluorine and selenium levels.

 

The current indication is that the Arctic lead concentrate will contain between 4–6% magnesium, presumably as MgO. As this is such a significant impurity the impact on a lead smelter should be evaluated. The current thinking is that the MgO will harmlessly slag off in the furnace, but each smelter may have different sensitivities, so the impact of the high Mg needs to be further evaluated.

 

19.3Smelter Term Assumptions

 

Smelter terms were applied for the delivery of copper, zinc and lead concentrate. It was assumed that delivery of all concentrates would be to an East Asian smelter at currently available freight rates.

 

19.3.1Copper

 

The contracts for the copper concentrate will generally include the following payment terms:

 

·Copper: pay 96.5% of the content, subject to a minimum deduction of 1 percentage point, at the price for Grade A copper less a refining charge in US cents per payable pound. The minimum deduction applies for Cu grades less than 28.5%.

 

·Treatment charge: $85 per dmt of concentrates.

 

·Gold credit: no payment if gold content is less than 1 gr/dmt. If greater than 1 gr/dmt then payment is 90% of content less a refining charge of $5 per payable oz.

 

·Silver credit - if Ag content is greater than 30gms/dmt, payment is for 90% of content, with a refining charge of $0.50/payable oz.

 

·Treatment charge: $85 per dmt of concentrates.

 

Penalty charges:

 

·Zinc plus lead: $3 per each 1% (Pb + Zn) above 3%

 

·Arsenic: $2 per each 0.1% above 0.2%

 

·Antimony: $2 per each 0.1% over 0.1%

 

·Selenium: $2 for each 100 ppm above 300 ppm.

 

These penalty formulae, given the expected content of the copper concentrate, are not expected to generally be applicable. However, penalties may be triggered during early months of production from the process plant, when concentrate penalty levels may be more variable than expected for the LOM.

 

19.3.2Zinc

 

The typical payables that would apply to the zinc concentrate include:

 

·Zinc: pay 85% of content, subject to minimum deduction of eight units at the London Metals Exchange (LME) price (Minimum deduction applies below 53.3%, therefore not applicable to Arctic zinc concentrate).

 

·Treatment charge: $230/dmt of concentrate delivered.

 

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·Gold credit: minimum deduction 1 g/t; therefore, no gold payment.

 

·Silver credit: deduct 3 oz/dmt (93 g/t) from the content and pay for 70% of the balance. Therefore, no silver payment.

 

The only penalty charge expected for the zinc concentrate is for cadmium, at a penalty payment of $2 (per dmt) per 0.1% over 0.3%.

 

19.3.3Lead

 

The contracts for the lead concentrate are assumed to include the following payment terms:

 

·Lead: pay 95% of the content subject to a minimum deduction of three percentage points. Minimum deduction to apply at lead grades less than 60%

 

·Treatment charge: $180/dmt of concentrate delivered.

 

·Gold credit: pay 95% of content, subject to a minimum deduction of 1 g/t (applies to concentrates with less than 20 g/t), with a refining charge of $10/payable oz.

 

·Silver credit: pay 95% of content, subject to a minimum deduction of 50 g/t (applies to silver content less than 1000 g/t), with a refining charge of $0.80/payable oz.

 

Penalty charges that may be incurred for the lead concentrate include:

 

·Selenium: $2 for each 100 ppm above 800 ppm

 

·Fluorine: $1.50 for each 100 ppm over 500 ppm

 

·Bismuth: $1.50 for each 1000 ppm over 1000 ppm.

 

A penalty for magnesium was not included as it was expected that this element would slag off during lead smelting; this point should be checked at the next phase of the project.

 

An analysis for chlorine content in the lead concentrate should also be undertaken.

 

19.4Transportation and Logistics

 

Transportation cost assumptions for the concentrate are summarized in Table 19-1.

 

Table 19-1     Concentrate Transport Costs

 

Description  US$/dmt 
Containers leasing  $5.30 
Arctic Mine to Fairbanks  $175.63 
Fairbanks to Port of Alaska  $27.52 
Port Terminal & Handling  $19.97 
Ocean Freight to Asian Port  $42.55 
Total Transport Costs  $270.98 

  
19.5Insurance

 

An assumed insurance rate of 0.15% was applied to the recovered value of the concentrates less refining, smelting, penalties, treatment charges and concentrate transport charges.

 

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19.6Representation and Marketing

 

An allowance of $2.50/wmt of concentrate was applied as an allowance for marketing and representation.

 

19.7Comment on Section 19

 

The QP has reviewed the information on marketing, payable and penalty assumptions and metal price assumptions, and considers that they are acceptable for use to support the economic analysis in Section 22 and to support Mineral Reserve estimates.   

 

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20Environmental Studies, Permitting and Social or Community Impact

 

20.1Environmental Studies

 

The Arctic Project area includes the Ambler lowlands and Subarctic Creek within the Shungnak River drainage. To date, a moderate amount of baseline environmental data collection has occurred in the area including surface and ground water quality sampling, surface hydrology monitoring, wetlands mapping, aquatic life surveys, avian and mammal habitat surveys, cultural resource surveys, hydrogeology studies, meteorological monitoring, and metal leaching and acid rock drainage (ML/ARD) studies.

 

20.1.1Hydrology

 

The Arctic Project area hydrology has been characterized. In 2007, 2008 and 2009, Shaw Environmental collected water quality samples and measured stream flow at 13 stations on the Shungnak River, Subarctic Creek, Arctic Creek, and the Kogoluktuk River (Shaw, 2007, 2008, 2009).

 

In July 2010, Tetra Tech performed baseline studies to characterize flow and water quality in streams that could be potentially impacted by construction and operation of a proposed access road between the Bornite and Arctic airstrips, and the existing road between the Arctic airstrip and the Arctic deposit. Tetra Tech collected water quality and flow data at 14 sites (Tetra Tech, 2010a).

 

Two hydrologic gauging stations were installed on the Shungnak River (SRGS) and Subarctic Creek (SCGS) respectively by DOWL HKM in July 2012. Each station is powered by dual solar panels and a battery, and continually measures and records water temperature, pH, conductivity, and water depth. A third hydrologic gauging station was established at the Lower Ruby Creek Gauging Site (RCDN) by WHPacific in June 2013. The RCDN station was moved upstream in 2017 due to a beaver dam.

 

Trilogy Metals staff also measured instantaneous stream flow and other standard field parameters (YSI 556 multi-parameter unit) during seasonal sampling events from 2013 to 2019 in Sub-Arctic Creek, Ruby Creek, the Shungnak River, and select tributaries to these drainages. The baseline water quality and hydrology program was expanded considerably in 2016 when Trilogy Metals increased the program from seven to over 20 sites, adding sample sites in Cabin Creek, Riley Creek, Wesley Creek, and the Kogoluktuk River (Craig, 2016).

 

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Figure 20-1  Current Water Quality and Hydrology Stations Location Map (Craig, 2017)

 

In March 2018, a snow survey was conducted around the site area in the upper reaches of the Subarctic Creek watershed.

 

SRK (2020) reviewed existing baseline hydrological data for the Project site and prepared a regional analysis of hydrology.

 

Site and publicly available data were used to estimate mean annual precipitation (MAP) and mean annual runoff (MAR) at the Project and to extend the available period of record. This analysis predicted a MAP of 1,294 mm and a MAR of 1,089 mm for the Subarctic Valley. The increase in estimated MAP from the SRK 2018 investigation is mainly due to the incorporation of a precipitation undercatch correction which was developed based on the snow survey data collected in 2018.

 

Evaporation estimates were also updated for the site using climatic records and an empirical relationship. Evaporation estimates are very stable and have not changed since SRK’s previous review (SRK 2018).

 

Unit measured flows at the nearby USGS Dahl Creek station were compared to unit measured flows at the SRGS and SCGS hydrologic gauging stations for a concurrent monitoring period Flows measured in Dahl Creek closely resemble unit flows at the Project.

 

20.1.1.1Recommendations

 

Upgrading the rain and temperature stations in the Subarctic valley to wind protected total precipitation gauges would reduce the uncertainty in and refine future MAP estimates. Low flow measurements should be collected at the SRGS, SCGS, and RCDN hydrologic gauging stations to improve low flow and baseflow estimates. Snow course surveys should continue to be conducted on an annual basis to progress the understanding of freshet and peak flow timing.

 

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In addition, it is recommended to install a monitoring gauging station closer to the headwaters of Subarctic Creek (i.e. directly below proposed project site location) to calibrate and validate the water and load balance predicted for Subarctic Creek flows.

 

20.1.2Water Quality

 

Environmental baseline monitoring was conducted in the area over the past eight years. The baseline monitoring data was supplemented with publicly available regional data to evaluate long-term trends.

 

In July 2010, Tetra Tech performed baseline studies to characterize flow and water quality in several streams that could be potentially impacted by construction and operation of a proposed access road between the Bornite airstrip and the Arctic airstrip, and the existing road between the Arctic airstrip and the Arctic deposit. Tetra Tech collected water quality and flow data at 14 sites. The results of the Tetra Tech sampling program indicate that, in general, the water quality for all sites meets applicable Alaska State water quality standards (WQS) for the parameters analyzed. Water quality sampling was conducted by Trilogy Metals from 2012 to the present. Small sampling programs were performed from 2012-2015 during the summer field season. The water quality sampling program was expanded in 2016 to include more sample locations in the Shungnak River, Subarctic Creek, Ruby Creek, Riley Creek, Wesley Creek, and the Kogoluktuk River and to include sampling throughout the year. Several seeps in the Subarctic Creek drainage near the Arctic Project were sampled.

 

Samples were analyzed for both total and dissolved metals, mercury, cyanide, chloride, fluoride, nitrates, sulfate, acidity, alkalinity, total suspended solids, conductivity, pH, total dissolved solids, total organic carbon, and total phosphorus. The information will be used in the permitting and facilities design.

 

20.1.3Wetlands Data

 

Tetra Tech performed a program of jurisdictional wetlands identification in a portion of the Arctic Project area in 2010, as part of a study to identify potential road alignment alternatives between the Bornite and Arctic airstrips. The work included data review, vegetation mapping, aerial photographic interpretation (segmentation), and field soil surveys. The work is summarized as follows.

 

The area between the Bornite and Arctic airstrips consists of a wide valley containing the Ambler lowlands and the Shungnak River. Wetlands are prevalent throughout much of the Ambler lowlands. Most of the wetlands within the area occur within tundra vegetation communities composed primarily of ericaceous shrubs, such as bog blueberry shrubs (Vaccinium uliginosum and V. vitis-ideae) and graminoids, such as cottongrass (Eriophorum vaginatum) and sedges (Carex bigelowii and C. aquatilis). Spruce forests (Picea glauca and P. mariana) and shrub birch communities (Betula nana and B. glandulosa) make up most of the upland communities.

 

In 2015, Trilogy Metals engaged DOWL to perform additional wetlands mapping and generate two preliminary wetlands determinations for a 5,910-acre study area (DOWL, 2016). The study area included the entire Subarctic Creek drainage and the majority of the areas that could be directly impacted by the proposed Arctic open pit and mine facilities. The broad study area comprises 715 acres of potentially jurisdictional wetlands, 40 acres of Waters of the United States and 5,155 acres of non-jurisdictional uplands. According to DOWL (2016), the field work was performed in accordance with Part IV of the Corps of Engineers 1987 Wetlands Delineation Manual and the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Alaska Region (Version 2.0, 2007). Wetlands were classified and grouped according to the Class Level and system guidelines outlined in Classification of Wetlands and Deepwater Habitats of the United States (1979). The functional rating of potentially jurisdictional areas was determined using the criteria outlined in the 2009 Alaska Regulatory Guidance Letter, ID No. 09-10, the Cowardin Class, and observed hydrology. Ten ecological attributes were examined to subsequently rank wetland habitats as having low, moderate, or high functional ecological services. Riverine habitats (rivers and streams) perform vastly different functions compared to wetlands. Accordingly, riverine systems were evaluated based on the presence or absence of 17 functions according to the criteria outlined in the U.S. Department of the Interior Bureau of Land Management, Technical Report 1737-15, Riparian Area Management: A User Guide to Assessing Proper Functioning Condition and the Supporting Science for Lotic Areas.

 

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Additional wetlands delineation work was done by DOWL in 2016, 2018 and 2019 to provide wetlands delineation of the entire proposed project footprint including access roads, camps, stockpiles, mining, and waste storage facilities.

 

20.1.4Aquatic Life Data

 

Tetra Tech performed aquatic life studies in 2010 in the area between the Bornite and Arctic airstrips, and along the Arctic deposit road in Subarctic Creek. The purpose of this study was to characterize the aquatic life within the Shungnak River and select tributaries. Opportunistic observations were also collected in the Kogoluktuk River. Fish and macroinvertebrate data were collected from July 8 to 14, 2010.

 

In 2016 Trilogy Metals engaged Alaska Department of Fish and Game (ADFG) to complete aquatic studies as an extension of the work done by consultants in prior years. ADFG has performed aquatic surveys onsite from 2016-2019. ADFG performed water quality sampling, periphyton sampling, fish tissue sampling, and aquatic invertebrate and fish surveys (minnow traps) at five sites in the Shungnak River drainage and one site on upper Riley Creek, a tributary of the Kogoluktuk River. In addition, they completed fish surveys using fyke nets at lower Ruby Creek and lower Subarctic Creek.

 

Some of ADFG’s results show that Subarctic Creek, which drains the Arctic deposit area contained some of the lowest background concentrations of zinc and copper, as well as the lowest total dissolved solids (TDS), but the broadest range of TDS values, compared to other drainages (Bradley, 2017). Upper Subarctic Creek had the highest number of aquatic invertebrates but also had the lowest species richness with a total of 11 taxa identified. Lower Subarctic Creek had a significantly lower average number of aquatic invertebrates but more diversity than upper Subarctic Creek.

 

ADFG retained a number of fish for element analysis. They noted that the same species were not captured at every location, making direct comparisons between sample sites difficult. Additionally, sample sizes were low at some locations. However, results provide a good start for a baseline data set regarding metals concentrations in fish. Bradley (2017) concluded that despite being isolated from the Kobuk River by a large waterfall preventing migrations by anadromous fish, the Shungnak River drainage supports self-sustaining populations of Arctic grayling, Dolly Varden, round whitefish and slimy sculpin. Upper Subarctic Creek was unique as the fish catches were dominated by Dolly Varden, and the catchment contained the highest density of aquatic insects. According to Bradley (2017) it is likely the Dolly Varden move into the upper reaches of Subarctic Creek to feed on the abundant aquatic insects.

 

20.1.5Hydrogeology Data

 

In total, from all programs over the last 10+ years, hydrogeological data is available from:

 

·39 boreholes; 15 in the area of the proposed open pit and 24 in the valley bottom area;

 

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·Hydrogeologic testing data from 50 packer-based hydraulic tests; 11 slug tests; two pumping tests in valley bottom, each with an observation well; three injection tests in planned open pit area, one of six hours duration and two greater than 24 hours, each with monitoring at nearby vibrating wire piezometers (VWPs); 122 particle size distributions from test pits in valley floor;

 

·Water level data from 24 VWPs in pit area; 12 water level dataloggers in valley bottom;

 

·Dedicated ground temperature cables at six locations in valley floor; temperature from all VWP sensors, including those in the planned open pit area;

 

·22 monitoring wells and two pumping wells in valley bottom; three standpipe piezometers in proposed pit area;

 

·Groundwater quality data from eleven monitoring wells, collected quarterly to once per year, depending on access and location. Most wells are within the Subarctic Creek valley bottom, upgradient, within and down gradient of the mine footprint.

 

Data were compiled into conceptual models for the planned valley bottom WRF and water management areas, as well as for the open pit area. Hydraulic head data indicate that groundwater flow is topographically driven, with recharge in the uplands and discharge in the valley bottom. At the large scale, hydrostratigraphic units include overburden, weathered bedrock and competent bedrock.

 

In the valley bottom, overburden, where coarse grained, and weathered bedrock are the primary aquifer units. Flow within competent bedrock is restricted to open fractures and generally has a lower hydraulic conductivity. Flow is in a down-valley direction, with groundwater divides generally aligned with the surrounding ridges.

 

In the planned pit area, the hydrostratigraphy is dominated by competent bedrock, with sub-units including upper and lower fractured rock, talc and geological structures. Talc may represent an aquitard located between the upper and lower fractured rock units. Water levels from the fractured rock units show a downwards gradient across the talc; the talc acts as a confining unit with the potentiometric surface for the lower fractured rock typically above the talc. Geological structures are present and can act as conduits or barriers to flow. There were no structures showing consistent barrier or conduit characteristics over the scale of the proposed pit. Compartmentalization is a possibility.

 

In the valley bottom, WRF and water management structures are designed to reduce release of contact water towards the down gradient receiving environment. Groundwater bypass of these systems could occur, though would be expected to be of low quantity as it would likely occur through the competent bedrock hydrostratigraphic unit. Groundwater moving down the valley can be assumed to largely discharge to Subarctic Creek before the creek enters the Shungnak River valley.

 

20.1.6Cultural Resources Data

 

In 2016, Trilogy Metals engaged consultant WHPacific to perform a cultural resource assessment of the Arctic Project area. WHPacific (2016) noted that all 2,327 acres of the survey area were flown by helicopter at low elevation for observation by the archaeologists. The result of this flyover was the determination that the majority of the Project area had a low probability of containing cultural resources and had very low surface visibility. Of the total Project acreage, 530 acres were traversed on foot. These areas included the lower valley slopes, ridges, flat areas overlooking valleys, and terraces along the waterways. No cultural resources were found in the survey area. As part of their work WHPacific also completed a literature review, archival research and held stakeholder meetings in the communities of Shungnak and Kobuk. The results of that work include reviewing confidential Alaska Heritage Resource Survey Site information. No archaeologic sites have been recorded in the Project area (WHPacific, 2016). Late 20th century mining exploration is in evidence in the Project area as seen by roads, abandoned equipment, and the airfield (outside of the direct survey area). These are of an age that is on the cusp of being considered historical period resources (50 years or older) according to the National Historic Preservation Act. These resources are not unique within northern Alaska or for 20th century mining materials.

 

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Local community members communicated that the region was not one that was used by local residents in the past due to its lack of resources and passages to areas north, west, and east, where other resources and trading opportunities existed.

 

WHPacific (2016) recommended no further cultural resources work and that Project work associated with the proposed Arctic pit, facilities, tailings, and access road corridor project should proceed as planned. However, small additional areas were added to the survey, such as road corridors and material sites to provide complete archaeological coverage for all areas of planned development.

 

Additional cultural resource work was performed by Kuna Engineering in 2018 and 2019. This work included a literature review and field investigations of the remaining areas potentially impacted by the project footprint including camps, access roads and material sites. No cultural resources were found.

 

20.1.7Subsistence Data

 

Access to the Arctic Project area includes travel over private lands owned by NANA Regional Corporation. Trilogy Metals acknowledges the importance of subsistence to local residents, and as a result, a Subsistence Committee comprised of locally-appointed residents from five potentially-affected communities in the region has been formed to review and discuss subsistence issues related to the Project and to develop future compliance plans. Representatives from NANA and Trilogy Metals facilitate the meetings and report a summary of the discussions and recommendations provided by the Subsistence Committee to the Oversight Committee, as defined by the NANA Agreement. The Subsistence Committee meets twice annually and discusses development plans and potential subsistence issues.

 

A formal subsistence survey has not been performed in the immediate vicinity; however, Trilogy Metals has established a “Wildlife Log” to document potential subsistence resources, species diversity and human/wildlife encounters. In 2012, Stephen R. Braund & Associates completed a subsistence data-gap memo under contract to the Alaska Department of Transportation and Public Facilities as part of the baseline studies associated with the proposed road to the Ambler Mining District. The purpose of this analysis was to identify what subsistence research had been conducted for the potentially affected communities, determine if subsistence uses and use areas overlap with or may be affected by the access road project, and identify what, if any, additional information (i.e., data gaps) needed to be collected to accurately assess potential effects to subsistence (Braund 2012). Among other topics, the report outlined historic subsistence uses including maps and a literature review, and provided a synopsis, by village, including those villages closest to the Arctic Project, and suggested further study.

 

An ADFG report titled, “Wild Food Harvests in 3 Upper Kobuk River Communities: Ambler, Shungnak, and Kobuk 2012-2013” (ADFG 2015) provides a comprehensive analysis of subsistence food sources and their usage by the three Upper Kobuk villages. The report detailed the ethnographic history, contemporary usage, common species harvest methods, and abundance.

 

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Previous sampling efforts established the presence of various salmon species, northern pike and sheefish in the lower Kogoluktuk River. Sampling efforts in the Shungnak River have established the presence of northern pike. The presences of fish are good indicators of the possibility of subsistence use of these rivers, but boat access is limited due to waterfalls and rapids. In comparison, the Kobuk River, a wide and easily navigable river on which the communities of the region exist, supports the bulk of subsistence fishing.

 

Determining the presence and distribution of caribou is complex because of seasonal and annual variability in migration patterns. The ADFG and National Parks Service employ a radio collar monitoring program as well as aerial photography to estimate herd size and migration patterns. The ADFG also estimates mortality rates for cows, calves, and bulls, as well as other biomonitors for health such as body fat and predator populations.

 

The Northwest Arctic Borough (NWAB), through its Title 9 Conditional Use permit, regulates the Project with respect to caribou interactions to assure the migration is minimally affected by mining and exploration activities. To this end, Trilogy Metals has communicated with the ADFG wildlife biologists, who monitor caribou herd movements in the spring and fall in proximity to the Arctic Project by using radio-collared caribou. Summary maps of those movements constructed from years of radio collar information indicate three main migration corridors to the west of the Arctic Project area for the Western Arctic caribou herd. The nearest herd is approximately 48 km west of the Arctic Project area.

 

DOWL (2016) performed a large mammal habitat survey in the Project area. Historic maps of caribou migration included in their report show that the Project area is outside of main caribou corridor routes and calving areas, but that data from 1988-2007 suggested that the area may be used for wintering habitat.

 

20.1.8Endangered Species, Migratory Birds, and Bald and Golden Eagle protection

 

In 2016, Trilogy Metals engaged WHPacific, through subcontractor ABR, Inc., to perform aerial surveys of nesting raptors in the Project area, including the Bornite area located some 24 km southwest of the Arctic Project area. ABR (2017) identified a total of 26 nests, of which 18 were in the Bornite area and eight were in the Arctic Project area. Fifteen of the totals were occupied in the initial occupancy survey; nine were occupied by rough-legged hawks, with three peregrine falcon nests and three raven nests. In the later productivity survey ABR observed that only one rough-legged hawk nest had a (single) nestling, one peregrine falcon nest had two young and an unhatched egg, and two raven nests had young (not counted).

 

In 2017, Trilogy Metals engaged WHPacific to review requirements that would be necessary to comply with the Endangered Species Act, the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act. WHPacific (2017) concluded that there are no endangered species or critical habitat in the Project area. Further they reported that nine avian species of conservation concern are expected to occur or could potentially be affected by activities in the Project area. They provided the timing guidelines for vegetation clearing that are meant to protect these species during nesting activities and advised that if impacts to migratory species are unavoidable for the project that the US Fish and Wildlife Service (USFW) must be consulted. They also recommended that Trilogy Metals request a project review from USFW when the Project is closer to initiation.

 

20.1.9Metal Leaching / Acid Base Accounting Data (ML/ABA)

 

Sampling efforts were used to characterize the acid generation potential of the mine waste for the Arctic Project. In 1998, Robertson   collected 60 representative core samples from the deposit for their acid base accounting (ABA) characteristics; these samples provided a broad assessment of ARD potential at the Arctic deposit with a focus on characterization for surface development. In 2010, SRK collected 148 samples and prepared a preliminary analysis of the ML/ARD potential of waste rock at the Arctic deposit (SRK 2011). The SRK report focused on characterization for underground development rather than an open pit scenario; however, it did provide a more refined analysis of ARD potential based on advances that have been made in understanding the importance of sulfide mineralogy in assessing ARD. The criteria used for classifying ARD potential also differed slightly from the Robertson era work.

 

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Trilogy Metals retained SRK to provide on-going ML/ARD characterization services for the Arctic Project. Activities in 2016 through 2018 focused on three objectives: 1) on-going monitoring of on-site barrel tests (kinetics), 2) on-going monitoring of parallel laboratory humidity cell tests (kinetics), and 3) expansion of the ABA database (statics). Barrel test leachate samples were routinely collected during 2016 through 2018 and analyzed by ARS Aleut Analytical. Humidity cell tests, initiated in 2015, were monitored on a weekly basis by Maxxam Analytics of Burnaby, British Columbia. Trilogy Metals and SRK selected 1,119 samples to be analyzed for a conventional static ABA package with a trace element scan using the same methods as the exploration database. Samples were analyzed by Global ARD Testing Services of Burnaby, British Columbia.

 

Activities in 2019 focused on expanding the kinetic testing program to characterize the metal leaching potential of the range of geochemical compositions present in each of the main waste rock units. New kinetic tests were initiated and monitoring of the kinetic tests initiated in 2015 also continued, with all tests operating at Maxxam Analytics of Burnaby, British Columbia. Barrel test leachates were sampled routinely in 2019 and also analyzed by Maxxam Analytics, to maintain consistency in detection limits between laboratory and field kinetic tests. All kinetic testwork is on-going (field and laboratory tests).

 

20.2Permitting

 

20.2.1Exploration Permits

 

Trilogy Metals performs mineral exploration at the Arctic deposit under State of Alaska and NWAB permits.

 

Trilogy Metals is presently operating under a State of Alaska Miscellaneous Land Use Permit (APMA permit) that expires at 2022 year-end. Cumulative surface disturbance for exploration activities on the Arctic Project remains less than 5 acres (excluding historic disturbance that includes roads and camp disturbances) and therefore there are currently no State requirements for reclamation bonding for the Arctic Project.

 

Trilogy Metals reports that the NWAB Title 9 Conditional Use Permit authorizing exploration and bulk fuel storage, use of airstrips, operation of a landfill and gravel extraction expires on December 31, 2022. No bonding is required for the borough permits.

 

Trilogy Metals obtained several other permits for camp-support operations. These permits include a drinking water permit, a domestic wastewater discharge permit, camp establishment permits, and construction and operation of a Class III Camp Municipal Landfill, all of which are issued by the Alaska Department of Environmental Conservation (ADEC). Temporary water-use authorizations were issued by the ADNR, a Title 16 Fish Habitat permit, and a wildlife hazing permit were issued by the ADFG.

 

20.2.2Major Mine Permits

 

The following discussion identifies the major permits and approvals that will likely be required for development of the Arctic deposit.

 

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Permits would be required from Federal, State, and Regional agencies, including: the US Army Corps of Engineers (USACE), ADEC, ADFG, ADNR, and the NWAB. The State of Alaska permit for exploration on the project, the Annual Hardrock Exploration Activity (AHEA) Permit, is obtained and renewed every five years through the ADNR – Division of Mining, Land and Water.

 

The types of major mine permits required by this project are largely driven by the underlying land ownership; regulatory authorities vary depending on land ownership. The Arctic Project area includes patented mining claims (private land under separate ownership by Trilogy Metals and NANA), State of Alaska land, and NANA land (private land). The mine pit would situated mostly on patented land while the mill, TMF and WRF would be largely on State land. Other facilities, such as the camp, would be on NANA land. Federal land would likely underlie portions of an access road between the Dalton Highway and the Arctic Project area. However, permits associated with such an access road are being investigated in a separate action by the State of Alaska and are not addressed in this report. A list of likely major mine permits is included in Table 20-1.

 

Because the Arctic Project is situated to a large extent on State land, it will likely be necessary to obtain a Plan of Operation Approval (which includes the Reclamation Plan) from the ADNR. The Project will also require certificates to construct and then operate a dam(s) (tailings and water storage) from the ADNR (Dam Safety Unit) as well as water use authorizations, an upland mining lease and a mill site lease, as well as several minor permits including those that authorize access to construction material sites from ADNR.

 

The ADEC would authorize waste management under an integrated waste management permit, air emissions during construction and then operations under an air permit, and require an Alaska Pollution Discharge Elimination System (APDES) permit for any wastewater discharges to surface waters, and a Multi-Sector General Permit for stormwater discharges. The ADEC would also be required to review the USACE Section 404 permit to certify that it complies with Section 401 of the Clean Water Act (CWA).

 

The ADFG would have to authorize any culverts or bridges that are required to cross fish-bearing streams or other impacts to fish-bearing streams that result in the loss of fish habitat.

 

The USACE would require a CWA Section 404 permit for dredging and filling activities in Waters of the United States, including jurisdictional wetlands.

 

The USACE Section 404 permitting action would require the USACE to comply with National Environmental Policy Act (NEPA   ) and, for a project of this magnitude, the development of an Environmental Impact Statement (EIS) is anticipated. The USACE would likely be the lead federal agency for the NEPA process. The NEPA process will require an assessment of direct, indirect and cumulative impacts of the Arctic Project and the identification of project alternatives, and include consultation and coordination with additional federal agencies, such as the US Fish and Wildlife Service (if endangered or threatened species are present) and National Marine Fisheries Service (if essential fish habitat is present), and with the State Historic Preservation Office and Tribal Governments under Section 106 of the Historical and Cultural Resources Protection Act.

 

As part of the Section 404 permitting process, the Arctic Project will have to meet USACE wetlands guidelines to avoid, minimize and mitigate impacts to wetlands. The USACE will likely require Trilogy Metals to develop a compensatory wetlands mitigation plan for mitigating unavoidable wetlands impacts.

 

The Arctic Project will also have to obtain approval for a Master Plan from the NWAB. In addition, actions will have to be taken to change the borough zoning for the Arctic Project area from Subsistence Conservation and General Conservation to Resource Development.

 

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The overall timeline required for permitting would be largely driven by the time required for the NEPA process, which is triggered by the submission of the 404 permit application to the USACE. The timeline includes the development and publication of a draft and final EIS and ends with a Record of Decision (ROD), and 404-permit issuance. In Alaska, the EIS and other State and Federal permitting processes are generally coordinated so that permitting and environmental review occurs in parallel. The NEPA process could require between two to three years to complete, and could potentially take longer.

 

Table 20-1 Major Mine Permits Required for the Arctic Project

 

Agency Authorization
State of Alaska
ADNR Plan of Operations Approval (including Reclamation Plan)
Upland Mining Lease
Mill Site Lease
Reclamation Bond
Certificate of Approval to Construct a Dam
Certificate of Approval to Operate a Dam
Water Rights Permit to Appropriate Water
ADFG Title 16 Permits for Fish Passage (authorize stream crossings)
ADEC APDES Water Discharge Permit
Alaska Multi-Sector General Permit (MSGP) for Stormwater
Stormwater Discharge Pollution Prevention Plan (part of MSGP)
Section 401 Water Quality Certification of the CWA Section 404 Permit
Integrated Waste Management Permit
Air Quality Control – Construction Permit
Air Quality Control – Title V Operating Permit
Reclamation Bond
Federal Government
EPA Spill Prevention, Control, and Countermeasure (SPCC) Plan (fuel transport and storage)
USACE CWA Section 404 Dredge and Fill Permit
NWAB
NWAB Master Plan Approval and rezoning lands from Subsistence Conservation to Resource Extraction

 

Note: “Major” permits generally define critical permitting path. Additional “minor” permits are also required.

 

20.3Social or Community Considerations

 

The Arctic Project is located approximately 40 km northeast of the native villages of Shungnak and Kobuk, and 64 km east-northeast of the native village of Ambler. The population in these villages range from 151 in Kobuk (2010 Census) to 262 in Shungnak (2010 Census). Residents live a largely subsistence lifestyle with incomes supplemented by trapping, guiding, local development projects, government aid and other work in, and outside of, the villages.

 

The Arctic Project has the potential to significantly improve work opportunities for village residents. Trilogy Metals is working directly with the villages to employ residents in the ongoing exploration program as mechanics, geotechnicians, core cutters, administrative staff, heavy equipment operators, drill operators, drill helpers, and environmental technicians. Trilogy Metals and NANA have established a Workforce Development Committee, described below, to assist with developing a local workforce. In addition, Trilogy Metals has existing contracts with native-affiliated companies (such as NANA Management Services and KUNA Engineering Inc.) that are providing camp catering and environmental services for the project, respectively.

 

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In October 2011, NovaCopper (now Trilogy Metals) signed a cooperative agreement with NANA. In addition to consolidating landholdings in the Ambler Mining District, the agreement has language establishing shareholder hiring preferences and preferential use of NANA-affiliated consultants and contractors. Furthermore, the agreement formalized the Subsistence Committee to protect subsistence and the Iñupiaq way of life and an Oversight Committee, with equal representation from Trilogy Metals and NANA, to regularly review project plans and activities. The Workforce Development Committee also addresses current and future employment needs on the project through the development of training and educational programs that build skill sets for local residents interested in exploration and mining careers. The agreement also includes a scholarship funded annually by Trilogy Metals that promotes education for youth in the region. Trilogy Metals generally meets at least once during the summer months, with the residents of Kobuk, Shungnak and Ambler, the three villages closest to the Project area. Trilogy Metals also generally meets annually with several other NANA region villages including, Kotzebue, Kiana, Selawik and Noorvik, for updating residents on project plans and fielding their questions and concerns. This agreement with NANA has been assigned to Ambler Metals.

 

In general terms, rural Alaska residents are often concerned about potential mining impacts to wildlife and fish for those projects within their traditional use areas. Trilogy Metals acknowledged these concerns and is taking substantive steps to address them during the current exploration stage of the Project.

 

Local community concerns will also be formally recognized during the development of the project EIS. Early in the EIS process, the lead federal permitting agency will hold scoping meetings in rural villages to hear and record the concerns of the local communities so that the more significant of these concerns can be addressed during the development of the EIS. In addition, the lead federal agency would have government-to-government consultations with the Tribal Councils in each of the villages, as part of the EIS process, to discuss the project and hear Council concerns.

 

Characterizing the level of support or opposition to the Arctic Project would be speculative at this time. A poll conducted by Dittman Research for the 2011 NANA Shareholder opinion survey asked if Shareholders supported or opposed road projects on NANA land to assist in economic and potential mineral development. Eighty three percent supported the concept while 15% opposed. Surveys of this sort show a broad support for infrastructure and of mineral development indirectly in the region if regional interests are met. Regional engagement by Trilogy Metals has also encountered a strong desire for the economic benefits that come with mining projects.

 

20.4Mine Reclamation and Closure  

 

Mine reclamation and closure considerations are largely driven by State regulations (11 AAC 86.150, 11 AAC 97.100-910, and 18 AAC 70) and statutes (AS 27.19) that specify that a mine must be reclaimed concurrent with mining operations to the greatest extent possible and then closed in a way that leaves the site stable in terms of erosion and avoids degradation of water quality from acid rock drainage or metal leaching on the site. A detailed reclamation plan will be submitted to the State agencies for review and approval in the future, during the formal mine permitting process. The approval process for the plan varies somewhat depending on the land status for any particular mine. Owing to the fact that the Arctic Project is likely to have facilities on a combination of private (patented mining claims and native land) and State land, it is likely that the reclamation plan will be submitted and approved as part of the plan of operations, which is approved by the ADNR. However, since the reclamation plan must meet regulations of both ADNR and the ADEC, both agencies will review and approve the Reclamation Plan. In addition, private land owners must formally concur with the portion of the reclamation plan for their lands so that it is compatible with their intended post-mining land use.

 

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20.4.1Reclamation and Closure Plan

 

A final reclamation plan for the Arctic Project will be developed as part of the formal mine permitting process in the future. A preliminary plan was developed by SRK for the 2020 FS.

 

20.4.1.1Closure Objectives and Closure Criteria

 

The overall closure objective is to establish stable chemical and physical conditions that protect the environment and human health. To the extent practicable, rehabilitation efforts will endeavor to return the site to a condition which generally conforms with the surrounding terrain. The site will be monitored and maintained post-closure in order to demonstrably meet these conditions.

 

The following general closure objectives were considered:

 

·Demolish and remove all construction, camp and industrial facilities and reclamation of affected footprints.

 

·Achieve long-term slope stability of the pit, WRF, and TMF.

 

·Meet water quality criteria for all mine water and seeps prior to discharge to the environment.

 

·Prevent intrusion and migration of tailings porewater and water from the pit into the regional groundwater.

 

·Prevent and limit to the greatest extent practical, contact of humans and wildlife with the mine waste (waste rock and tailings).

 

·Establish adequate vegetation density to ensure erosion protection of the soil slopes.

 

·Re-establish vegetation on areas returned to normal land use.

 

20.4.1.2Closure Activities

 

Closure activities will be undertaken at the end of mine life to bring the mine facilities in a state consistent with the stated closure objectives and compliant with the regulations for closure and abandonment. Major activities planned for the various mine components and facilities are detailed as follows. The closure plan will be conducted in two phases. Phase One will include reclamation of the majority of the site, while Phase Two will include closure of the TMF. Figure 20-2 and Figure 20-3 illustrate the closure phase.

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Figure 20-2 Phase One Closure (SRK, 2020)

 

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Figure 20-3 Phase Two Closure (SRK, 2020)

 

20.4.1.2.1   Open Pit Workings

 

It is expected that the pit wall will be geotechnically stable in the long-term, and therefore no in-pit work is required at closure. The pit perimeter straddles a steep mountainous ridgeline, installation of typical preventative safety measures such as fencing, or warning berms are not practical to install. Clear signage will be installed to warn of existing dangers, such as highwall presence and falling rock in areas which could potentially be accessed by the public.

 

Once operations are completed, the water in the pit will be allowed to rise and a pit lake will form. Seepage water from consolidation of the tailings, infiltration of the tailings cover, and seepage from the WRF will report to the open pit for seasonal treatment. Sludge generated from water treatment will be returned to the pit for long term storage until capacity has been met, then sludge will be transferred to a repository constructed on the eastern half of the consolidated TMF. The pit capacity will be finite, with approximately 25 years’ worth of sludge storage capacity available before impacting the treatment reservoir (the pit) capacity. The TMF sludge repository has capacity in excess of 75-years’ worth of storage.

 

The pit lake will not be allowed to overflow and the elevation will be carefully monitored to provide storage of the freshet volume and probable maximum precipitation event. Further hydrological and geotechnical studies are required to determine the maximum elevation which water could be stored in the pit to prevent seepage through bedrock and into the environment. A conservative approach assumes that the maximum pit lake elevation will be maintained 40 m below the top of competent bedrock surface. An emergency spillway will be constructed as a matter of best practice.

 

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20.4.1.2.2   Waste Rock Facility and Tailings Management Facility

 

It is anticipated that the WRF will be PAG after closure and into the foreseeable future. The face of the WRF will be regraded at closure for long-term stability at an overall slope of approximately 3H:1V. Efforts will be made to create a convex shape on the WRF face, which is the predominant shape of natural slopes in mature landscapes in the area. This shape together with installation of intermittent diversion berms on the face of the WRF slope will reduce riling and erosion from uncontrolled runoff. The diversion berms on the WRF face will divert water to the perimeter. There, geosynthetic lined and armored perimeter channels will be installed at the interface of the existing ground and the WRF. The lined channels will limit infiltration of collected runoff both from the WRF surface and upstream run-on. Thus, limiting the volume of seepage reporting to the WRCP which requires treatment. Upon completion of grading, all surface areas of the WRF will be covered with approximately 830 mm of overburden and 170 mm of growth media, for a full cover thickness of approximately one meter. A cover infiltration study should be conducted prior to final closure to determine the optimum cover thickness to reduce infiltration rates while maintaining long-term survival of vegetation.

 

At completion of mining, approximately 3.25 Mm³ of water will be stored in the TMF. Over the course of 15 years, post closure, water will be removed from the TMF, treated, and discharged to the environment. Tailings consolidation is expected to continue for up to 100+ years but, the majority of the consolidation is expected to occur in the first 15–20 years post closure. Once substantial consolidation has occurred, Phase Two of reclamation will commence, and waste and drain rock will be placed on the exposed tailings.

 

Waste rock will be relocated to the western half of the tailings surface to provide positive drainage towards the western diversion channel. Upon completion of grading and placement of waste rock, the western half of the TMF will be covered with 830 mm of overburden and 170 mm of growth media, for a full cover thickness of approximately one meter.

 

The eastern half of the TMF will serve as a future sludge repository once capacity in the pit has been exhausted. An engineered drainage layer will be placed on top of the tailings in the eastern half the TMF. The drainage layer will collect seepage from the western TMF, consolidation tailings water, and precipitation falling on to the eastern half of the TMF. An underdrain and control structure will remove collected water and convey it through a pipe adjacent to the spillway, ultimately to the pit for treatment. The pipe will collect seepage water and attenuate larger storm events, eliminating the need to line the spillway to the pit to limit infiltration of impacted water. An engineered spillway will be installed at the completion of mining. The spillway is designed to safely convey the probable maximum flood event from the TMF to the pit, both during Phase one and Phase Two closure.

 

Material for covering the WRF and TMF will be relocated from the overburden and topsoil stockpiles. Once all material has been relocated, the footprints will be reclaimed, and sedimentation pond will be graded and revegetated.

 

All disturbed areas will be seeded with native species of grasses and shrubs to re-establish vegetation. Efforts to work with the Alaska Plants Material Center should be taken to maximize the potential for sustainable regrowth. The elevation, climate and latitude will likely limit the early growth success and trials should be conducted throughout the LOM to determine the best management practices for revegetation and stabilization.

 

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20.4.1.2.3   Buildings and Equipment

 

The WTP and a modified power generation plant will be left in place, together with all appurtenant facilities and utilities. All other steel frame buildings including the mill, the truck shop, and the conveyors will be demolished selectively by removing the roof and siding and then dismantling the steel frames and trusses. Resulting debris will be disposed of in approved landfill that will be located on the WRF. Concrete walls, pillars, and beams will be demolished to the ground and concrete foundations will be covered in place. Controlled blasting may be used to help with the demolition. All sumps and cavities will be backfilled to ground level. The rock fill pads underlying all buildings and equipment will be re-graded to prevent permanent ponding.

 

Non-hazardous and hazardous waste will be segregated. Hazardous waste will be placed in suitable containers and hauled to a licensed disposal facility, while non-hazardous waste will be placed in the landfill.

 

Any unwanted mobile or stationary equipment will be stripped of electronics and batteries, drained of all fluids (fuels, lubricants, coolants), decontaminated by power washing, and placed in the landfill for final disposal.

 

20.4.1.2.4   Mine Infrastructure

 

Mine support infrastructure will consist of internal access roads, haul roads, and rock fill pads underlying the site buildings and facilities.

 

All bridges and culverts associated with the haul roads and internal access roads will be removed and natural drainage will be restored. Swales will be created where needed, to allow continued use of the roads into post-closure water treatment, monitoring, and maintenance. Roads that are not needed in post-closure will be ripped and re-vegetated.

 

The surface of the rockfill pads underlying some of the buildings and facilities on site will be re-graded and/or crowned as necessary to prevent ponding of water. The pads will be scarified and re-vegetated. Additional overburden up to 300 mm may be applied, as needed, to promote revegetation.

 

The site access road will be maintained as long as water treatment is occurring on site.

 

20.4.1.2.5   Landfill

 

An unlined non-hazardous landfill will be located in the WRF. Demolition waste and other non-hazardous waste will be placed in the landfill and consolidated to minimize the occupied volume. The waste will then be covered with at least 1 m of waste rock. The final surface will then be graded to prevent permanent ponding and will be covered similarly to the rest of the WRF cover.

 

20.4.1.2.6   Water Management System

 

The water management system consisting of the pit lake, the WRCP, the tailings reclaim water pond, diversion channels, and various pipelines will be largely decommissioned. The dams and the sediment ponds will be breached, regraded and re-vegetated. New diversion channels along the perimeter of the WRF will be created to manage surface runoff on and around the TMF and the WRF, as well as intake and discharge pipelines between the pit and the WRCP. Runoff from the WRF is expected to meet water quality standards and will be discharged to the environment. Seepage from the WRF will report to the WRCP and be pumped to the pit for treatment. As the pit fills naturally, water levels will be managed by treating and discharging treated water for the long-term.

 

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The WRCP will collect seepage from the WRF in perpetuity. The expected seepage volume reporting to the WRCP is approximately 1400 m³ per day. The pond has a capacity of approximately eight months of storage. Prior to closure for the winter, the WRCP will be pumped dry, to provide storage capacity for spring freshet, and minimal seepage flows reporting to the pond in the winter. Water treatment is expected to occur between May 15 and October 31 during the open water season. Should the water flow to the WRCP exceed capacity, excess seepage will be pumped to the pit for future treatment.

 

20.4.1.2.7   Water Treatment Plants

 

20.4.1.2.7.1       Overview and HDS WTP

 

During closure, contact water will be treated in two treatment systems: the HDS WTP constructed during operations (see Section 18.9) will treat excess water from the pit and the SeWTP will treat dewatering water from the TMF as well as a portion of the treated effluent from the HDS WTP, as the HDS WTP is unlikely to remove appreciable amounts of selenium. The SeWTP is currently projected to commence treatment in the final year of operation of the process plant.

 

Long-term water treatment at the HDS WTP will be required, possibly in perpetuity. Water treatment at the SeWTP will cease once the TMF is dewatered (by approximately year 15 of closure).

 

Both plants will operate during the open water season from May through October. The effluent from both treatment plants will be combined and discharged via a 12 km pipeline to the Shungnak River.

 

Some modifications to the HDS WTP will be required at closure due to the change in estimated influent quality between operations and closure (see Section 18.8.4). Lime demand and solids generation will increase at closure, necessitating changes to the lime system, flocculant system, blowers, underflow pumps, flush water, and dilution water pumps. It is assumed that no changes are required to the reactors or clarifier and affiliated equipment (e.g., agitators, rake). The ferric chloride dosing system can be decommissioned at closure, as influent will have sufficient iron for coagulation/co-precipitation of anionic metals. At closure, the HDS WTP sludge will be disposed of at the pit via a new pipeline, rather than sent to the tailings pump box at the mill, which is assumed to be decommissioned at closure. The pit will have capacity for approximately 20 years of sludge storage, after which a filter press system will be added to the HDS WTP and sludge will be disposed of as filter cake within the TMF.

 

The HDS WTP will operate and dispose of sludge in perpetuity.

 

SRK recommends that the water and load balance should be updated as the project design is advanced, during operations, and as the site approaches closure in order to refine the understanding of the volumes and quality of effluents from the pit and TMF to be treated at closure, and to refine the water treatment design and closure cost estimates.

 

20.4.1.2.7.2          Selenium Water Treatment Plant

 

The SeWTP design will include the following unit operations and processes:

 

·Stream concentration:

 

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oPretreatment (strainer & ultra-filtration (UF)): filtrate from the UF system will be directed to reverse osmosis, while reject bypasses downstream copper precipitation.

 

oReverse Osmosis (RO) membrane filtration – filtrate from the RO will bypass all downstream processes and is sent to the plant discharge tank while concentrate (brine) will be conveyed to copper precipitation.

 

·Copper precipitation:

 

oCaustic and ferric sulphate will be added to precipitate copper at pH 7.0 to 7.5.

 

·Solids separation:

 

oHigh-rate, chemically-enhanced, ballasted flocculation-type clarification (Veolia Actiflo) – underflow will be directed to solids thickening and dewatering, supernatant will be directed to downstream pH adjustment.

 

·pH adjustment:

 

opH will be adjusted as needed using sulfuric acid to achieve the operating conditions required for biological treatment.

 

·Heating will be conducted as required to enhance downstream biological treatment; expected to be used primarily in initial start-up.

 

·Biological treatment will be undertaken using moving bed biofilm reactors (MBBR’s):

 

oFirst step – mbbr nitrogen reduction (targeting nitrate/nitrite/ammonia).

 

oSecond step – two-stage mbbr selenium reduction.

 

·Solids separation:

 

oHigh-rate, chemically-enhanced, ballasted flocculation-type clarification (Veolia Actiflo): underflow will be directed to solids thickening and dewatering, supernatant will be directed to downstream reoxidation.

 

·MBBR re-oxidation and carbon uptake:

 

oExcess carbon will be consumed, and compressed air will be injected to increase dissolved oxygen concentration.

 

·Treated effluent will be sent to discharge.

 

·Solids management:

 

oRecovered solids will be thickened, dewatered, and removed for storage.

 

oMetal precipitates from the copper precipitation stage will be deposited in:

 

-The TMF during operations

 

-The pit during closure

 

oBiological treatment solids (which contain selenium) will be deposited in lined cells with a leak detection and collection system.

 

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Figure 20-4 Selenium Water Treatment Plant Process (Integrated Sustainability, 2020)

 

20.4.1.2.7.8          Post-Closure

 

Continued presence at site will be required in the post-closure period for as long as water treatment is necessary. This will require maintaining road access, a seasonal camp, and the water discharge pipeline to Shungnak River. Generators and mobile equipment will also be required for the WTP operations as well as sampling and monitoring activities.

 

In the short-term (up to 10 years following closure) monitoring to confirm that the closure objectives are met will be based on the following requirements:

 

·The site should be visually inspected by a qualified Professional Engineer annually for three consecutive years and less frequently thereafter for up to 10 years to ensure that erosion-prone areas have stabilized.

 

·The soil covers over the WRF and the TMF should be regularly inspected by a qualified inspector to ensure the physical integrity of the cover is maintained. Inspection intervals should be by-annually for the first 10 years after construction.

 

·The site should be inspected by a vegetation specialist to confirm suitability of the revegetation efforts. Inspections should be completed at the following intervals, unless otherwise recommended by the vegetation expert: Year 1, Year 3, Year 7 and Year 10 post-closure.

 

In the long-term, continuous water quality monitoring will be implemented at sampling frequencies prescribed by future discharge permits.

 

Maintenance will be performed on areas that monitoring identifies as needing repairs. Water treatment in perpetuity will likely require a well-defined set of discharge quality criteria to be determined at the later stages of permitting and design.

 

20.4.1.3Closure Cost Estimate

 

20.4.1.3.1General

 

The estimated closure cost of is based on unit rates used by SRK on other closure projects in cold environments. The indirect costs were included as percentages of the estimated direct costs based on guidelines for Alaska (DOWL 2015).

 

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Long-term water treatment and maintenance of certain water management facilities were calculated separately, and an NPV value is provided for the first 100 years, at a discount rate of 4.3%.

 

Reclamation and closure costs were estimated to be $158.2 million, in undiscounted 2020 US dollars. Annual (undiscounted) costs associated with long-term operations of the HDS WTP are estimated to be $5.1 million. A summary of estimated costs is provided in Table 20-2. Costs for the Selenium eater treatment plant are captured separately in Section 20.4.1.3.2.

 

  Table 20-2 Summary of Closure and Reclamation Costs

 

Cost Items  Subtotals
Closure
Costs (USD, M)
 
DIRECT CLOSURE COSTS
WRF  $8.9 
Selenium Sludge Management Facility  $0.6 
Yards and Laydown Areas  $0.1 
Buildings and Equipment  $3.3 
TMF Spillway (Phase 1)  $3.9 
Surface Water Management (Phase 1)  $6.1 
Sediment Traps and Stockpiles  $0.1 
Roads and Diversion Channel Regrade  $0.2 
Hazardous Waste and Solid Waste Disposal  $0.6 
Camp and Turn-around Costs  $1.9 
Subtotal Direct Closure Cost  $25.8 
INDIRECT CLOSURE COSTS
Contingency (20%)  $5.1 
Engineering Redesign (3%)  $0.8 
Contract Administration (7%)  $1.8 
Performance Bond (3%)  $0.8 
Liability Insurance (0.5%)  $0.1 
Subtotal Indirect Closure Cost  $8.6 
Total Closure Cost  $34.4 
POST-CLOSURE COSTS (100 years)     
Water Quality Sampling  $6.9 
Annual Reporting  $2.5 
Post-closure Monitoring and Inspections  $10.2 
Vegetation and Cover Maintenance  $3.6 
Water Treatment Plant Capital Cost Estimate  $28.6 
Discharge Pipeline Replacement and Maint.  $26.6 
Water Treatment Operating Costs  $314.1 
Camp and Road Maint.  $17.5 
Mobile Equipment and Operating  $11.6 
TMF Reclamation (yr 16)  $24.4 
Sludge Repository Construction (yr 17)  $9.6 
Sludge Management Crew and Camp Support  $4.2 
Filter Press and Sludge Handling  $53.0 
Subtotal Post-Closure Costs (undiscounted)  $512.7 
Post-closure Costs NPV(4.3% discount rate)  $123.8 
Discounted General Closure Cost  $158.2 

 

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20.4.1.3.2Selenium Water Treatment Plant

 

Closure costs associated with the SeWTP were estimated by taking those annual operating costs occurring post closure and discounting these back to the end of the processing plant’s life, in a similar manner to what was undertaken for other closure costs. These costs were estimated as $4.5 million in the first year of operation and $4.3 million per year for the following 15 years, giving a discounted amount of $47.2 million to be incurred at the end of the process plant’s working life. The same 4.3% discount rate has been used as for the general costs.

 

Note that as there is a possibility that the SeWTP will be required to operate during the final year of production, the capital costs associated with the plant, and the operating cost of the first year of operation are captured as sustaining capital and operating costs respectively (and not as closure costs).

 

The SeWTP will operate for at least 16 years or until the selenium load from the TMF can be discharged to the Shungnak River without treatment.

 

20.4.1.4Reclamation and Closure Financial Assurance

 

In the absence of activities on Federal Land in the mine area and excluding the access road to the district from the Dalton Highway, there would not be any financial assurance requirements from the Federal government for the mine.

 

There are three State of Alaska agencies that require financial assurance in conjunction with approval and issuance of large mine permits.

 

The ADNR, under authority of Alaska Statute 27.19, requires a reclamation plan be submitted prior to mine development and requires financial assurance, typically prior to construction, to assure reclamation of the site. The ADNR Dam Safety Unit also requires a financial assurance sufficient to cover the cost of decommissioning dams or the cost for long term maintenance and monitoring of dams that will remain in-place. The ADEC requires financial assurance both during and after operations, and to cover short and long-term water treatment if necessary, as well as reclamation costs, monitoring, and maintenance needs. The State requires that the financial assurance amount also include the property holding costs for a one-year period.

 

The final financial assurance amount will be calculated through the process of reviewing and approving the Arctic Project reclamation plan during the formal permitting process. In general, the approach is to combine the reclamation costs, post-closure monitoring costs and the long-term annual water treatment costs into a financial amount that includes deriving the NPV of the long-term costs and combining that with the reclamation cost. The costs assume that a third-party contractor will perform and manage the project. The estimate required for bonding is likely to be similar to the estimate provided above. Until actual Owner operating costs are known, the internal closure liability noted in Table 20-2 cannot readily be reduced.

 

Ambler Metals may satisfy the State financial assurance requirement by providing any of the following: (1) a surety bond, (2) a letter of credit, (3) a certificate of deposit, (4) a corporate guarantee that meets the financial tests set in regulation by the ADNR commissioner, (5) payments and deposits into the trust fund established in AS 37.14.800, or (6) for the dam- or ADEC-related obligation - any other form of financial assurance that meets the financial test or other conditions set in regulation by the ADNR or ADEC commissioners.

 

The adequacy of the reclamation plan, and the amount of the financial assurance, are reviewed by the State agencies at a minimum of every five years and must be updated whenever there is a significant change to the mine plan of operations, or other costs that could affect the reclamation plan costs.

 

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21Capital and Operating Costs

 

21.1Capital Costs

 

21.1.1Introduction

 

The objective of the 2020 FS was to develop a capital cost estimate with an accuracy of ±15% in accordance with the Association for the Advancement of Cost Engineering (AACE) Class 3 estimate guidelines. This includes the cost to complete the design, procurement, construction and commissioning, of all the facilities.

 

This estimate collectively presents the entire costs for the project.

 

The physical facilities and utilities for the Arctic Project include but are not limited to the following areas:

 

·Ausenco:

 

oProcess plant

 

oSurface infrastructure and ancillaries

 

oOff plant roads (by DOWL)

 

oExisting airstrip upgrade (DOWL).

 

·Trilogy Metals:

 

oOwners’ costs

 

·SRK:

 

oTMF

 

oWaste rock facility

 

oHDS WTP

 

oSite water management.

 

·Integrated Sustainability:

 

oSeWTP

 

·Wood:

 

oMine pre-stripping

 

oConstruction of mine roads

 

oEmulsion plant and explosives magazine

 

oMining equipment fleet.

 

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21.1.2Project Execution

 

The estimate was based on the traditional engineering, procurement and construction management (EPCM) approach where the EPCM contractor will oversee the delivery of the completed project from detailed engineering and procurement to handover of working facility. The EPCM contractor would engage and coordinate several subcontractors to complete all work within the given scopes. Typical vertical and/or horizontal contract packages were identified and aligned with different pricing models such as, but not limited to:

 

·Schedule of rates (unit price)

 

oThis contract pricing model is based on estimated quantities of items included in the scope and their unit prices. The final contract price is dependent on the quantities needed to complete the work under the contract.

 

·Time and materials

 

oTime and materials (T&M) fixes rates for labour and material expenditures, with the contractor paid on the basis of actual labour hours (time), usually at specified hourly rates, actual cost of materials and equipment usage, and an agreed upon fixed add-on to cover the contractor’s overheads and profit.

 

·Design and construct

 

oWith this option one entity will provide design and construction services for an awarded scope of work. A higher degree of price certainty can be achieved when a lump sum arrangement is used; this method also provides a single point of accountability and an improved integration of the design with construction.

 

21.1.3Work Breakdown Structure

 

The estimate was arranged by major area, area, major facility, and facility. Each sub-area was further broken down into disciplines such as earthworks, concrete etc. Each discipline line item was defined into resources such as labour, materials, equipment, etc., so that each line consisted all the elements required to complete each task.

 

The work breakdown structure (WBS) was developed in sufficient detail to provide the required level of confidence and accuracy and also to provide the basis for further development as the project moves into execution phase.

 

21.1.4Estimate Summary

 

The estimate was derived from a number of fundamental assumptions as shown on the process flow diagrams (PFDs), drawings, scope definition and WBS. It included all associated infrastructure as defined within the scope of works.

 

The capital cost estimate was summarized at the levels indicated in Table 22-1 and Table 22-2, is stated in United States dollars (US$) with a base date of 4th quarter 2019 and with no provision for forward escalation.

 

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  Table 21-1 Estimate Summary Level 1 Major Facility

 

Cost Type Description US$M
Direct Mine 280.1
Crushing 28.3
Process 116.6
Tailings 69.0
On-Site Infrastructure 109.3
Off-Site Infrastructure 53.7
Direct Subtotal 656.9
Indirect Indirects 130.7
Contingency 94.5
Owners Costs 23.4
Indirect Total 248.7
Project Total 905.6

 

  Table 21-2 Initial Estimate by Major Discipline

 

Description  US$M 
Earthworks   20.3 
Concrete   35.2 
Structural Steel   10.7 
Architectural   57.7 
Platework   5.1 
Mechanical Equipment   76.3 
Mobile Equipment   6.4 
Piping   42.1 
Electrical Equipment   43.2 
Electrical Bulks   12.4 
Instrumentation   2.9 
Third Party Estimates (Wood, SRK, Dowl)   344.6 
Subtotal Direct Costs   648.1 
Field Indirects   55.4 
Spares & First Fills   9.1 
EPCM   66.2 
Contingency   94.5 
Owners Costs   23.4 
Indirect Costs   248.7 
Project Total   905.6 

 

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21.1.5Definition

 

21.1.5.1Definition of Costs

 

The estimate was distributed into a direct and indirect initial capital cost estimate.

 

Initial capital included all costs anticipated to be incurred during the pre-production period.

 

Sustaining capital was the capital cost associated with the periodic addition of new plant, equipment or services that will be required to maintain production and operations at their operating levels.

 

Direct costs were those costs that pertained to the permanent equipment, materials and labour associated with the physical construction of the process facility, infrastructure, utilities, buildings, etc. Contractor’s indirect costs were contained within each discipline’s all-in rates.

 

Indirect costs include all costs associated with implementation of the plant and incurred by the Owner, engineer or consultants in project design, procurement, construction, and commissioning.

 

21.1.5.2General Methodology

 

The estimate was developed based on a mix of detailed material take-offs and factored quantities and costs, detailed unit costs supported by contractor bids and budgetary quotations for major equipment supply.

 

The structure of the estimate was a build-up of the direct and indirect cost of the current quantities; this included the installation/construction hours, unit labour rates and contractor distributable costs, bulk and miscellaneous material and equipment costs, any subcontractor costs, freight and growth costs.

 

The methodology applied and source data used to develop the estimate included:

 

·Define the scope of work.

 

·Quantify the work in accordance with standard commodities.

 

·Organize the estimate structure in accordance with an agreed WBS.

 

·Calculate “all in” labour rates for construction work.

 

·Determine the purchase cost of equipment and bulk materials.

 

·Determine the installation cost for equipment and bulks.

 

·Establish requirements for freight.

 

·Determine the costs to carry out detailed engineering design and project management.

 

·Determine foreign exchange content and exchange rates.

 

·Determine growth allowances for each estimate line item.

 

·Determine the estimate contingency value by probabilistic method.

 

·Undertake internal peer review, finalize the estimate, estimate basis and obtain sign off by the Project Manager and Qualified Professional.

 

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21.1.5.3Exchange Rates

 

The exchange rates in Table 21-3 were used to develop the capital cost estimate for the 2020 FS.

 

  Table 21-3 Estimate Exchange Rates

 

Exchange Rate  US$ 
AUD 1.46   1 
EUR 0.90   1 
CAD 1.32   1 
GBP 0.78   1 

 

Notes:        AUD = Australian Dollar, EUR = Euro, CAD = Canadian Dollar, GBP = Great British Pound

 

21.1.5.4Market Availability

 

The pricing and delivery information for quoted equipment, material and services was provided by suppliers based on the market conditions and expectations applicable at the time of developing the estimate.

 

The market conditions are susceptible to the impact of demand and availability at the time of purchase and could result in variations in the supply conditions. The estimate in this Report was based on information provided by suppliers and assumes there are no problems associated with the supply and availability of equipment and services during the execution phase.

 

21.1.6Road Construction

 

The total estimate for the main site access road is $15.0M. The access road includes approximately 8 km of road between the Bornite camp and the Arctic intersection. The estimate included the access road design and construction package, stream crossings and drainage structures, road surfacing, project delivery costs, and contingency.

 

21.1.7Basis of Mining Capital Cost Estimate

 

21.1.7.1General Mining Costs

 

The scope of the mining capital costs included estimated mine operating costs, capital costs, and sustaining capital costs within an Excel based cost model using first principles build-up.

 

The scope of the mining capital cost estimate included:

 

·The purchase of mining fleet, maintenance, and mine support equipment.

 

·Miscellaneous equipment.

 

·Emulsion plant construction.

 

·Haul roads construction.

 

·Mine operating cost during pre-production periods.

 

Estimates for mining equipment were based on mining fleet equipment schedules and equipment pricing provided by vendors for supply, delivery, assembly, and testing. Estimates for miscellaneous equipment were based on Wood’s internal database.

 

The emulsion plant capital cost was provided by the explosive supplier.

 

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Haul road construction was estimated by Wood in accordance with the Class 3 Estimate criteria. Materials takeoffs (MTOs) for roads were estimated using a 3D software modelling program.

 

Mine operating costs were based on mining quantities, local rates for major consumable costs, equipment operation costs based on supplier quotes, and labor costs based on a detailed staffing plan and local rates. Fuel consumption, like other consumables, were estimated from vendor-supplied data for each type of equipment and equipment utilization factors. Mining quantities were derived from mine-phased planning to achieve the planned production rates.

 

21.1.7.2Pit Slope Stability Costs

 

A pore pressure monitoring system and mitigation plan was developed to manage elevated pore pressures in areas of the pit that do not drain naturally as mining advances, and active depressurization may be required. The system includes vertical wells, horizontal drains and associated monitoring systems as described in Section 16.7.2.

 

21.1.8Mining

 

21.1.8.1General

 

Total mine initial capital costs are estimated at US$265.4 M (Table 21-4). The initial capital costs total to US$265.4 M, including US$141.1 M in preproduction operating costs for a two year preproduction period, US$96.5 M in initial capital expenditures for mobile equipment, US$6.2 M in initial equipment spares, US$5.6M for the emulsion plant, and US$16.5M for haul roads construction. Equipment purchase payments were scheduled in the period before the equipment is required.

 

  Table 21-4 Mine Capital Costs

 

Cost Area  US$ millions 
Pre-Production Mining   141.1 
Engineering and Management   6.2 
Drilling   7.3 
Blasting   5.7 
Loading   17.2 
Hauling   49.2 
Support   16.5 
Maintenance   5.5 
Haul Roads Construction   16.5 
Total Initial Capital   265.4 

 

Notes:

 

1.Figures may not sum due to rounding.

 

2.Sustaining capital associated with general mining costs ($12.7 m) are captured in Table 21-5.

 

3.Contingency associated with general mining costs ($35.5 m) are included in the total shown in Table 21-1.

 

4.Total includes $6.2 million of general mining indirect costs.

 

21.1.8.2Pit Slope Stability

 

Pore pressure management system initial capital costs are estimated at $1.6 M to achieve pore pressure reduction needs required for adequate pit wall stability.

 

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21.1.8.3Mine Infrastructure

 

Mine infrastructure costs of $19.2 M have been carried for the mine infrastructure area, comprising the mine fuel storage and dispensing systems, service road to the area, and other miscellaneous mining related infrastructure.

 

21.1.9Process Plant

 

The capital cost estimate for the process plant included provision for all mechanical and electrical equipment, as well as quantities for bulks such as earthworks, concrete, steel, piping, electrical and instrumentation.

 

21.1.10Tailings Management Facility

 

The capital cost estimate for the TMF included provision for constructing the initial starter dam of the TMF to an elevation of 830 m, which is sufficient to store the first year of tailings production. The TMF would be constructed using waste rock material for the adjacent WRF and compacted in 1 m lifts. As the rock is already being delivered to the WRF, no allowance was provided for spreading and compacting the material as it is assumed that the dozers already on the WRF will handle that activity and the 1m lifts would be track packed by haul truck traffic.

 

An allowance as made for excavating the overburden encountered beneath the starter dam footprint and portions of the WRF. This material will be stockpiled and used in reclamation activities at the end of mine life. Costs were estimated for the general foundation preparation within the footprint of the tailings impoundment in advance of the liner placement. Supply and installation of the geotextile and LLDPE geomembrane was only considered in the capital cost estimate for placement up to the starter dam elevation of 830m.

 

The storage capacity of the TMF will be increased through three additional raises of the dam in years 1, 4 and 7 to an ultimate elevation of 890 m. Sustaining capital has been estimated for each of these raises to accommodate construction of access roads around the TMF, placement of underliner material and installation of geosynthetics.

 

21.1.11HDS Water Treatment Plant

 

Costs for major equipment items were based on vendor budgetary quotations solicited specifically for the project feasibility study. Costs for other equipment were scaled from recent (Q4 2019) vendor budgetary quotations.

 

A factor-based methodology was used to estimate the total capital investment for the HDS WTP. The factors used to convert the delivered equipment costs to total fixed capital investment are based on estimating norms established using experience from past projects. The cost estimate includes a 1,600 m2 heated building. A 20% contingency was applied to the capital cost estimate.

 

21.1.12Sustaining Capital and Closure Costs

 

Sustaining capital costs include expenditure related to additions to the truck mining fleet, to replace equipment beyond its manufacturer’s recommended service life, processing plant equipment, onsite infrastructure (largely comprising the cost of the SeWTP towards the end of the mine life) and miscellaneous indirect costs. In addition, sustaining costs are carried for the three TMF dam raises. However, costs associated with placement and compaction of the material for dam raises, being achieved through building up of the WRF, are captured as mining operating costs.

 

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Table 21-5 summarizes the sustaining capital and closure costs. Further details related to the closure cost total are provided in Section 20.4.1.3.

 

Table 21-5          Sustaining Capital and Closure Costs

 

   Sustaining Capital (US$M) 
Mining   15.3 
Process   1.3 
Tailings   25.1 
Onsite Infrastructure   50.4 
Indirects   13.8 
Contingency   8.0 
Total Sustaining Capital   113.8 
    Closure Cost (US$M) 
Closure Costs   205.4 

 

21.2Operating Cost Estimate

 

21.2.1Operating Cost Summary

 

An average operating cost was estimated for the Arctic Project based on the proposed mining schedule. These costs included, mining, processing, G&A, surface services, and road toll costs. The average LOM operating cost for the Arctic Project is estimated to be $50.65/t milled.

 

The processing plant throughput is designed to operate at approximately 10,000 t/d, or 3,650,000 t/a. The proposed mining schedule ramps up in Year 1 and ramps down in Year 12 resulting in a LOM average of approximately 3,620,000 t processed per year. Total throughput is estimated to be 43,443,000 t over the 12-year LOM. The breakdown of costs in Table 21-6 is based on the average LOM annual mill feed rate.

 

Table 21-6         Overall Operating Cost Estimate

 

Description  LOM Average Unit
Operating Cost
($/ t milled)
   Percentage of Total
Annual Operating Costs
 
Mining*   18.48    36%
Processing   18.31    36%
G&A   5.15    10%
Surface Operations   0.68    1%
Road Toll and Maintenance   8.04    16%
Total Operating Cost   50.65    100%

*Excludes pre-production costs.

 

21.2.2Mining Operating Cost Estimate

 

Mining operating costs average $2.76/primary tonne mined including stockpile rehandling. Excluding the preproduction period, the average mining cost is $2.89/t. Total tonnes moved includes 0.31 Mt of stockpile rehandle and 341.8 Mt of primary production. During PP -2 and PP-1, the mining costs below average due to the short hauls and high mining rates. In Year 1, mining costs increase as the haul cycles increase with the deepening of the Phase 1 and Phase 2 laybacks and the mining of the upper zones of Phase 3. Mining costs then decrease in Year 2 as a new exit from the pit is used, decreasing the haulage distances. There is a steady increase in the following four years as Phase 1, 2 and 3 start deepening. A decrease in mining costs occurs in Year 6 caused by the completion of Phase 1 mining and the use of a new exit closer to the crusher. After Year 7, only Phase 3 is mined and the cost increases with the deepening of the final pit phase and a reduction in total tonnes mined. Table 21-7 shows the projected mining operating costs per period.

 

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Table 21-7             Life of Mine Mining Cost

  

    Mining Cost   Primary Production    Total Mined1 
Period   $US (000's) (kt)    US$/t    (kt)    US$/t 
PP -2   61.2    28,200    2.17    28,200    2.17 
PP -1   79.9    36,148    2.21    36,148    2.21 
Year 1   95.6    36,425    2.63    36,740    2.60 
Year 2   81.2    34,211    2.37    34,211    2.37 
Year 3   84.4    31,633    2.67    31,633    2.67 
Year 4   74.1    27,223    2.72    27,223    2.72 
Year 5   73.3    26,465    2.77    26,465    2.77 
Year 6   66.7    25,615    2.60    25,615    2.60 
Year 7   70.0    23,750    2.95    23,750    2.95 
Year 8   67.6    20,581    3.28    20,581    3.28 
Year 9   59.2    17,236    3.43    17,236    3.43 
Year 10   52.9    15,572    3.39    15,572    3.39 
Year 11   45.2    11,714    3.86    11,714    3.86 
Year 12   32.6    6,981    4.67    6,981    4.67 
Total   944.0    341,754    2.76    342,068    2.76 
Note:Figures may not sum due to rounding.

 

1.Total Material Mined includes low-grade stockpile rehandle.

 

2.Pre-production operating costs are capitalized and included in the initial capital costs.

 

21.2.3Processing Operating Cost Estimate

 

The LOM average process operating cost is $18.31/t milled. This estimated unit cost was based on the designed 10,000 t/d throughput rate. Table 21-8 summarizes the processing operating cost estimates.

 

Table 21-8           Summary of Processing Operating Cost Estimates

 

Description  Annual Operating Costs
($M)
   Annual Operating Costs
($/t milled)
 
Plant Operations Labour   9.63    2.64 
Plant Maintenance Labour   11.44    3.13 
Power Supply (Mill and Tailings)   29.86    8.18 
Processing Consumables   12.47    3.42 
Maintenance Supplies   3.13    0.86 
Light Vehicles & Mobile Equipment   0.29    0.08 
Total (Processing)   66.82    18.31 

 

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Plant operations labour costs were estimated to be $2.64/t milled and plant maintenance labour costs is estimated to be $3.13/t milled. The estimated labour force for plant operations and plant maintenance was estimated at 71 and 82 people respectively. Annual salaries and wages were supplied by Trilogy Metals. The estimate was based on providing a labour force to support continuous operations at 24 hr/d, 365 d/a.

 

The power supply cost of $8.18/t milled was based on an average use of 126,008 MWh per year and an energy price of $0.237/kWh for electric power generated on site.

 

Processing consumables costs included primary crushing liners and screens, grinding media, reagents, and other plant consumables. Consumable rates were estimated based on obtained quotes from suppliers. All costs included freight charges to site.

 

Annual maintenance supplies costs were estimated as a percentage of major capital equipment costs plus an allowance for freight charges.

 

21.2.4General and Administrative and Surface Services Cost Estimates

 

The LOM average G&A costs were estimated to be $5.15/t milled. These estimated costs were developed with Trilogy Metals and Ausenco and include:

 

·Labour cost for the 60 administrative staff (30 hourly, and 30 salaried), with approximately 42 of these administrative staff onsite at any given time. These numbers included the 16 personnel (15 hourly and 1 salaried) surface operations crew.

 

·Service cost for safety, training, medical and first aid expenditure, computer supplies and software, human resources services, and entertainment/membership.

 

·Asset operations costs including operating vehicles, and warehouse costs.

 

·Contract services expenditures, including insurance, consulting, relocation expenses, recruitment, auditing and legal services.

 

·Camp costs and personnel transport.

 

·Operation and maintenance of the airport.

 

·Other costs, including liaisons to local communities, sustainability costs, and an allowance for regional taxes and licenses.

 

Table 21-9 shows a summary of the G&A cost estimates.

 

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Table 21-9           G&A Cost Estimates

 

Cost Description  Annual Costs
($ M)
   Average Unit LOM
Cost
($/t)
 
Labour Costs – Salaried Staff   4.4    1.19 
Labour Costs – Hourly Staff   4.0    1.14 
Airport Operation   0.1    0.04 
General Office Expense   0.1    0.03 
Medical and First Aid   0.1    0.03 
Environment   0.2    0.04 
Travel   0.1    0.03 
Training and Safety   0.2    0.04 
Computer Supplies Including Software   0.1    0.03 
Entertainment/Membership   0.05    0.01 
Vehicles   0.3    0.07 
Warehouse   0.2    0.05 
Communications   0.4    0.11 
Insurance   2.0    0.55 
Consulting/External Assays   0.05    0.01 
Relocation Expense   0.02    0.01 
Recruitment   0.02    0.01 
Audit   0.1    0.03 
Legal Services   0.05    0.01 
Rotational Travel and Camp   6.1    1.67 
Liaison Committee/Sustainability   0.1    0.03 
Other   0.1    0.03 
Total (G&A)   18.8    5.15 

 

The surface operations costs are estimated to be $0.68/t milled. These costs include:

 

·Asset operations including heating, site services for general maintenance, general road maintenance, and ground transportation.

 

·Operation (labour, reagents, power) and maintenance costs for the HDS WTP (annual maintenance costs were estimated as 5% of the capital cost) during plant operation, and those for the SeWTP in the final year of production. Operating costs for these two water treatment plant post-closure are captured under closure costs.

 

·Other expenses including road dust suppression.

 

Table 21-10 shows the surface services cost estimates.

 

Table 21-10        Surface Services Cost Estimates

 

Cost Description  Annual Costs ($ M)   Average Unit LOM Cost ($/t) 
Surface Equipment   0.4    0.10 
Water Treatment   2.0    0.55 
Other   0.1    0.03 
Total (Surface Services)  $2.5    0.68 

 

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21.2.5Road Toll Cost Estimate

 

Trilogy Metals will pay road toll costs to use the AMDIAP that is proposed to be built by AIDEA. AIDEA anticipates that there will be multiple users of the access road for multiple purposes with significantly different levels of use. These variables make it difficult to accurately project, at this time, what the estimated road toll will be for the Arctic Project. Trilogy Metals provided Ausenco with the company’s view of the likely costs.

 

There is currently no developed surface access to the Arctic Project area and beyond. Access to the Arctic Project is proposed to be via AMDIAP, a road approximately 340 km (211 miles) long, extending west from the Dalton Highway where it would connect with the proposed Arctic Project area. The final terminal for the road has not yet been determined. Although the construction costs of the road are not yet final, an estimate of approximately $449 million less funding by Ambler Metals of $35 million has been used in the 2020 FS. Trilogy has been in discussions with AIDEA , and AIDEA have been investigating alternatives to reduce the cost to construct the AMDIAP, the final cost of the road could be lower or higher. The working assumption of the 2020 FS was that AIDEA would arrange financing in the form of a public-private partnership to construct and arrange for the construction and maintenance of the access road. AIDEA would charge a toll to multiple mining and industrial users (including the Arctic Project) in order to pay back the costs of financing the AMDIAP. This model is very similar to what AIDEA undertook when the DeLong Mountain Transportation System (also known as the Red Dog Mine Road and Port facilities) were constructed in the 1980s. The amount paid in tolls by any user would be affected by the cost of the road, its financing structure, and the number of mines and other users of the road which could also include commercial transportation of materials and consumer items that would use the AMDIAP to ship concentrates to the Port of Anchorage in Alaska and possibly provide goods and commercial materials to villages in the region.

 

For the purposes of the 2020 FS, Trilogy Metals reviewed AMDIAP development costs presented to the AIDEA board in December 2019. Although the final toll payments will be negotiated with AIDEA and the public-private partnership owners of the access road sometime in the future, Trilogy has assumed that a toll would be paid based on the Arctic Project being one of four potential projects identified by AIDEA to use the road. Based on all these factors, the FS assumes Arctic is paying $20 million each year for its 12-year mine life. In addition, a road maintenance fee of $2.52/t milled processed has been assumed. The toll payments are assumed in the 2020 FS to commence in Year 1 of production.

 

The toll payments equate to a LOM unit cost of $5.52/t milled, resulting in a total road toll and maintenance LOM unit cost of $8.04/t milled.

 

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Date: September 2020
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22Economic Analysis

 

22.1Forward-Looking Information Cautionary Statements

 

The results of the economic analyses discussed in this section represent forward-looking information as defined under Canadian securities law. The results depend on inputs that are subject to several known and unknown risks, uncertainties, and other factors that may cause actual results to differ materially from those presented herein. Information that is forward-looking includes the following:

 

·Proven and Probable Mineral Reserves that have been modified from Measured and Indicated Mineral Resource estimates.

 

·Assumed commodity prices and exchange rates.

 

·Proposed mine and process production plan.

 

·Projected mining and process recovery rates.

 

·Ability to market the three types of concentrate on favourable terms.

 

·Ability to control the levels of deleterious elements expected in some of the concentrate batches.

 

·Sustaining costs and proposed operating costs.

 

·Assumptions as to closure costs and closure requirements, including WTP requirements.

 

·Assumptions as to development of the AMDIAP, timeframe of such development, and assumed toll charges.

 

·Assumptions as to ability to permit the project.

 

·Assumptions about environmental, permitting, and social risks.

 

Additional risks to the forward-looking information include:

 

·Changes to costs of production from what is assumed.

 

·Unrecognised environmental risks.

 

·Unanticipated reclamation expenses.

 

·Unexpected variations in quantity of mineralization, grade or recovery rates.

 

·Geotechnical or hydrogeological considerations during operations being different from what was assumed.

 

·Failure of mining methods to operate as anticipated.

 

·Failure of plant, equipment or processes to operate as anticipated.

 

·Changes to assumptions as to the generation of electrical power, and the power rates used in the operating cost estimates and financial analysis.

 

·Ability to maintain the social licence to operate.

 

·Accidents, labour disputes and other risks of the mining industry.

 

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Date: September 2020
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·Changes to interest rates.

 

·Changes to tax rates.

 

·Changes to applicable laws.

 

·Receipt of all required permits.

 

22.2Methodology

 

·An economic model was developed to estimate annual pre-tax and post-tax cash flows and sensitivities of the project based on a 8% discount rate.

 

·Calendar years used in the economic analysis are provided for conceptual purposes only. Permits still must be obtained in support of operations; and approval to proceed is still required from Trilogy Metal’s  Board of Directors.

 

22.3Inputs to the Cash Flow Model

 

The Project will consist of a three-year pre-production construction period, followed by 12 years of production. The NPV and IRR were calculated at the beginning of the construction period in Year -3. All currency is in US dollars (US$) unless otherwise stated.

 

The cost and revenue estimates were assembled using real dollars, treating Year-3 as the base year. No escalation was applied to any of the estimates beyond this date.

 

The long-term consensus metal price assumptions were included in Section 19.1.

 

The LOM material tonnages and payable metal production used in the cash flow model are included in Table 22-1.

 

Table 22-1        Mine and Payable Metal Production for the Arctic Mine

 

Description  Units   Value 
Total Tonnes Mined  ktonnes    342,068 
Mill Feed  ktonnes    43,443 
Concentrate         
Cu Concentrate  ktonnes    2,892 
Zn Concentrate  ktonnes    2,077 
Pb Concentrate  ktonnes    339 
Payable Metal         
Payable Cu  '000'lb    1,864,427 
Payable Zn  '000'lb    2,304,277 
Payable Pb  '000'lb    388,406 
Payable Au  '000'oz    386 
Payable Ag  '000'oz    40,586 

 

22.4Basis of Pre-Tax Financial Evaluation

 

The pre-tax financial model incorporated the production schedule and smelter term assumptions to produce annual recovered payable metal, or gross revenue, in each concentrate stream by year. Off-site costs, including the applicable refining and treatment costs, penalties, concentrate transportation charges, and marketing and representation fees, and royalties were then deducted from gross revenue to determine the NSR. Further details of the smelter terms used to calculate the recovered metal value and off-site operating costs can be found in Section 19. Royalties are discussed in Section 4.

 

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Date: September 2020
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The operating cash flow was produced by deducting annual mining, processing, G&A, surface services, and road toll charges from the NSR.

 

Initial and sustaining capital was deducted from the operating cash flow in the years they occur, to determine the net cash flow before taxes.

 

Initial capital cost included all estimated expenditures in the construction period, from Year -3 to Year -1 inclusive. First production would occur at the beginning of Year 1. Sustaining capital expenditure includes all capital expenditures purchased after first production, including mine closure and rehabilitation.

 

Under the NANA Agreement, NANA has the right, following a construction decision, to elect to purchase a 16% to 25% direct interest in the Arctic Project or, alternatively, to receive a 15% Net Proceeds Royalty (refer to Section 4). This financial analysis was carried out on a 100% ownership basis and does not include any future potential impact on the Project interest if NANA elects to purchase an interest of between 16% and 25% in the Arctic Project under the NANA Agreement or, alternatively, the impact on the Project interest if the 15% net proceeds royalty becomes applicable. The financial analysis does include the 1.0% NSR to be granted to NANA under the NANA Agreement in exchange for a surface use agreement.

 

The financial analysis was carried out on a 100% ownership basis, of which Trilogy’s share is 50%.

 

22.5Pre-Tax Financial Results

 

A summary of the pre-tax financial results is provided in Table 22-2. The presentation is on a 100% Project basis. Trilogy Metals holds a 50% interest in Ambler Metals.

 

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Date: September 2020
 Page 22-3

 

 

 

 

Table 22-2          Summary of Pre-Tax Financial Results

 

Description  Unit   LOM Value 
Recovered Metal Value        
Copper   US$ million    5,593.3 
Lead   US$ million    388.4 
Zinc   US$ million    2,534.7 
Gold   US$ million    501.8 
Silver   US$ million    730.6 
Total Recovered Metal Value   US$ million    9,748.7 
Off-Site Operating Costs          
Royalties, Refining and Treatment Charges, Penalties, Insurance, Marketing and Representation & Concentrate Transportation   US$ million    2,555.5 
On-Site Operating Costs          
Mining   US$/t milled    18.48 
Processing   US$/t milled    18.31 
G&A   US$/t milled    5.15 
Surface Service   US$/t milled    0.68 
Road Toll   US$/t milled    8.04 
Total Operating Cost   US$/t milled    50.65 
Total Operating Cost   US$ million    2,200.5 
Capital Expenditure          
Initial Capital   US$ million    905.6 
Sustaining Capital   US$ million    113.8 
Mine Closure & Reclamation   US$ million    205.4 
Total Capital Expenditure   US$ million    1,224.7 
Financial Summary          
Pre-tax Undiscounted Cash Flow   US$ million    3,768.0 
Pre-Tax NPV at 8%   US$ million    1,550.9 
Cash Costs, Net of By-product Credits   $US/lb Cu payable    0.32 
All-in Cost, Net of By-product Credits   $US/lb Cu payable    0.98 
Pre-Tax IRR   %    30.8 
Pre-Tax Payback Period   years    2.4 

 

22.6Post-Tax Financial Analysis

 

The following tax regimes were incorporated in the post-tax analysis as provided by EY: US Federal Income Tax, Alaska State Income Tax (AST), and Alaska Mining License Tax (AMLT). Taxes were calculated based on currently enacted United States and State of Alaska tax laws and regulations, including the US Federal enactment of the Tax Cuts & Jobs Act (TCJA) on December 22, 2017 and the Coronavirus Aid, Relief and Economic Security Act (CARES Act) on March 27, 2020.

 

The Alaska Production Royalty tax of 3% is not applicable to the Project as the Project’s claims are all federal mining patented claims.

 

22.6.1US Federal Tax

 

For tax years beginning on or after January 01, 2018, the US Federal income tax corporate rate is 21% of taxable income, as opposed to a 35% rate which was applicable to prior tax years. Taxable income is calculated as revenues less allowable costs. In addition to other allowable costs, Alaska State Income Tax, AMLT, tax depreciation and the greater of the cost depletion or percentage depletion can be deducted. Cost depletion is the ratable recovery of cost basis as units are produced and sold. IRC §613(a) governs percentage depletion and provides that the deduction for depletion shall be a statutorily prescribed percentage of the taxpayer’s gross income from the mineral property during the taxable year. Such allowance shall not exceed 50% of the taxpayer’s taxable income from the property that is mining related. Relevant statutorily prescribed percentages are 15% for gold, silver and copper, and 22% for lead and zinc. As a result of the TCJA, losses incurred for tax years beginning on or after January 01, 2018 are not eligible to be carried back to prior tax years but may be carried forward indefinitely. However, losses generated under the TCJA are only eligible to offset 80% of taxable income in future years.

 

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Date: September 2020
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For the purposes of this Report, as a stand-alone project, it was assumed that the initial adjusted cost base of the depletable and depreciable property was zero and that the initial loss carry-forwards were zero.

 

22.6.2Alaska State Tax

 

Alaska State Taxes (AST) are determined on a basis similar to US federal tax. AST is calculated using a graduated rate table times taxable income with 9.4% being the highest applicable rate, where taxable income is calculated on the same basis as US federal tax (except that State tax is not deductible). The Alaskan AMT statutes are tied to the federal AMT statutes; therefore, the repeal of federal corporate AMT has effectively repealed Alaskan State AMT for tax years beginning on or after January 1, 2018.

 

22.6.3Alaska Mining License Tax

 

The Alaska Mining Licence Tax (AMLT) is an income-based tax imposed on the mining income calculated for AST purposes, before any deduction of AMLT, except the percentage depletion is the lower of 15% of net metal revenues and 50% of net income before depletion. No loss carry-forwards or carry-backs are applied when calculating income subject to AMLT. No AMLT tax is charged for the first 3.5 years following commencement of production. In each year, AMLT can be reduced by up to 50% through the application of “Exploration Incentive Credits” (EICs); however, the credits may not exceed $20m in the aggregate for a mining operation and the credits must be utilized within 15 years. Note the EICs can be utlized against AST as well.

 

For the purposes of this Report, as a stand-alone project evaluated at the project level, it was assumed that the initial EIC balance is zero even though the Trilogy Metals has a history of exploration at the Project. It was also assumed that no EICs would be earned over the life of the Arctic Project.

 

22.6.4Post-Tax Financial Results

 

At the base case metal prices used for the Report, the total estimated taxes payable on the Arctic Project profits are $924.7 million over the 12-year mine life.

 

The post-tax financial results are summarized in Table 22-3. The presentation is on a 100% Project basis. Trilogy Metals holds a 50% interest in Ambler Metals.

 

Table 22-3         Summary of Post-Tax Financial Results

 

Description  Unit  LOM Value 
Financial Summary       
Income Tax  US$ million   924.7 
Post-Tax Undiscounted Cash Flow  US$ million   2,843.4 
Post-tax NPV at 8%  US$ million   1,134.7 
Post-Tax IRR  %   27.1 
Post-Tax Payback Period  years   2.6 

 

22.7Cash Flow

 

The annual production schedule and estimated cash flow forecast for the Arctic Project can be found in Table 22-4. The presentation is on a 100% Project basis. Trilogy Metals holds a 50% interest in Amber Metals.

 

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Date: September 2020
 Page 22-5

 

 

 

 

 

Table 22-4       Pre and Post-Tax Arctic Project Production and Cash Flow Forecast

 

Arctic Project     Units     LOM   Yr
-3
   Yr
-2
   Yr
-1
   Yr
1
   Yr
2
   Yr
3
   Yr
4
   Yr
5
   Yr
6
   Yr
7
   Yr
8
   Yr
9
   Yr
10
   Yr
11
   Yr
12
 
Mine Production                                                                             
Total Tonnes Mined  ktonnes   342,068    -    28,200    36,148    36,740    34,211    31,633    27,223    26,465    25,615    23,750    20,581    17,236    15,572    11,714    6,981 
Mill Feed  ktonnes   43,443    -    -    -    3,478    3,650    3,650    3,650    3,649    3,650    3,650    3,650    3,650    3,650    3,650    3,464 
Cu  %   2.24    -    -    -    2.49    2.15    1.99    2.08    2.10    2.17    2.26    2.28    2.61    2.43    2.30    2.07 
Zn  %   3.12    -    -    -    3.02    2.89    2.82    3.00    3.03    2.82    2.65    3.47    3.90    3.26    3.42    3.21 
Pb  %   0.54    -    -    -    0.50    0.54    0.48    0.50    0.55    0.51    0.44    0.58    0.64    0.54    0.57    0.67 
Au  g/t   0.47    -    -    -    0.40    0.46    0.36    0.39    0.45    0.46    0.45    0.51    0.56    0.55    0.52    0.52 
Ag  g/t   34.69    -    -    -    35.02    32.99    27.86    28.04    29.46    31.82    32.56    37.84    44.49    39.41    37.94    39.10 
Concentrate                                                                               
Cu Concentrate  ktonnes   2,892    -    -    -    256.9    232.9    215.5    225.3    227.4    235.0    244.8    246.9    282.7    263.1    249.1    212.8 
Cu Recovery  %   89.9    -    -    -    89.9    89.9    89.9    89.9    89.9    89.9    89.9    89.9    89.9    89.9    89.9    89.9 
Cu Concentrate Grade  %   30.30    -    -    -    30.30    30.30    30.30    30.30    30.30    30.30    30.30    30.30    30.30    30.30    30.30    30.30 
Cu Payable  %   96.5    -    -    -    96.5    96.5    96.5    96.5    96.5    96.5    96.5    96.5    96.5    96.5    96.5    96.5 
Ag Concentrate Grade  g/t   138    -    -    -    138    138    138    138    138    138    138    138    138    138    138    138 
Ag Payable  %   90.0    -    -    -    90.0    90.0    90.0    90.0    90.0    90.0    90.0    90.0    90.0    90.0    90.0    90.0 
Zn Concentrate  ktonnes   2,077    -    -    -    160.7    161.4    157.5    167.6    169.2    157.5    148.0    193.8    217.9    182.1    191.0    170.2 
Zn Recovery  %   90.60    -    -    -    90.60    90.60    90.60    90.60    90.60    90.60    90.60    90.60    90.60    90.60    90.60    90.60 
Zn Concentrate Grade  %   59.2    -    -    -    59.2    59.2    59.2    59.2    59.2    59.2    59.2    59.2    59.2    59.2    59.2    59.2 
Zn Payable in Concentrate  %   85.0    -    -    -    85.0    85.0    85.0    85.0    85.0    85.0    85.0    85.0    85.0    85.0    85.0    85.0 
Pb Concentrate  ktonnes   339    -    -    -    25.0    28.3    25.2    26.2    28.8    26.7    23.1    30.4    33.6    28.3    29.9    33.3 
Pb Recovery  %   79.0    -    -    -    79.0    79.0    79.0    79.0    79.0    79.0    79.0    79.0    79.0    79.0    79.0    79.0 
Pb Concentrate Grade  %   55.0    -    -    -    55.0    55.0    55.0    55.0    55.0    55.0    55.0    55.0    55.0    55.0    55.0    55.0 
Pb Payable  %   55.0    -    -    -    55.0    55.0    55.0    55.0    55.0    55.0    55.0    55.0    55.0    55.0    55.0    55.0 
Ag Concentrate Grade  g/t   2,806    -    -    -    2,806    2,806    2,806    2,806    2,806    2,806    2,806    2,806    2,806    2,806    2,806    2,806 
Ag Payable  %   95.0    -    -    -    95.0    95.0    95.0    95.0    95.0    95.0    95.0    95.0    95.0    95.0    95.0    95.0 
Au Concentrate Grade  g/t   37.3    -    -    -    37.3    37.3    37.3    37.3    37.3    37.3    37.3    37.3    37.3    37.3    37.3    37.3 
Au Payable  %   95.0    -    -    -    95.0    95.0    95.0    95.0    95.0    95.0    95.0    95.0    95.0    95.0    95.    95.0 

 

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Date: September 2020
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Arctic Project     Units     LOM   Yr
-3
   Yr
-2
   Yr
-1
   Yr
1
   Yr
2
   Yr
3
   Yr
4
   Yr
5
   Yr
6
   Yr
7
   Yr
8
   Yr
9
   Yr
10
   Yr
11
   Yr
12
 
Payable Metal                                                                               
Payable Cu  '000'lb   1,864,427    -    -    -    165,634    150,106    138,917    145,211    146,573    151,503    157,773    159,177    182,217    169,620    160,543    137,152 
Payable Zn  '000'lb   2,304,277    -    -    -    178,327    179,109    174,748    185,916    187,732    174,772    164,222    215,047    241,698    201,999    211,909    188,798 
Payable Pb  '000'lb   388,406    -    -    -    28,635    32,459    28,849    30,053    33,051    30,656    26,446    34,862    38,469    32,452    34,255    38,220 
Payable Au  '000'oz   386    -    -    -    28    32    29    30    33    30    26    35    38    32    34    38 
Payable Ag  '000'oz   40,586    -    -    -    3,167    3,356    3,017    3,146    3,379    3,230    2,954    3,592    4,005    3,477    3,555    3,707 
Contained Metal Value                                                                            
Contained Metal Value  US$ M   9,748.7    -    -    -    815.7    782.1    729.4    765.7    782.8    775.2    767.8    858.7    972.8    868.0    857.2    773.4 
Off-Site Charges                                                                             
Off-Site Charges*  US$ M   2,555.5    -    -    -    211.3    203.5    191.8    201.9    205.5    201.3    198.1    227.7    257.7    227.2    226.8    202.7 
Capital Costs                                                                            
Mining  US$ M   295.2    93.6    91.4    95.1    6.3    0.1    3.6    0.1    0.3    0.1    1.2    1.1    1.1    0.9    -    - 
Crushing  US$ M   28.3    -    9.4    18.8    -    -    -    -    -    -    -    -    -    -    -    - 
Processing  US$ M   117.9    -    58.6    58.0    -    -    0.2    0.2    0.2    0.2    0.2    0.2    0.2    -    -    - 
Tailings  US$ M   95.1    -    30.2    38.8    6.6    -    -    9.0    -    -    9.4    -    -    -    -    - 
On-Site Infrastructure  US$ M   159.7    18.6    53.3    37.4    -    -    -    -    -    -    -    -    -    25.2    25.2    - 
Off-Site Infrastructure  US$ M   53.7    16.7    20.9    16.0    -    -    -    -    -    -    -    -    -    -    -    - 
Indirect Costs  US$ M   144.5    43.7    45.2    41.8    -    -    -    -    -    -    -    -    -    6.8    6.8    - 
Owner's Cost  US$ M   23.4    11.0    6.2    6.2    -    -    -    -    -    -    -    -    -    -    -    - 
Mine Closure  US$ M   205.4    -    -    -    -    -    -    -    -    -    -    -    -    -    -    205.4 
Contingency  US$ M   102.5    16.0    47.1    31.4    -    -    -    -    -    -    -    -    -    4.0    4.0    - 
Total Capital Costs  US$ M   1,224.7    199.6    362.3    343.6    13.1    0.1    3.8    9.4    0.5    0.3    10.8    1.3    1.6    36.9    36.0    205.4 
Operating Costs                                                                            
Mining  US$ M   802.9    -    -    -    95.6    81.2    84.4    74.1    73.3    66.7    70.0    67.6    59.2    52.9    45.2    32.6 
Processing  US$ M   795.3    -    -    -    63.7    66.8    66.8    66.8    66.8    66.8    66.8    66.8    66.8    66.8    66.8    63.4 
Surface Operations  US$ M   29.4    -    -    -    2.0    2.0    2.0    2.0    2.0    2.0    2.0    2.0    2.0    2.0    2.0    6.9 
G&A  US$ M   223.5    -    -    -    17.9    18.8    18.8    18.8    18.8    18.8    18.8    18.8    18.8    18.8    18.8    17.8 
Road Toll & Maintenance  US$ M   349.4    -    -    -    29.5    29.1    29.1    29.1    29.1    29.1    29.1    29.1    29.1    29.1    29.1    28.7 
Total Operating Costs  US$ M   2,200.5    -    -    -    208.7    198.0    201.2    190.9    190.1    183.5    186.8    184.4    176.0    169.6    162.0    149.4 
Undiscounted Pre-Tax Cashflow  US$ M   3,768.0    (199.6)   (362.4)   (343.6)   382.6    380.6    332.7    363.5    386.8    390.0    372.0    445.3    537.5    434.2    432.4    215.9 
Income Tax  US$ M   924.7    -    -    -    14.6    14.4    36.2    75.3    87.6    90.6    88.7    107.1    135.0    115.3    113.7    46.4 
Undiscounted Post-Tax Cashflow  US$ M   2,843.4    (199.6)   (362.4)   (343.6)   368.0    366.3    296.5    288.1    299.2    299.4    283.4    338.3    402.5    319.0    318.8    169.6 

 

 

* Costs include Royalties, Insurance, Marketing and Representation Fees, Refining, Treatment, Penalties, and Concentrate Transport

 

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22.8Sensitivity Analysis

 

Ausenco investigated the sensitivity of the Project’s pre-tax NPV, and IRR to several project variables. The following variables were elected for this analysis:

 

·Copper price

 

·Zinc price

 

·Lead price

 

·Gold price

 

·Silver price

 

·Capital costs

 

·On-site operating costs

 

·Off-site operating costs (royalties, refining and treatment charges, penalties, insurance, marketing and representation fees, and concentrate transportation).

 

Each variable was changed in increments of 10% between -30% to +30% while holding all other variables constant. Figure 22-1 and Figure 22-2 show the results of the pre-tax sensitivity analysis.

 

The metal grade is not presented in these sensitivity graphs because the impacts of changes in the metal grade mirror the impact of changes in metal price. 

 

 

Figure 22-1   Pre-tax NPV Sensitivity Analysis (Ausenco, 2020)

 

As shown in Figure 22-1, the Project’s NPV at an 8% discount rate is most sensitive to changes in copper price, followed by zinc price, off-site operating costs, on-site operating costs, capital costs, silver price, gold price, and lead price.

 

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Figure 22-2   Pre-tax IRR Sensitivity Analysis (Ausenco, 2020)

 

As shown in Figure 22-2, the Project’s IRR is most sensitive to changes in copper price and capital cost, followed by zinc price and off site operating costs, and in then decreasing order, on-site operating costs, silver price, gold price, and lead price.

 

22.9Copper and Zinc Metal Price Scenarios

 

Metal price scenarios were completed to determine the effects of copper and zinc price on the Project’s IRR, payback period and NPV at an 8% discount rate. In the first scenario the copper price was varied from $2.00/lb to $4.00/lb, while holding all other variables constant, the results of this scenario can be found in Table 22-5. The base case scenario is bolded in the table.

 

Table 22-5     Pre-tax Copper Price Scenarios

 

      Copper Price ($/lb) 
Variable  Unit   2.00    2.50    3.00    3.50    4.00 
NPV at 8%  US$ million   629.9    1,090.4    1,550.9    2,011.4    2,471.9 
IRR  %   18.8    25.1    30.8    36.1    41.1 
Payback Period  Years   4.2    3.1    2.4    2.0    1.7 

 

In the second scenario the zinc price was varied from $0.90/lb to $1.30/lb, while holding all other variables constant, the results of this scenario can be found in Table 22-6. The base case scenario is bolded in the table.

 

Table 22-6     Pre-tax Zinc Price Scenarios

 

       Zinc Price ($/lb) 
Variable   Unit   0.90    1.00    1.10    1.20    1.30 
NPV at 8%   US$ million   1,325.9    1,438.4    1,550.9    1,663.4    1,775.9 
IRR   %   28.2    29.5    30.8    32.1    33.4 
Payback Period   years   2.7    2.6    2.4    2.3    2.2

 

 

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  23 Adjacent Properties

 

This section is not relevant to this Report.

 

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24Other Relevant Data and Information

 

24.1Project Execution Plan

 

Key considerations for the execution of project are as noted below.

 

24.1.1Constraints and Interfaces

 

The project will be an integrated development with several consultants contributing to the overall design process. Specialist contractors will most likely be engaged for specific packages, such as the Arctic access road, and the construction camps, generally on a “design and construct” basis.

 

It is essential that these parties work together to ensure data being used is both current and meaningful. Data transfer between parties shall be strictly controlled and in accordance with Document Control protocols.

 

The early design interfaces for the Project will include at least:

 

·Mine development

 

·Waste Rock placement and Tails Dam

 

·Project water management and treatment

 

·Arctic Access Road design and construction, in particular the pioneer road necessary to allow earliest possible access to the Mine pre-assembly construction site

 

·Pioneer, Construction and Permanent Camps.

 

The Interface Management procedures will be developed to ensure services at the battery limits are clearly defined and understood by all parties affected.

 

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24.1.2Key Project Milestones

 

Key project milestones will be developed once the project is committed to construction and the required permits are in hand.

 

The Mine requires nominally two years of pre-strip operations, tailings pond starter dam development and water accumulation before actual production mining operations can commence.

 

For that pre-strip work to start, the Arctic access road from the AMDIAP intersection to the mine site will have to be constructed to at least a pioneer road condition that will to allow the mine fleet and the support facilities to be delivered, built and made operational.

 

Tailings pond construction must be to a height to allow natural collection of water in quantities that will allow plant operations to commence.

 

24.1.3Proven Technology

 

The Project will utilize proven technology and equipment that can be built, operated and maintained under adverse weather conditions

 

The Design Criteria, Technical Specifications and Data sheets shall reflect the location, the environmental and initial logistics constraints that may affect the procurement and construction effort.

 

24.1.4Engineering, Procurement and Construction Management Approach

 

Two EPCM strategies have been identified that are structured to account for the abnormally long pre-strip mining operation. The first option is the basis for the capital and operating cost estimate.

 

24.1.4.1Early Engineering Only with 2-Stage Procurement

 

There is a need to establish the mine facilities and assemble the Mine Fleet in time to allow the pre-strip operation to start some two years before the Process Plant receives its first ore. This means that there will be a significant amount of detailed engineering requiring completion well in advance of the time required for conventional engineering, procurement and construction of just the process plant and supporting infrastructure. This has been assessed as requiring detailed engineering to start some four years before the process plant starts production.

 

In particular, the pioneer access road design and contracts and civil design for the Mine Support facilities will be required early in the schedule. By default, the rest of the civil design would need to attach to that early works for simple plant layout and construction coordination purposes. For that to occur the plant layout will be required to be frozen a lot earlier than normal. That in turn is dependent on sizing and selection of the major process equipment items and the receipt of certified vendor data.

 

Effectively, the detailed design phase will need to follow the conventional approach and run its course but started at a time that meets the early works schedule requirements. Everything other than the mine support facilities will be designed some two years in advance of when it is needed

 

With the early equipment order placement, the supply phase could become inordinately long, extending over three years in most cases, when in fact the equipment is not likely to be needed until the last eighteen months prior to plant start-up.

 

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An unorthodox but proven option to this extended design, supply and construction schedule is to have the EPCM Contractor buy the major equipment in two steps:

 

·Step 1: Buy only the vendor certified engineering data to allow detailed engineering to continue to completion but hold the manufacturing functions until later in the overall schedule, effectively a delay of around twelve to fifteen months.

 

·Step 2: Based on agreed vendor manufacturing durations, apply a “late” release of the equipment for manufacture with deliveries effectively becoming a “Just-in Time” logistics operation.

 

This strategy provides the following advantages:

 

·Engineering can start and continue to completion using critical certified vendor data without the need for an extended “standby” involvement.

 

·Procurement functions can work in parallel with the engineering group with no disconnect between the two disciplines.

 

·The Procurement team can generally disband early in the schedule with just key personnel retained to provide continuity of support.

 

·The expediting team can mobilise later in the schedule to drive manufacture and delivery in a concerted campaign.

 

·Equipment deliveries can be orchestrated to suit the conditions at the time with everything consolidated into a transit compound for coordinated shipping to site.

 

·Reduced cashflow demands.

 

The disadvantages with this approach are:

 

·The vendors need to be clearly briefed as to what the system means to their manufacturing schedule.

 

·A payments formula needs to be in place to account for a delayed delivery strategy.

 

·Some vendors have difficulty in determining just what their actual engineering costs are.

 

24.1.4.2Early EPCM Leading to Plant Care and Maintenance

 

Under this approach, the EPCM would work to conventional design and construction schedule, starting to suit the Mine access requirements but following on to completion without interruption. That would bring the total process plant and supporting infrastructure to a mechanical completion condition nominally twelve to fifteen months before it is able to start work.

 

The plant could not be commissioned through lack of ore and would have to be placed into care and maintenance mode until ore became available. This has an inherent advantage in that if the pre-strip operation was completed earlier than scheduled, and sufficient water is accumulated, the plant operations would be able to take advantage of the fact the plant was already mechanically complete. The care and maintenance requirements in that environment for that duration will require close assessment.

 

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25Interpretation and Conclusions

 

25.1Introduction

 

The QPs note the following interpretations and conclusions in their respective areas of expertise, based on the review of data available for this Report.

 

25.2Mineral Tenure, Surface Rights, Royalties and Agreements

 

Information from legal experts supports that the mining tenure held is valid and is sufficient to support declaration of Mineral Resources and Mineral Reserves.

 

Kennecott holds a 1% NSR royalty that is purchasable at any time for a one-time payment of $10 million. This royalty covers the patented federal mining claims and many, but not all, of the State mining claims.

 

The NANA Agreement granted to NovaCopper US certain rights, for consideration, which include an exclusive right to explore for minerals and a nonexclusive right to enter upon and use certain NANA lands for various purposes including access to NovaCopper’s Ambler mining properties. The NANA Agreement further provides that if NovaCopper completes a Feasibility Study and a Draft Environmental Impact Statement for a project to develop the Ambler properties, NANA will become entitled elect to purchase an interest in the project by exercising a back-in right to acquire an undivided interest of between 16% and 25% (at NANA’s option) of the mining project. If this back-in right were to be exercised by NANA the two parties would form a Joint Venture to proceed with the project. The Joint Venture would lease the mining properties from NovaCopper US Inc. in exchange for a 1% NSR royalty and NANA would enter into a surface use agreement with the Joint Venture in exchange for a 1% NSR royalty. In the alternative, should NANA elect not to exercise this back-in right, the Joint Venture would not be formed and NANA would instead become entitled to a 15% net proceeds royalty. As noted above, this agreement has been assigned to Ambler Metals.

 

The owner of a State mining claim or lease will be obligated to pay a production royalty to the State of Alaska in the amount of 3% of net income received from minerals produced from the State mining claims.

 

25.3Geology and Mineralization

 

The Arctic deposit is considered to be an example of a VMS system.

 

Knowledge of the deposit settings, lithologies, mineralization style and setting, and structural and alteration controls on mineralization is sufficient to support Mineral Resource and Mineral Reserve estimation.

 

25.4Exploration, Drilling and Analytical Data Collection in Support of Mineral Resource Estimation

 

The quantity and quality of the lithological, geotechnical, collar and downhole survey data collected in the exploration and infill drill programs conducted is sufficient to support Mineral Resource and Mineral Reserve estimation.

 

Analytical and density data are suitable to support Mineral Resource and Mineral Reserve estimation.

 

NovaGold, NovaCopper and Trilogy Metals 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.

 

Data collected have been sufficiently verified that they can support Mineral Resource and Mineral Reserve estimation and be used for mine planning purposes.

 

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25.5Metallurgical Testwork

 

Metallurgical studies have spanned over 30 years.

 

Testwork conducted prior to 2012 is considered relevant to the project, but predictive metallurgical results are considered to be best estimated from testwork conducted on sample materials obtained from exploration work under the direction of Trilogy Metals conducted in 2012 and 2017.

 

To the extent known, the metallurgical samples are representative of the styles and types of mineralization and the mineral deposit as a whole.

 

The LOM average mill feed is expected to contain 2.24% Cu, 3.12% Zn, 0.54% Pb, 0.47 g/t Au, and 34.69 g/t Ag.

 

Concentrate quality test results indicated that key penalty elements, as well as precious metals are typically concentrated into a lead concentrate, leaving the copper concentrate of higher than expected quality given the levels of impurities seen in the test samples. The lead concentrate may have penalties for the high arsenic and antimony concentrations seen in the results of this testwork. Precious metal deportment into a lead concentrate is very high and should benefit the payable levels of precious metals at a smelter. Silicon dioxide and fluoride assays should be conducted on the concentrates to determine whether or not they are higher than the penalty thresholds.

 

Talc will be managed through a pre-float step.

 

In general, the flowsheet developed in the 2012 test program and further tested in the 2017 testwork program at ALS Metallurgy is feasible for the Arctic deposit mineralization. Further metallurgical testwork is recommended on representative samples to confirm and optimize the flowsheet and better understand the impact of talc levels in the process feed samples. Lead concentrate quality can be impacted by the level of talc in the process feed and a better understanding of the level of talc in an expected process feed is critical in maximizing the value of a lead concentrate. There are no outstanding metallurgical issues related to the production of a copper or zinc concentrate from all of the materials tested.

 

25.6Mineral Resource Estimates

 

Mineral Resources have been prepared using industry-standard methods and software.

 

Mineral Resources have had reasonable prospects of eventual economic extraction considerations applied and assume an open pit mining method.

 

Mineral Resources are prepared in accordance with the 2014 CIM Definition Standards.

 

Factors that may affect the Mineral Resource estimate include: Metal price and exchange rate assumptions; changes to the assumptions used to generate the CuEq cut-off grade that constrains the estimate; changes in local interpretations of mineralization geometry and continuity of mineralized zones; changes to geological and mineralization shapes, and geological and grade continuity assumptions; density and domain assignments; changes to geotechnical, mining and metallurgical recovery assumptions; changes to the input and design parameter assumptions that pertain to the conceptual pit constraining the estimates; assumptions as to concentrate marketability, payability and penalty terms; assumptions as to the continued ability to access the site, retain mineral and obtain surface rights titles, obtain environment and other regulatory permits, and maintain the social license to operate; and assumptions as to future site access.

 

25.7Mineral Reserve Estimates

 

The 2020 FS mine plan is based on Probable Mineral Reserves resulting from modifying factors being applied to a subset of the Indicated Mineral Resource estimates.

 

Mineral Reserves are prepared in accordance with the 2014 CIM Definition Standards.

 

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Risks that may affect the Mineral Reserve estimates include: commodity price and exchange rate assumptions; changes to the assumptions used to generate the NSR cut-off grades that constrains the estimate; changes in local interpretations of mineralization geometry and continuity of mineralized zones; changes to geological and mineralization shapes, and geological and grade continuity assumptions; density and domain assignments; changes to geotechnical and hydrological assumptions, changes to mining and metallurgical recovery assumptions; changes to the input and design parameter assumptions that pertain to the conceptual pit constraining the estimates; assumptions as to concentrate marketability, payability and penalty terms; assumptions as to the continued ability to access the site, retain mineral and obtain surface rights titles, obtain environment and other regulatory permits, and maintain the social license to operate.

 

There is a risk to the estimate if the AMDIAP road is not constructed as envisaged, or in the time frame envisaged, or that the toll charges assumed in this Report are not the final charges levied. Other risks include: proper management of groundwater will be important to maintaining pit slope stability; the east wall is highly sensitive to several geotechnical parameters, and talc horizons that may not have been included in the geological model might also affect its stability; the presence of talc layers in the rock could affect recoveries in the process plant and therefore could be a risk to the Mineral Reserves.

 

25.8Mining Recovery

 

Wood selected conventional open-pit mining because of the deposit’s geometry and proximity to surface. The deposit will be mined in three nested phases, including the ultimate pit limit.

 

An Owner-operated and maintained conventional truck–shovel operation was specified, with outside service providers supporting mine operations.

 

The planned open pit will operate for 12 years. A three-year pre-production period is envisaged.

 

25.9Recovery Plan

 

The recovery plan is conventional. A 10,00 t/d throughput rate is envisaged, with an overall plant availability of 92%.

 

The process plant will produce three concentrates: 1) copper concentrate, 2) zinc concentrate, and 3) lead concentrate. Gold and silver are expected to be payable at a smelter; silver is expected to be payable in the copper and lead concentrates, with gold expected to be payable in the lead concentrate only.

 

There are several deleterious elements reporting to the concentrates at levels which would incur penalties; however, there are no special processing provisions required to make a readily saleable concentrate.

 

25.10Project Infrastructure

 

The planned mine will be a greenfields site and require construction of camp, mine and process-related infrastructure. Access roads in and around the Project site will be required.

 

Site access assumes that the AMDIAP road will be constructed.

 

Power generation will be provided by five diesel generators.

 

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Process water will be supplied primarily from reclaim in the TMF. The TMF has sufficient water quantity to support processing during operations. TMF dewatering must start in the last year of operations (year 12), to prevent the TMF from exceeding the maximum storage capacity. Stormwater will be managed within the project boundaries by capturing and conveying contact and impacted water for treatment and diverting non-contact water away from developed areas. Well water will be used for potable purposes.

 

A high-density sludge lime-based neutralization and precipitation process is proposed to treat effluent from the WRCP. A SeWTP will be constructed towards the end of the LOM that will treat dewatering water from the TMF as well as a portion of the treated effluent from the HDS WTP.

 

The TMF will be a conventional wet-stack facility. The maximum storage capacity of the facility will be approximately 39 Mm³ (tailings and process water) plus an additional 2.5 m of freeboard. The 58.6 ha footprint of the TMF will be fully lined with an impermeable LLDPE liner. Three dam raises will be completed.

 

25.11Environmental, Permitting and Social

 

To date, a moderate amount of baseline environmental data collection has occurred in the area including surface water quality sampling, surface hydrology monitoring, wetlands mapping, stream flow monitoring, aquatic life surveys, avian and mammal habitat surveys, cultural resource surveys, hydrogeology studies, meteorological monitoring, and metal leaching and acid rock drainage (ML/ARD) studies.

 

The Arctic Project will be subject to a mine permitting process typical for a mine of its size in Alaska. In order to support this process, Trilogy Metals will have to broaden their existing baseline environmental program and complete a number of studies that will support the permit applications.

 

The project is dependent on obtaining a APDES permit that allows a mixing zone to dilute selenium in the Shungnak River to meet water quality standards.

 

Trilogy Metals has formally started engaging the Arctic Project stakeholders and recognizes the need to earn their trust and support by making the Arctic Project directly beneficial to them throughout the Project life and closure/post-closure periods.

 

Trilogy Metals will be required to develop a mine plan that is protective of the environment during mining operations as well as reclamation and closure plan that ensures the environment is protected after mine closure.

 

Closure activities will be undertaken at the end of mine life to bring the mine facilities in a state consistent with the stated closure and post-closure objectives and compliant with the regulations for closure and abandonment.

 

25.12Markets and Contracts

 

For the respective concentrates, copper will be payable at 96.5%, zinc at 85% and lead at 55%, with lead payability being subject to a 3% minimum deduction. Silver will be payable at 90% in the copper concentrate and both silver and gold will be payable at 95% in the lead concentrate.

 

No contracts are currently in place for any production from the Project. It is expected that the sale of concentrate will include a mixture of long-term and spot contracts.

 

The copper concentrate production is too large to rely on the spot market for all the sales volume, although a portion sold under generally more favourable spot terms is recommended. Penalty charges may be imposed for zinc, arsenic, antimony and selenium content of some concentrate batches. These penalties are most likely to be triggered, if triggered, during the early months of production from the process plant, because this start-up period may have more variation than expected for the LOM.

 

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The Chinese market will not be a destination for the zinc concentrate due to cadmium levels expected in the concentrate. Spot market opportunities for the zinc concentrate will be limited. It is recommended that most Arctic zinc concentrate be sold under long term contracts to Asian smelters. The only penalty charge expected for the zinc concentrate is for cadmium.

 

The lead concentrate from Arctic carries most of the silver and gold content. The negative aspects of the lead concentrate are the elevated levels of selenium, fluorine and magnesium, which may restrict the marketing initiative for the product. The copper content in the lead concentrate is high and adds to the complexity of the concentrate; however, as this concentrate will already have to be blended due to the fluorine and selenium content, the copper content, when blended, will be a value-added benefit to the smelter. The most likely end-destination for the lead concentrate is China. There are possible penalties that may be levied on the bismuth, fluorine and selenium content. Magnesium may also represent a penalty; however, this is likely to be managed via slag off during lead smelting. Chlorite levels remain to be checked in LOM concentrate makeup forecasts.

 

Smelter terms were applied for the delivery of copper, zinc and lead concentrate. It was assumed that delivery of all concentrates would be to an East Asian smelter at currently available freight rates.

 

Commodity pricing for purposes of the economic analysis were based on a combination of two year trailing actual metal prices, and market research and bank analyst forward price projections, prepared in July 2020 by Jim Vice of StoneHouse Consulting Inc.

 

25.13Capital Costs

 

Overall capital costs are estimated at $1,224.7 million. The estimate accuracy is +-15%.

 

25.14Operating Costs

 

The average LOM operating cost for the Arctic Project is estimated to be $50.65/ t milled.

 

There is a risk to the capital and operating cost estimates if the toll road is not built in the time frame required for the Arctic Project, the design basis for the road cost estimate changes (for example from a single lane roadway as assumed in this Report to a dual lane), or if the annual toll charges that will be levied are significantly different from what was assumed.

 

25.15Economic Analysis

 

The financial analysis was conducted on a 100% ownership basis. Trilogy Metals holds a 50% ownership interest in Ambler Metals.

 

The base case pre-tax NPV was $1,550.9 million, calculated at the beginning of the construction period in Year -3, using an 8% discount rate. The base case pre-tax IRR, and payback period on initial capital were 30.8%, and 2.4 years respectively.

 

The post-tax NPV was $1,134.7 million, calculated at the beginning of the construction period in Year -3 using an 8% discount rate. The post-tax IRR and payback period on initial capital were 27.1%, and 2.6 years, respectively.

 

The Project’s pre-tax NPV at an 8% discount rate is most sensitive to changes in copper price, followed by zinc price, off-site operating costs, on-site operating costs, capital costs, silver price, gold price, and lead price.

 

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The Project’s pre-tax IRR is most sensitive to changes in copper price and capital cost, followed by zinc price and off site operating costs, and in then decreasing order, on-site operating costs, silver price, gold price, and lead price.

 

The economic analysis does not include an allocation for the 1% NSR payable to Kennecott or the alternative option to purchase payment of $10 million. It is likely that Trilogy Metals would avail itself of the option to purchase the NSR .

 

25.16Conclusions

 

Under the assumptions presented in this Report, the Project demonstrates positive economics.

 

The financial analysis does not include any future potential impact on Trilogy Metals’ Project interest if NANA elects to purchase an interest of between 16% and 25% in the Arctic Project under the NANA Agreement or, alternatively, the impact on Trilogy Metals’ Project interest if the 15% net proceeds royalty becomes applicable should NANA elect not to exercise this back-in right.

 

The economic analysis does not include an allocation for the 1% NSR payable to Kennecott or the alternative option to purchase payment of $10 million. It is likely that Trilogy Metals would avail itself of the option to purchase the NSR .

 

The financial analysis excludes consideration of the NANA Agreement, whereby NANA has the right, following a construction decision, to elect to purchase a 16% to 25% direct interest in the Arctic Project or, alternatively, to receive a 15% Net Proceeds Royalty.

 

25.17Risks and Opportunities

 

25.17.1AMDIAP Road

 

The cost assumptions for the AMDIAP road are estimates provided by Trilogy Metals. There is a risk to the capital and operating cost estimates, the financial analysis, and the Mineral Reserves if the toll road is not built in the time frame required for the Arctic Project, or if the toll charges are significantly different from what was assumed.

 

25.17.2Permitting

 

Mine development permitting will be largely driven by the underlying land ownership; regulatory authorities vary depending on land ownership. Because the Arctic Project is situated to a large extent on State land, it will be necessary to obtain a Plan of Operation Approval (which includes the Reclamation Plan) from the ADNR. The overall timeline required for permitting would be largely driven by the time required for the NEPA process.

 

There is a risk to the capital and operating cost estimates, the financial analysis, and the Mineral Reserves if the NEPA process, Plan of Operation Approval and ancillary permits to support operations cannot be obtained in the timeframe envisioned for Project start-up.

 

Trilogy Metals Inc.
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25.17.3Water and Load Balance

 

·Insufficient geochemistry data to run a statistical analysis on samples to provide low and high source term values, which would have been assessed in a sensitivity analysis.

 

·Surface run-off from cuts for roads is assumed to be non-contact water, however geochemical characterization of road cuts should be conducted to confirm this.

 

·Water quality predictions for the construction phase (mine year -3 to -1) were not evaluated as construction source terms were not developed. Source terms for waste rock and pit wall run-off should be developed for the construction phase.

 

·Based on kinetic data available to date, there is a high degree of uncertainty with prediction of when waste rock and pit wall will transition from neutral pH to acidic conditions.

 

·Inherent risk associated with assuming the groundwater interception system needs to be 100% efficient in order to prevent any seepage from impacting Subarctic Creek (and the Shungnak River).

 

·Uncertainty remains in predicted groundwater and seepage flows as these are a function of hydraulic conductivity and bedrock thickness which is only known at specific coordinates.

 

·Uncertainty in estimated tailings porewater release rate during closure phase of project. Further consolidation testwork should be carried out.

 

·Climate change impacts should be incorporated into model and results should be assessed.

 

·The water quality in the Shungnak River below the discharge point is predicted to meet water quality criteria after a mixing zone. The discharge location in the Shungnak River and the mixing zone will both require regulatory approval. Obtaining a permit to discharge into the Shungnak River and defining a mixing zone in the Shungnak River are regulatory risks for the Project.

 

25.17.4Processing

 

Further testwork to improve understanding of the talc present in the ore body and consideration during detailed design to minimize the risk of talc carry-over to downstream circuits should be implemented.

 

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26Recommendations

 

26.1Introduction

 

A single-phase work program is proposed for the Project at a total cost of $7.0 million, comprising the following fields of work.

 

26.1.1Mining

 

·Carry out additional drilling to upgrade a portion of the Indicated Resource to Measured Resource. This drilling should target the Resource to be mined during the first three years of production. This is recommended to classify Proven Reserves and provide high confidence in the production plan at project start. Estimated cost $4,000,000.

 

·Perform a SMU study to define an optimal block size that can support the envisioned production rate while minimizing dilution. Estimated cost of $50,000.

 

·Carry out a drill and blast study to verify blast patterns and estimate the material fragmentation size distribution. Estimated cost of $35,000.

 

·Assess the use of alternate fuel sources for the mine mobile equipment including LNG. Estimated cost of $18,000.

 

·Request budgetary quotations for the construction of initial haul roads to qualified contractors in the area to confirm the assumptions used in the mining costs. Estimated cost of $10,000.

 

26.1.2Geotechnical

 

The Talc Zone domain represents the weakest geotechnical domain observed at the Arctic deposit. The extent and persistence of the unit is of concern to the pit slope stability and the potential need for additional waste mining on the upper north east pit walls. Further investigation (drill program) of the extent and geotechnical characteristics of this unit is required and the slope stability re-evaluated, prior to starting mining. Estimated cost of $290,000.

 

The current pit design contains areas on the east walls of interim phases and the lower east walls of the final pit where conventional benches are designed rather than mining to foliation. Further design adjustments will be required prior to construction, and ongoing geotechnical model verification and design refinement will be necessary to manage the risks related to the foliation . The interim phases will be adjusted to consider in the next stage of the project, once new information has been added to the resource model.

 

A second access road to the pit bottom is recommended, potentially at 660 masl switchback, to reduce the consequences of a loss of access from slope instability. In the low slope angle areas, there is an opportunity to dump slope accesses rather than mine wide benches.

 

Once mining begins, regular pit wall mapping is recommended as the new rock faces are exposed to enable a reconciliation against the geotechnical information used in the FS slope design. Foliation mapping will be critical for the short-term planning in the NE, E and SE slope sectors. The foliation model should be constantly updated as pit wall mapping is being undertaken and be utilized for making ongoing adjustments to the short-term slope design and mining plan.

 

The seismic impact on the slope design should be re-evaluated once the site-specific assessment of the seismicity is completed. This will be best undertaken when the talc zone extent and characteristics have been further validated in the upper northeast wall.

 

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26.1.3Structural and Geohazards

 

The results of the geohazards assessment indicated that snow avalanches are a potentially significant concern. Further studies are required to assess magnitude, frequency, intensity and runout to better quantify risks to the mine infrastructures. Estimated cost of $100,000.

 

Ongoing structural mapping should be undertaken so that these can be reconciled against the model used in the slope design to identify any potential risks or opportunities.

 

26.1.4Hydrogeology

 

The hydrogeological conceptual model for the pit and valley areas should be updated over time as more data becomes available. For the pit, the potential effects of seasonal or rapid and high amplitude recharge events (i.e. freshet) on sump sizing needs to be considered and opportunities for pit sump locations that could promote drainage from below talc layers should be identified. Where feasible, runoff into the pit should be reduced by drainage ditches around and set back from the pit perimeter, and internal ditching that directs water to pit sumps or out of the pit. Estimated cost of $15,000.

 

For the valley bottom groundwater seepage interception system (SIS), data should be collected to characterize overburden and fractured rock properties in the specific area of the system and the conceptual model updated. Estimates of potential groundwater bypass of the WRCP should be updated and the groundwater SIS design updated as appropriate. Baseline monitoring of groundwater quality in this area should be initiated as soon as possible to provide a dataset for environmental permitting and to support performance monitoring of the groundwater SIS once in operation. Estimated cost of $150,000.

 

The pit Groundwater Management Plan should be updated as mine design advances and implemented at the start of mining. Continue water level monitoring, update interpretations of seasonal variation and develop baseline for comparison with slope monitoring to assess drainage performance. Include provisions in the Feasibility Study for groundwater monitoring and drainage works on the east/northeast slope. Install general pit perimeter groundwater monitoring on the north, south and west sides of the pit. Estimated cost of $10,000 to update as mine design advances.

 

26.1.5Tailings Management Facility

 

The waste rock used for construction of the TMF and WRF requires more detailed strength characterization as it is not well defined in any current testing and could affect the overall stability of the waste facilities. In addition, further geotechnical and hydrogeological investigations should be completed in the foundations of the TMF, WRF, and WRCP including borehole drilling and test pit excavations to develop better accuracy on excavation volumes under the waste facilities, on ground water regimes and on overburden depths below the WRCP and seepage collection system. Estimated cost of $1,500,000.

 

Further engineering studies required for the WRF and TMF design include:

 

·Site specific seismic hazard assessment and subsequent inundation studies for the WRCP and TMF to delineate potential risks. Estimated cost $80,000.

 

·Dam Breach Assessment, based on site specific hazard assessment, for the TMF and the WRCP. Estimated cost of $65,000.

 

·Further consolidation testwork should be carried out to confirm tailings dry density and porewater release rates. Estimated cost of $20,000.

 

·Finite element consolidation modelling of the tailings to better understand the long-term settlement of the tailings and the impacts on capacity and closure. Estimated cost $50,000.

 

·Tailings deposition planning and review of deposition method to ensure winter deposition will not develop ice entrainment issues that affect capacity. Estimated cost $35,000.

 

·Updating WRF and TMF stability design based on additional field investigation results, lab testing and seismic study. Estimated cost $125,000.

 

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26.1.6Hydrology

 

Additional baseline studies and environmental permitting activities, including:

 

·Upgrading the rain and temperature stations in the Subarctic valley to wind-protected total precipitation gauges would reduce the uncertainty and refine future MAP estimates. Estimated cost $30,000.

 

·Low flow measurements should be collected at the SRGS, SCGS, and RCDN hydrologic gauging stations to improve low flow and baseflow estimates. Estimated cost $15,000.

 

·Snow course surveys should continue to be conducted on an annual basis to progress the understanding of freshet and peak flow timing. Estimated cost $90,000.

 

·A monitoring gauging station should be installed closer to headwaters of Subarctic Creek (i.e. directly below proposed project site location) to calibrate and validate the water and load balance predicted Subarctic Creek flows. Estimated cost $30,000.

 

26.1.7Water and Load Balance

 

SRK recommends that the water and load balance be updated as the project design is advanced in order to refine the understanding of the effluents to be treated during operations and at closure, and to refine the water treatment design and closure cost estimates.

 

Other items that require evaluation are:

 

·The size of the mixing zone needed in the Shungnak River to meet in stream selenium water quality limits. Estimated cost $35,000.

 

·Most likely and reasonable worst-case source term values should be developed and assessed in sensitivity analysis. Estimated cost $25,000.

 

·Geochemical characterization studies should be conducted along road alignments and source terms developed. Estimated cost $20,000.

 

·Source terms should be developed for the construction phase (mine year -3 to -1) for waste rock and pit wall runoff. Estimated cost $5,000.

 

·Further consolidation testwork should be carried out to confirm tailings dry density and porewater release rates.

 

·The effect of climate change on the project should be incorporated into model and design of long-term infrastructure modified to incorporate these results. Estimated cost $5,000, assuming no major modification to infrastructure.

 

26.1.8Water Treatment

 

26.1.8.1HDS WTP

 

The water treatment strategy for the project will require an update following any revised engineering studies, including water management, WRF and TMF design (detailed in previous sections). If only minor changes to flow and/or influent water quality are needed based on the updated engineering studies, the estimated cost to update and revise water treatment plant design and cost estimate would be approximately $50,000. However, if any changes in water and load balance (see section 26.2.7) require new and/or additional water treatment technologies, costs will be significantly higher.

 

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Opportunities that should be evaluated are:

 

·Reduce project lime storage, preparation and distribution costs, such as combining the lime silo, slaker, slurry tank, and distribution systems required for the mill and WTP during operations, or repurposing the mill lime systems for use at the WTP at closure, when lime demand increases.

 

·Reduce HDS WTP building costs should be explored, such as combining reagent storage areas required for the mill and HDS WTP during operations.

 

26.1.8.2SeWTP

 

The following works are recommended for further works related to the SeWTP:

 

·Input for integration of HDS and SeWTP systems, including process integration study, plot plant and model integration. Estimated cost approximately $20,000

 

·Process trade-off including technology evaluation and costs for fluidized bed reactor, ion exchange, produce block flows, plot plans. Estimated cost approximately $25,000.

 

·Waste disposal trade-off including stabilization options, disposal well evaluation, with system diagrams and plot plans. Estimated cost approximately $20,000.

 

·Lab program including treatability program, lab-scale reactor design and execution, pilot system detailed plan, scope and costs. Estimated cost approximately $35,000.

 

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Tetra Tech, 2010b, Arctic Deposit Access Environmental Baseline Data Collection - Wetlands & Vegetation, Ambler Mining District, Alaska, November.

 

Tetra Tech, 2011, Arctic Deposit Access Environmental Baseline Data Collection – Aquatics, Ambler Mining District, Alaska, January 20.

 

Tetra Tech, 2013, Preliminary Economic Assessment Report on the Arctic Project, Ambler Mining District, Northwest Alaska, September.

 

Till, A. B., Schmidt, J. M., and Nelson, S. W., 1988, Thrust Involvement of Metamorphic Rocks, Southwestern Brooks Range, Alaska: Geology, v. 16, p. 930-933.

 

Trilogy Metals Inc., 2020: Arctic Feasibility Study – AMDIAP Road Toll Costs: memorandum prepared for Ausenco, dated September 23, 2020.

 

Twelker, E., 2008, Progress Report: Immobile element lithogeochem work at Arctic: NovaGold Internal Report

 

URSA Engineering, 1998, Arctic Project Rock Mass Characterization, Prepared for: Kennecott Minerals, Co., Unpublished Report, p. 49.

 

Vallat, C., 2013a, Memo to NovaCopper Inc. “Historic Pre-NovaGold, 2004, Arctic Assay Validations and Updates Within NovaCopper Database”: GeoSpark Consulting Inc. April 22, 2013.

 

Vallat, C., 2013b, “Quality Assurance and Quality Control Review on Analytical Results Related to the NovaCopper Inc. Arctic Project, pre-NovaGold, pre-2004, ”: GeoSpark Consulting Inc. unpublished report for NovaCopper Inc. April 22, 2013.

 

Vallat, C., 2013c, “Quality Assurance and Quality Control Review on Analytical Results Related to the NovaCopper Inc. 2004 Arctic Project”: GeoSpark Consulting Inc. unpublished report for NovaCopper Inc. June 6, 2013.

 

Vallat, C., 2013d, “Quality Assurance and Quality Control Review on Analytical Results Related to the NovaCopper Inc. 2005 Arctic Project”: GeoSpark Consulting Inc. unpublished report for NovaCopper Inc. June 6, 2013.

 

Trilogy Metals Inc.
NI 43-101 Technical Report
Date: September 2020
 Page 27-7

 

 

  

 

Vallat, C., 2013e, “Quality Assurance and Quality Control Review on Analytical Results Related to the NovaCopper Inc. 2006 Arctic Project”: GeoSpark Consulting Inc. unpublished report for NovaCopper Inc. June 6, 2013.

 

Vallat, C., 2013f, “Quality Assurance and Quality Control Review on Analytical Results Related to the NovaCopper Inc. 2007 Arctic Project”: GeoSpark Consulting Inc. unpublished report for NovaCopper Inc. June 6, 2013.

 

Vallat, C., 2013g, “Quality Assurance and Quality Control Review on Analytical Results Related to the NovaCopper Inc. 2008 Arctic Project”: GeoSpark Consulting Inc. unpublished report for NovaCopper Inc. June 6, 2013.

 

Vallat, C., 2013h, Memo to NovaCopper Inc. “Arctic Projects 2011 Drill Program Assays Reported in 2013 – QAQC” GeoSpark Consulting Inc. May 31, 2013.

 

Vallat, C., 2015, Quality Assurance and Quality Control Review on Analytical Results on the Arctic Project, unpublished report prepared for NovaCopper Inc.

 

Vallat, C., 2016, Quality Assurance and Quality Control Review on Analytical Results on the Arctic Project, unpublished report prepared for NovaCopper Inc.

 

Stonehouse Consulting, 2020, Reliance Letter for Metal Pricing Content of the 2020 Trilogy NI 43-101 Technical Report, dated September 14 2020

 

Vogl, J. J., Calvert, A. J., Gans, P. B., 2003, Mechanisms and Timing of Exhumation of Collision-Related Metamorphic Rocks, Southern Brooks Range, Alaska: Insights from Ar, 40, / Ar, 39, Thermochronology, Tectonics, v 21, No 3, p. 1-18.

 

Website: http://alaskamininghalloffame.org/inductees/berg.php, February 14, 2012.

 

West, A., 2013, Memo to E. Workman & GeoSpark Consulting Inc. “NovaCopper Arctic Project Database Verification”: Internal NovaCopper Inc. Memo, January 8, 2013

 

West, A., 2014, Identified 2013 Erroneous SG Measurements, internal memo prepared for NovaCopper.

 

West, A., 2020, Metallurgical Test materials used in the 2020 Trilogy Feasibility Study.

 

WHPacific, 2016, Cultural Resources Assessment of the Proposed Arctic Pit and Support Facilities Project in Northwest Arctic Borough, Alaska, Consultant Report for Trilogy Metals Inc., December 19.

 

Zieg, G. A., et al., 2005, Ambler Project 2005 Progress Report, Unpublished Internal Report, Alaska Gold Company.

 

Trilogy Metals Inc.
NI 43-101 Technical Report
Date: September 2020
 Page 27-8

 

 

 

   

 

Appendix A - List of Claims

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

State Claims

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
540543 Arctic 40A State Claim 2 acres Kateel River 21N 11E 35 SW
540544 Arctic 496A State Claim 2 acres Kateel River 21N 11E 34 SE
540545 Arctic 1001 State Claim 8 acres Kateel River 21N 11E 34 SE
540546 Arctic 1002 State Claim 8 acres Kateel River 21N 11E 34 SE & SW
540549 Arctic 1005 State Claim 6 acres Kateel River 21N 11E 35 SW
546144 SC 24 State Claim 40 acres Kateel River 21N 10E 16 SW & SE
546145 SC 25 State Claim 40 acres Kateel River 21N 10E 16 SW, SE, NW & NE
546146 SC 26 State Claim 40 acres Kateel River 21N 10E 16 NW & NE
546147 SC 34 State Claim 40 acres Kateel River 21N 10E 16 SE
546148 SC 35 State Claim 40 acres Kateel River 21N 10E 16 SE & NE
546149 SC 36 State Claim 40 acres Kateel River 21N 10E 16 NE
546150 SC 44 State Claim 40 acres Kateel River 21N 10E 15; 16 SW; SE
546151 SC 45 State Claim 40 acres Kateel River 21N 10E 15; 16 SW & NW; SE & NE
546152 SC 46 State Claim 40 acres Kateel River 21N 10E 15; 16 NW; NE
546153 SC 54 State Claim 40 acres Kateel River 21N 10E 15 SW
546154 SC 55 State Claim 40 acres Kateel River 21N 10E 15 SW & NW
546155 SC 56 State Claim 40 acres Kateel River 21N 10E 15 NW
546156 SC 64 State Claim 40 acres Kateel River 21N 10E 15 SW & SE
546157 SC 65 State Claim 40 acres Kateel River 21N 10E 15 SW, SE, NW & NE
546158 SC 66 State Claim 40 acres Kateel River 21N 10E 15 NW & NE
590853 AM 63-165 State Claim 40 acres Kateel River 21N 9E 14 NW
590854 AM 63-166 State Claim 40 acres Kateel River 21N 9E 14 NW
590855 AM 63-167 State Claim 40 acres Kateel River 21N 9E 14 NE
590856 AM 63-168 State Claim 40 acres Kateel River 21N 9E 14 NE
590857 AM 63-169 State Claim 40 acres Kateel River 21N 9E 13 NW
590858 AM 63-170 State Claim 40 acres Kateel River 21N 9E 13 NW
590859 AM 63-171 State Claim 40 acres Kateel River 21N 9E 13 NE
590860 AM 63-172 State Claim 40 acres Kateel River 21N 9E 13 NE
590874 AM 64-165 State Claim 40 acres Kateel River 21N 9E 14 NW
590875 AM 64-166 State Claim 40 acres Kateel River 21N 9E 14 NW
590876 AM 64-167 State Claim 40 acres Kateel River 21N 9E 14 NE
590877 AM 64-168 State Claim 40 acres Kateel River 21N 9E 14 NE
590878 AM 64-169 State Claim 40 acres Kateel River 21N 9E 13 NW
590879 AM 64-170 State Claim 40 acres Kateel River 21N 9E 13 NW
590880 AM 64-171 State Claim 40 acres Kateel River 21N 9E 13 NE
590881 AM 64-172 State Claim 40 acres Kateel River 21N 9E 13 NE
590895 AM 65-165 State Claim 40 acres Kateel River 21N 9E 11 SW
590896 AM 65-166 State Claim 40 acres Kateel River 21N 9E 11 SW

  

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
590897 AM 65-167 State Claim 40 acres Kateel River 21N 9E 11 SE
590898 AM 65-168 State Claim 40 acres Kateel River 21N 9E 11 SE
590899 AM 65-169 State Claim 40 acres Kateel River 21N 9E 12 SW
590900 AM 65-170 State Claim 40 acres Kateel River 21N 9E 12 SW
590901 AM 65-171 State Claim 40 acres Kateel River 21N 9E 12 SE
590902 AM 65-172 State Claim 40 acres Kateel River 21N 9E 12 SE
590916 AM 66-165 State Claim 40 acres Kateel River 21N 9E 11 SW
590917 AM 66-166 State Claim 40 acres Kateel River 21N 9E 11 SW
590918 AM 66-167 State Claim 40 acres Kateel River 21N 9E 11 SE
590919 AM 66-168 State Claim 40 acres Kateel River 21N 9E 11 SE
590920 AM 66-169 State Claim 40 acres Kateel River 21N 9E 12 SW
590921 AM 66-170 State Claim 40 acres Kateel River 21N 9E 12 SW
590922 AM 66-171 State Claim 40 acres Kateel River 21N 9E 12 SE
590923 AM 66-172 State Claim 40 acres Kateel River 21N 9E 12 SE
590940 AM 67-165 State Claim 40 acres Kateel River 21N 9E 11 NW
590941 AM 67-166 State Claim 40 acres Kateel River 21N 9E 11 NW
590942 AM 67-167 State Claim 40 acres Kateel River 21N 9E 11 NE
590943 AM 67-168 State Claim 40 acres Kateel River 21N 9E 11 NE
590944 AM 67-169 State Claim 40 acres Kateel River 21N 9E 12 NW
590945 AM 67-170 State Claim 40 acres Kateel River 21N 9E 12 NW
590946 AM 67-171 State Claim 40 acres Kateel River 21N 9E 12 NE
590947 AM 67-172 State Claim 40 acres Kateel River 21N 9E 12 NE
590998 AM 56-186 State Claim 40 acres Kateel River 21N 10E 27 NW
590999 AM 56-187 State Claim 40 acres Kateel River 21N 10E 27 NE
591000 AM 56-188 State Claim 40 acres Kateel River 21N 10E 27 NE
591001 AM 56-189 State Claim 40 acres Kateel River 21N 10E 26 NW
591002 AM 56-190 State Claim 40 acres Kateel River 21N 10E 26 NW
591003 AM 56-191 State Claim 40 acres Kateel River 21N 10E 26 NE
591004 AM 56-192 State Claim 40 acres Kateel River 21N 10E 26 NE
591005 AM 56-193 State Claim 40 acres Kateel River 21N 10E 25 NW
591006 AM 56-194 State Claim 40 acres Kateel River 21N 10E 25 NW
591007 AM 56-195 State Claim 40 acres Kateel River 21N 10E 25 NE
591008 AM 57-176 State Claim 40 acres Kateel River 21N 10E 19 SE
591009 AM 57-177 State Claim 40 acres Kateel River 21N 10E 20 SW
591010 AM 57-178 State Claim 40 acres Kateel River 21N 10E 20 SW
591011 AM 57-179 State Claim 40 acres Kateel River 21N 10E 20 SE
591012 AM 57-180 State Claim 40 acres Kateel River 21N 10E 20 SE
591013 AM 57-181 State Claim 40 acres Kateel River 21N 10E 21 SW
591014 AM 57-182 State Claim 40 acres Kateel River 21N 10E 21 SW
 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
591015 AM 57-183 State Claim 40 acres Kateel River 21N 10E 21 SE
591016 AM 57-184 State Claim 40 acres Kateel River 21N 10E 21 SE
591017 AM 57-185 State Claim 40 acres Kateel River 21N 10E 22 SW
591018 AM 57-186 State Claim 40 acres Kateel River 21N 10E 22 SW
591019 AM 57-187 State Claim 40 acres Kateel River 21N 10E 22 SE
591020 AM 57-188 State Claim 40 acres Kateel River 21N 10E 22 SE
591021 AM 57-189 State Claim 40 acres Kateel River 21N 10E 23 SW
591022 AM 57-190 State Claim 40 acres Kateel River 21N 10E 23 SW
591023 AM 57-191 State Claim 40 acres Kateel River 21N 10E 23 SE
591024 AM 57-192 State Claim 40 acres Kateel River 21N 10E 23 SE
591025 AM 57-193 State Claim 40 acres Kateel River 21N 10E 24 SW
591026 AM 57-194 State Claim 40 acres Kateel River 21N 10E 24 SW
591027 AM 57-195 State Claim 40 acres Kateel River 21N 10E 24 SE
591028 AM 58-176 State Claim 40 acres Kateel River 21N 10E 19 SE
591029 AM 58-177 State Claim 40 acres Kateel River 21N 10E 20 SW
591030 AM 58-178 State Claim 40 acres Kateel River 21N 10E 20 SW
591031 AM 58-179 State Claim 40 acres Kateel River 21N 10E 20 SE
591032 AM 58-180 State Claim 40 acres Kateel River 21N 10E 20 SE
591033 AM 58-181 State Claim 40 acres Kateel River 21N 10E 21 SW
591034 AM 58-182 State Claim 40 acres Kateel River 21N 10E 21 SW
591035 AM 58-183 State Claim 40 acres Kateel River 21N 10E 21 SE
591036 AM 58-184 State Claim 40 acres Kateel River 21N 10E 21 SE
591037 AM 58-185 State Claim 40 acres Kateel River 21N 10E 22 SW
591038 AM 58-186 State Claim 40 acres Kateel River 21N 10E 22 SW
591039 AM 58-187 State Claim 40 acres Kateel River 21N 10E 22 SE
591040 AM 58-188 State Claim 40 acres Kateel River 21N 10E 22 SE
591041 AM 58-189 State Claim 40 acres Kateel River 21N 10E 23 SW
591042 AM 58-190 State Claim 40 acres Kateel River 21N 10E 23 SW
591043 AM 58-191 State Claim 40 acres Kateel River 21N 10E 23 SE
591044 AM 58-192 State Claim 40 acres Kateel River 21N 10E 23 SE
591045 AM 58-193 State Claim 40 acres Kateel River 21N 10E 24 SW
591046 AM 58-194 State Claim 40 acres Kateel River 21N 10E 24 SW
591047 AM 59-176 State Claim 40 acres Kateel River 21N 10E 19 NE
591048 AM 59-177 State Claim 40 acres Kateel River 21N 10E 20 NW
591049 AM 59-178 State Claim 40 acres Kateel River 21N 10E 20 NW
591050 AM 59-179 State Claim 40 acres Kateel River 21N 10E 20 NE
591051 AM 59-180 State Claim 40 acres Kateel River 21N 10E 20 NE
591052 AM 59-181 State Claim 40 acres Kateel River 21N 10E 21 NW
591053 AM 59-182 State Claim 40 acres Kateel River 21N 10E 21 NW

  

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
591054 AM 59-183 State Claim 40 acres Kateel River 21N 10E 21 NE
591055 AM 59-184 State Claim 40 acres Kateel River 21N 10E 21 NE
591056 AM 59-185 State Claim 40 acres Kateel River 21N 10E 22 NW
591057 AM 59-186 State Claim 40 acres Kateel River 21N 10E 22 NW
591058 AM 59-187 State Claim 40 acres Kateel River 21N 10E 22 NE
591059 AM 59-188 State Claim 40 acres Kateel River 21N 10E 22 NE
591060 AM 59-189 State Claim 40 acres Kateel River 21N 10E 23 NW
591061 AM 59-190 State Claim 40 acres Kateel River 21N 10E 23 NW
591062 AM 59-191 State Claim 40 acres Kateel River 21N 10E 23 NE
591063 AM 59-192 State Claim 40 acres Kateel River 21N 10E 23 NE
591064 AM 59-193 State Claim 40 acres Kateel River 21N 10E 24 NW
591065 AM 60-176 State Claim 40 acres Kateel River 21N 10E 19 NE
591066 AM 60-177 State Claim 40 acres Kateel River 21N 10E 20 NW
591067 AM 60-178 State Claim 40 acres Kateel River 21N 10E 20 NW
591068 AM 60-179 State Claim 40 acres Kateel River 21N 10E 20 NE
591069 AM 60-180 State Claim 40 acres Kateel River 21N 10E 20 NE
591070 AM 60-181 State Claim 40 acres Kateel River 21N 10E 21 NW
591071 AM 60-182 State Claim 40 acres Kateel River 21N 10E 21 NW
591072 AM 60-183 State Claim 40 acres Kateel River 21N 10E 21 NE
591073 AM 60-184 State Claim 40 acres Kateel River 21N 10E 21 NE
591074 AM 60-185 State Claim 40 acres Kateel River 21N 10E 22 NW
591075 AM 60-186 State Claim 40 acres Kateel River 21N 10E 22 NW
591076 AM 60-187 State Claim 40 acres Kateel River 21N 10E 22 NE
591077 AM 60-188 State Claim 40 acres Kateel River 21N 10E 22 NE
591078 AM 60-189 State Claim 40 acres Kateel River 21N 10E 23 NW
591079 AM 60-190 State Claim 40 acres Kateel River 21N 10E 23 NW
591080 AM 60-191 State Claim 40 acres Kateel River 21N 10E 23 NE
591081 AM 60-192 State Claim 40 acres Kateel River 21N 10E 23 NE
591082 AM 60-193 State Claim 40 acres Kateel River 21N 10E 24 NW
591083 AM 61-176 State Claim 40 acres Kateel River 21N 10E 18 SE
591084 AM 61-177 State Claim 40 acres Kateel River 21N 10E 17 SW
591085 AM 61-178 State Claim 40 acres Kateel River 21N 10E 17 SW
591086 AM 61-179 State Claim 40 acres Kateel River 21N 10E 17 SE
591087 AM 61-180 State Claim 40 acres Kateel River 21N 10E 17 SE
591088 AM 61-181 State Claim 40 acres Kateel River 21N 10E 16 SW
591089 AM 61-182 State Claim 40 acres Kateel River 21N 10E 16 SW
591090 AM 61-183 State Claim 40 acres Kateel River 21N 10E 16 SE
591091 AM 61-184 State Claim 40 acres Kateel River 21N 10E 16 SE
591092 AM 61-185 State Claim 40 acres Kateel River 21N 10E 15 SW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
591093 AM 61-186 State Claim 40 acres Kateel River 21N 10E 15 SW
591094 AM 61-187 State Claim 40 acres Kateel River 21N 10E 15 SE
591095 AM 61-188 State Claim 40 acres Kateel River 21N 10E 15 SE
591096 AM 61-189 State Claim 40 acres Kateel River 21N 10E 14 SW
591097 AM 61-190 State Claim 40 acres Kateel River 21N 10E 14 SW
591098 AM 61-191 State Claim 40 acres Kateel River 21N 10E 14 SE
591099 AM 61-192 State Claim 40 acres Kateel River 21N 10E 14 SE
591100 AM 61-193 State Claim 40 acres Kateel River 21N 10E 13 SW
591101 AM 62-176 State Claim 40 acres Kateel River 21N 10E 18 SE
591102 AM 62-177 State Claim 40 acres Kateel River 21N 10E 17 SW
591103 AM 62-178 State Claim 40 acres Kateel River 21N 10E 17 SW
591104 AM 62-179 State Claim 40 acres Kateel River 21N 10E 17 SE
591105 AM 62-180 State Claim 40 acres Kateel River 21N 10E 17 SE
591106 AM 62-181 State Claim 40 acres Kateel River 21N 10E 16 SW
591107 AM 62-182 State Claim 40 acres Kateel River 21N 10E 16 SW
591108 AM 62-187 State Claim 40 acres Kateel River 21N 10E 15 SE
591109 AM 62-188 State Claim 40 acres Kateel River 21N 10E 15 SE
591110 AM 62-189 State Claim 40 acres Kateel River 21N 10E 14 SW
591111 AM 62-190 State Claim 40 acres Kateel River 21N 10E 14 SW
591112 AM 62-191 State Claim 40 acres Kateel River 21N 10E 14 SE
591113 AM 62-192 State Claim 40 acres Kateel River 21N 10E 14 SE
591114 AM 62-193 State Claim 40 acres Kateel River 21N 10E 13 SW
591115 AM 63-173 State Claim 40 acres Kateel River 21N 10E 18 NW
591116 AM 63-174 State Claim 40 acres Kateel River 21N 10E 18 NW
591117 AM 63-175 State Claim 40 acres Kateel River 21N 10E 18 NE
591118 AM 63-176 State Claim 40 acres Kateel River 21N 10E 18 NE
591119 AM 63-177 State Claim 40 acres Kateel River 21N 10E 17 NW
591120 AM 63-178 State Claim 40 acres Kateel River 21N 10E 17 NW
591121 AM 63-179 State Claim 40 acres Kateel River 21N 10E 17 NE
591122 AM 63-180 State Claim 40 acres Kateel River 21N 10E 17 NE
591123 AM 63-181 State Claim 40 acres Kateel River 21N 10E 16 NW
591124 AM 63-182 State Claim 40 acres Kateel River 21N 10E 16 NW
591125 AM 63-187 State Claim 40 acres Kateel River 21N 10E 15 NE
591126 AM 63-188 State Claim 40 acres Kateel River 21N 10E 15 NE
591127 AM 63-189 State Claim 40 acres Kateel River 21N 10E 14 NW
591128 AM 63-190 State Claim 40 acres Kateel River 21N 10E 14 NW
591129 AM 63-191 State Claim 40 acres Kateel River 21N 10E 14 NE
591130 AM 63-192 State Claim 40 acres Kateel River 21N 10E 14 NE
591131 AM 63-193 State Claim 40 acres Kateel River 21N 10E 13 NW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
591132 AM 64-173 State Claim 40 acres Kateel River 21N 10E 18 NW
591133 AM 64-174 State Claim 40 acres Kateel River 21N 10E 18 NW
591134 AM 64-175 State Claim 40 acres Kateel River 21N 10E 18 NE
591135 AM 64-176 State Claim 40 acres Kateel River 21N 10E 18 NE
591136 AM 64-177 State Claim 40 acres Kateel River 21N 10E 17 NW
591137 AM 64-178 State Claim 40 acres Kateel River 21N 10E 17 NW
591138 AM 64-179 State Claim 40 acres Kateel River 21N 10E 17 NE
591139 AM 64-180 State Claim 40 acres Kateel River 21N 10E 17 NE
591140 AM 64-181 State Claim 40 acres Kateel River 21N 10E 16 NW
591141 AM 64-182 State Claim 40 acres Kateel River 21N 10E 16 NW
591142 AM 64-183 State Claim 40 acres Kateel River 21N 10E 16 NE
591143 AM 64-184 State Claim 40 acres Kateel River 21N 10E 16 NE
591144 AM 64-185 State Claim 40 acres Kateel River 21N 10E 15 NW
591145 AM 64-186 State Claim 40 acres Kateel River 21N 10E 15 NW
591146 AM 64-187 State Claim 40 acres Kateel River 21N 10E 15 NE
591147 AM 64-188 State Claim 40 acres Kateel River 21N 10E 15 NE
591148 AM 64-189 State Claim 40 acres Kateel River 21N 10E 14 NW
591149 AM 64-190 State Claim 40 acres Kateel River 21N 10E 14 NW
591150 AM 64-191 State Claim 40 acres Kateel River 21N 10E 14 NE
591151 AM 64-192 State Claim 40 acres Kateel River 21N 10E 14 NE
591152 AM 64-193 State Claim 40 acres Kateel River 21N 10E 13 NW
591153 AM 65-173 State Claim 40 acres Kateel River 21N 10E 7 SW
591154 AM 65-174 State Claim 40 acres Kateel River 21N 10E 7 SW
591155 AM 65-175 State Claim 40 acres Kateel River 21N 10E 7 SE
591156 AM 65-176 State Claim 40 acres Kateel River 21N 10E 7 SE
591157 AM 65-177 State Claim 40 acres Kateel River 21N 10E 8 SW
591158 AM 65-178 State Claim 40 acres Kateel River 21N 10E 8 SW
591159 AM 65-179 State Claim 40 acres Kateel River 21N 10E 8 SE
591160 AM 65-180 State Claim 40 acres Kateel River 21N 10E 8 SE
591161 AM 65-181 State Claim 40 acres Kateel River 21N 10E 9 SW
591162 AM 65-182 State Claim 40 acres Kateel River 21N 10E 9 SW
591163 AM 65-183 State Claim 40 acres Kateel River 21N 10E 9 SE
591164 AM 65-184 State Claim 40 acres Kateel River 21N 10E 9 SE
591165 AM 65-185 State Claim 40 acres Kateel River 21N 10E 10 SW
591166 AM 65-186 State Claim 40 acres Kateel River 21N 10E 10 SW
591167 AM 65-187 State Claim 40 acres Kateel River 21N 10E 10 SE
591168 AM 65-188 State Claim 40 acres Kateel River 21N 10E 10 SE
591169 AM 65-189 State Claim 40 acres Kateel River 21N 10E 11 SW
591170 AM 65-190 State Claim 40 acres Kateel River 21N 10E 11 SW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
591171 AM 65-191 State Claim 40 acres Kateel River 21N 10E 11 SE
591172 AM 65-192 State Claim 40 acres Kateel River 21N 10E 11 SE
591173 AM 65-193 State Claim 40 acres Kateel River 21N 10E 12 SW
591174 AM 66-173 State Claim 40 acres Kateel River 21N 10E 7 SW
591175 AM 66-174 State Claim 40 acres Kateel River 21N 10E 7 SW
591176 AM 66-175 State Claim 40 acres Kateel River 21N 10E 7 SE
591177 AM 66-176 State Claim 40 acres Kateel River 21N 10E 7 SE
591178 AM 66-177 State Claim 40 acres Kateel River 21N 10E 8 SW
591179 AM 66-178 State Claim 40 acres Kateel River 21N 10E 8 SW
591180 AM 66-179 State Claim 40 acres Kateel River 21N 10E 8 SE
591181 AM 66-180 State Claim 40 acres Kateel River 21N 10E 8 SE
591182 AM 66-181 State Claim 40 acres Kateel River 21N 10E 9 SW
591183 AM 66-182 State Claim 40 acres Kateel River 21N 10E 9 SW
591184 AM 66-183 State Claim 40 acres Kateel River 21N 10E 9 SE
591185 AM 66-184 State Claim 40 acres Kateel River 21N 10E 9 SE
591186 AM 66-185 State Claim 40 acres Kateel River 21N 10E 10 SW
591187 AM 66-186 State Claim 40 acres Kateel River 21N 10E 10 SW
591188 AM 66-187 State Claim 40 acres Kateel River 21N 10E 10 SE
591189 AM 66-188 State Claim 40 acres Kateel River 21N 10E 10 SE
591190 AM 66-189 State Claim 40 acres Kateel River 21N 10E 11 SW
591191 AM 66-190 State Claim 40 acres Kateel River 21N 10E 11 SW
591192 AM 66-191 State Claim 40 acres Kateel River 21N 10E 11 SE
591193 AM 66-192 State Claim 40 acres Kateel River 21N 10E 11 SE
591194 AM 66-193 State Claim 40 acres Kateel River 21N 10E 12 SW
591195 AM 67-173 State Claim 40 acres Kateel River 21N 10E 7 NW
591196 AM 67-174 State Claim 40 acres Kateel River 21N 10E 7 NW
591197 AM 67-175 State Claim 40 acres Kateel River 21N 10E 7 NE
591198 AM 67-176 State Claim 40 acres Kateel River 21N 10E 7 NE
591199 AM 67-177 State Claim 40 acres Kateel River 21N 10E 8 NW
591200 AM 67-178 State Claim 40 acres Kateel River 21N 10E 8 NW
591201 AM 67-179 State Claim 40 acres Kateel River 21N 10E 8 NE
591202 AM 67-180 State Claim 40 acres Kateel River 21N 10E 8 NE
591203 AM 67-181 State Claim 40 acres Kateel River 21N 10E 9 NW
591204 AM 67-182 State Claim 40 acres Kateel River 21N 10E 9 NW
591205 AM 67-183 State Claim 40 acres Kateel River 21N 10E 9 NE
591206 AM 67-184 State Claim 40 acres Kateel River 21N 10E 9 NE
591207 AM 67-185 State Claim 40 acres Kateel River 21N 10E 10 NW
591208 AM 67-186 State Claim 40 acres Kateel River 21N 10E 10 NW
591209 AM 67-187 State Claim 40 acres Kateel River 21N 10E 10 NE

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
591210 AM 67-188 State Claim 40 acres Kateel River 21N 10E 10 NE
591211 AM 67-189 State Claim 40 acres Kateel River 21N 10E 11 NW
591212 AM 67-190 State Claim 40 acres Kateel River 21N 10E 11 NW
591213 AM 67-191 State Claim 40 acres Kateel River 21N 10E 11 NE
591214 AM 67-192 State Claim 40 acres Kateel River 21N 10E 11 NE
591215 AM 67-193 State Claim 40 acres Kateel River 21N 10E 12 NW
591216 AM 67-194 State Claim 40 acres Kateel River 21N 10E 12 NW
591217 AM 67-195 State Claim 40 acres Kateel River 21N 10E 12 NE
591218 AM 67-196 State Claim 40 acres Kateel River 21N 10E 12 NE
591219 AM 49-206 State Claim 40 acres Kateel River 21N 11E 33 SW
591220 AM 49-207 State Claim 40 acres Kateel River 21N 11E 33 SE
591221 AM 49-208 State Claim 40 acres Kateel River 21N 11E 33 SE
591222 AM 49-209 State Claim 40 acres Kateel River 21N 11E 34 SW
591223 AM 49-210 State Claim 40 acres Kateel River 21N 11E 34 SW
591224 AM 49-214 State Claim 40 acres Kateel River 21N 11E 35 SW
591225 AM 49-215 State Claim 40 acres Kateel River 21N 11E 35 SE
591226 AM 49-216 State Claim 40 acres Kateel River 21N 11E 35 SE
591227 AM 49-217 State Claim 40 acres Kateel River 21N 11E 36 SW
591228 AM 49-218 State Claim 40 acres Kateel River 21N 11E 36 SW
591229 AM 49-219 State Claim 40 acres Kateel River 21N 11E 36 SE
591230 AM 49-220 State Claim 40 acres Kateel River 21N 11E 36 SE
591231 AM 50-206 State Claim 40 acres Kateel River 21N 11E 33 SW
591232 AM 50-207 State Claim 40 acres Kateel River 21N 11E 33 SE
591233 AM 50-208 State Claim 40 acres Kateel River 21N 11E 33 SE
591234 AM 50-209 State Claim 40 acres Kateel River 21N 11E 34 SW
591235 AM 50-210 State Claim 40 acres Kateel River 21N 11E 34 SW
591236 AM 50-211 State Claim 40 acres Kateel River 21N 11E 34 SE
591237 AM 50-213 State Claim 40 acres Kateel River 21N 11E 35 SW
591238 AM 50-214 State Claim 40 acres Kateel River 21N 11E 35 SW
591239 AM 50-215 State Claim 40 acres Kateel River 21N 11E 35 SE
591240 AM 50-216 State Claim 40 acres Kateel River 21N 11E 35 SE
591241 AM 50-217 State Claim 40 acres Kateel River 21N 11E 36 SW
591242 AM 50-218 State Claim 40 acres Kateel River 21N 11E 36 SW
591243 AM 50-219 State Claim 40 acres Kateel River 21N 11E 36 SE
591244 AM 50-220 State Claim 40 acres Kateel River 21N 11E 36 SE
591245 AM 51-206 State Claim 40 acres Kateel River 21N 11E 33 NW
591246 AM 51-207 State Claim 40 acres Kateel River 21N 11E 33 NE
591247 AM 51-208 State Claim 40 acres Kateel River 21N 11E 33 NE
591248 AM 51-209 State Claim 40 acres Kateel River 21N 11E 34 NW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
591249 AM 51-210 State Claim 40 acres Kateel River 21N 11E 34 NW
591250 AM 51-211 State Claim 40 acres Kateel River 21N 11E 34 NE
591251 AM 51-212 State Claim 40 acres Kateel River 21N 11E 34 NE
591252 AM 51-213 State Claim 40 acres Kateel River 21N 11E 35 NW
591253 AM 51-214 State Claim 40 acres Kateel River 21N 11E 35 NW
591254 AM 51-215 State Claim 40 acres Kateel River 21N 11E 35 NE
591255 AM 51-216 State Claim 40 acres Kateel River 21N 11E 35 NE
591256 AM 51-217 State Claim 40 acres Kateel River 21N 11E 36 NW
591257 AM 51-218 State Claim 40 acres Kateel River 21N 11E 36 NW
591258 AM 51-219 State Claim 40 acres Kateel River 21N 11E 36 NE
591259 AM 51-220 State Claim 40 acres Kateel River 21N 11E 36 NE
591260 AM 52-206 State Claim 40 acres Kateel River 21N 11E 33 NW
591261 AM 52-207 State Claim 40 acres Kateel River 21N 11E 33 NE
591262 AM 52-208 State Claim 40 acres Kateel River 21N 11E 33 NE
591263 AM 52-209 State Claim 40 acres Kateel River 21N 11E 34 NW
591264 AM 52-210 State Claim 40 acres Kateel River 21N 11E 34 NW
591265 AM 52-211 State Claim 40 acres Kateel River 21N 11E 34 NE
591266 AM 52-212 State Claim 40 acres Kateel River 21N 11E 34 NE
591267 AM 52-213 State Claim 40 acres Kateel River 21N 11E 35 NW
591268 AM 52-214 State Claim 40 acres Kateel River 21N 11E 35 NW
591269 AM 52-215 State Claim 40 acres Kateel River 21N 11E 35 NE
591270 AM 52-216 State Claim 40 acres Kateel River 21N 11E 35 NE
591271 AM 52-217 State Claim 40 acres Kateel River 21N 11E 36 NW
591272 AM 52-218 State Claim 40 acres Kateel River 21N 11E 36 NW
591273 AM 52-219 State Claim 40 acres Kateel River 21N 11E 36 NE
591274 AM 52-220 State Claim 40 acres Kateel River 21N 11E 36 NE
591275 AM 53-206 State Claim 40 acres Kateel River 21N 11E 28 SW
591276 AM 53-207 State Claim 40 acres Kateel River 21N 11E 28 SE
591277 AM 53-208 State Claim 40 acres Kateel River 21N 11E 28 SE
591278 AM 53-209 State Claim 40 acres Kateel River 21N 11E 27 SW
591279 AM 53-210 State Claim 40 acres Kateel River 21N 11E 27 SW
591280 AM 53-211 State Claim 40 acres Kateel River 21N 11E 27 SE
591281 AM 53-212 State Claim 40 acres Kateel River 21N 11E 27 SE
591282 AM 53-213 State Claim 40 acres Kateel River 21N 11E 26 SW
591283 AM 53-214 State Claim 40 acres Kateel River 21N 11E 26 SW
591284 AM 53-215 State Claim 40 acres Kateel River 21N 11E 26 SE
591285 AM 53-216 State Claim 40 acres Kateel River 21N 11E 26 SE
591286 AM 53-217 State Claim 40 acres Kateel River 21N 11E 25 SW
591287 AM 53-218 State Claim 40 acres Kateel River 21N 11E 25 SW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
591288 AM 53-219 State Claim 40 acres Kateel River 21N 11E 25 SE
591289 AM 53-220 State Claim 40 acres Kateel River 21N 11E 25 SE
591290 AM 54-206 State Claim 40 acres Kateel River 21N 11E 28 SW
591291 AM 54-207 State Claim 40 acres Kateel River 21N 11E 28 SE
591292 AM 54-208 State Claim 40 acres Kateel River 21N 11E 28 SE
591293 AM 54-209 State Claim 40 acres Kateel River 21N 11E 27 SW
591294 AM 54-210 State Claim 40 acres Kateel River 21N 11E 27 SW
591295 AM 54-211 State Claim 40 acres Kateel River 21N 11E 27 SE
591296 AM 54-212 State Claim 40 acres Kateel River 21N 11E 27 SE
591297 AM 54-213 State Claim 40 acres Kateel River 21N 11E 26 SW
591298 AM 54-214 State Claim 40 acres Kateel River 21N 11E 26 SW
591299 AM 54-215 State Claim 40 acres Kateel River 21N 11E 26 SE
591300 AM 54-216 State Claim 40 acres Kateel River 21N 11E 26 SE
591301 AM 54-217 State Claim 40 acres Kateel River 21N 11E 25 SW
591302 AM 54-218 State Claim 40 acres Kateel River 21N 11E 25 SW
591303 AM 54-219 State Claim 40 acres Kateel River 21N 11E 25 SE
591304 AM 54-220 State Claim 40 acres Kateel River 21N 11E 25 SE
591305 AM 55-206 State Claim 40 acres Kateel River 21N 11E 28 NW
591306 AM 55-207 State Claim 40 acres Kateel River 21N 11E 28 NE
591307 AM 55-208 State Claim 40 acres Kateel River 21N 11E 28 NE
591308 AM 55-209 State Claim 40 acres Kateel River 21N 11E 27 NW
591309 AM 55-210 State Claim 40 acres Kateel River 21N 11E 27 NW
591310 AM 55-211 State Claim 40 acres Kateel River 21N 11E 27 NE
591311 AM 55-212 State Claim 40 acres Kateel River 21N 11E 27 NE
591312 AM 55-213 State Claim 40 acres Kateel River 21N 11E 26 NW
591313 AM 55-214 State Claim 40 acres Kateel River 21N 11E 26 NW
591314 AM 55-215 State Claim 40 acres Kateel River 21N 11E 26 NE
591315 AM 55-216 State Claim 40 acres Kateel River 21N 11E 26 NE
591316 AM 55-217 State Claim 40 acres Kateel River 21N 11E 25 NW
591317 AM 55-218 State Claim 40 acres Kateel River 21N 11E 25 NW
591318 AM 55-219 State Claim 40 acres Kateel River 21N 11E 25 NE
591319 AM 55-220 State Claim 40 acres Kateel River 21N 11E 25 NE
591320 AM 56-206 State Claim 40 acres Kateel River 21N 11E 28 NW
591321 AM 56-207 State Claim 40 acres Kateel River 21N 11E 28 NE
591322 AM 56-208 State Claim 40 acres Kateel River 21N 11E 28 NE
591323 AM 56-209 State Claim 40 acres Kateel River 21N 11E 27 NW
591324 AM 56-210 State Claim 40 acres Kateel River 21N 11E 27 NW
591325 AM 56-211 State Claim 40 acres Kateel River 21N 11E 27 NE
591326 AM 56-212 State Claim 40 acres Kateel River 21N 11E 27 NE

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
591327 AM 56-213 State Claim 40 acres Kateel River 21N 11E 26 NW
591328 AM 56-214 State Claim 40 acres Kateel River 21N 11E 26 NW
591329 AM 56-215 State Claim 40 acres Kateel River 21N 11E 26 NE
591330 AM 56-216 State Claim 40 acres Kateel River 21N 11E 26 NE
591331 AM 56-217 State Claim 40 acres Kateel River 21N 11E 25 NW
591332 AM 56-218 State Claim 40 acres Kateel River 21N 11E 25 NW
591333 AM 56-219 State Claim 40 acres Kateel River 21N 11E 25 NE
591334 AM 56-220 State Claim 40 acres Kateel River 21N 11E 25 NE
591335 AM 57-206 State Claim 40 acres Kateel River 21N 11E 21 SW
591336 AM 57-207 State Claim 40 acres Kateel River 21N 11E 21 SE
591337 AM 57-208 State Claim 40 acres Kateel River 21N 11E 21 SE
591338 AM 57-209 State Claim 40 acres Kateel River 21N 11E 22 SW
591339 AM 57-210 State Claim 40 acres Kateel River 21N 11E 22 SW
591340 AM 57-211 State Claim 40 acres Kateel River 21N 11E 22 SE
591341 AM 57-212 State Claim 40 acres Kateel River 21N 11E 22 SE
591342 AM 57-213 State Claim 40 acres Kateel River 21N 11E 23 SW
591343 AM 57-214 State Claim 40 acres Kateel River 21N 11E 23 SW
591344 AM 57-215 State Claim 40 acres Kateel River 21N 11E 23 SE
591345 AM 57-216 State Claim 40 acres Kateel River 21N 11E 23 SE
591346 AM 57-217 State Claim 40 acres Kateel River 21N 11E 24 SW
591347 AM 57-218 State Claim 40 acres Kateel River 21N 11E 24 SW
591348 AM 57-219 State Claim 40 acres Kateel River 21N 11E 24 SE
591349 AM 57-220 State Claim 40 acres Kateel River 21N 11E 24 SE
591350 AM 58-206 State Claim 40 acres Kateel River 21N 11E 21 SW
591351 AM 58-207 State Claim 40 acres Kateel River 21N 11E 21 SE
591352 AM 58-208 State Claim 40 acres Kateel River 21N 11E 21 SE
591353 AM 58-209 State Claim 40 acres Kateel River 21N 11E 22 SW
591354 AM 58-210 State Claim 40 acres Kateel River 21N 11E 22 SW
591355 AM 58-211 State Claim 40 acres Kateel River 21N 11E 22 SE
591356 AM 58-212 State Claim 40 acres Kateel River 21N 11E 22 SE
591357 AM 58-213 State Claim 40 acres Kateel River 21N 11E 23 SW
591358 AM 58-214 State Claim 40 acres Kateel River 21N 11E 23 SW
591359 AM 58-215 State Claim 40 acres Kateel River 21N 11E 23 SE
591360 AM 58-216 State Claim 40 acres Kateel River 21N 11E 23 SE
591361 AM 58-217 State Claim 40 acres Kateel River 21N 11E 24 SW
591362 AM 58-218 State Claim 40 acres Kateel River 21N 11E 24 SW
591363 AM 58-219 State Claim 40 acres Kateel River 21N 11E 24 SE
591364 AM 58-220 State Claim 40 acres Kateel River 21N 11E 24 SE
591365 AM 59-202 State Claim 40 acres Kateel River 21N 11E 20 NW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
591366 AM 59-203 State Claim 40 acres Kateel River 21N 11E 20 NE
591367 AM 59-204 State Claim 40 acres Kateel River 21N 11E 20 NE
591368 AM 59-205 State Claim 40 acres Kateel River 21N 11E 21 NW
591369 AM 59-206 State Claim 40 acres Kateel River 21N 11E 21 NW
591370 AM 59-207 State Claim 40 acres Kateel River 21N 11E 21 NE
591371 AM 59-208 State Claim 40 acres Kateel River 21N 11E 21 NE
591372 AM 59-209 State Claim 40 acres Kateel River 21N 11E 22 NW
591373 AM 59-210 State Claim 40 acres Kateel River 21N 11E 22 NW
591374 AM 59-211 State Claim 40 acres Kateel River 21N 11E 22 NE
591375 AM 59-212 State Claim 40 acres Kateel River 21N 11E 22 NE
591376 AM 59-213 State Claim 40 acres Kateel River 21N 11E 23 NW
591377 AM 59-214 State Claim 40 acres Kateel River 21N 11E 23 NW
591378 AM 59-215 State Claim 40 acres Kateel River 21N 11E 23 NE
591379 AM 59-216 State Claim 40 acres Kateel River 21N 11E 23 NE
591380 AM 59-217 State Claim 40 acres Kateel River 21N 11E 24 NW
591381 AM 59-218 State Claim 40 acres Kateel River 21N 11E 24 NW
591382 AM 60-202 State Claim 40 acres Kateel River 21N 11E 20 NW
591383 AM 60-203 State Claim 40 acres Kateel River 21N 11E 20 NE
591384 AM 60-204 State Claim 40 acres Kateel River 21N 11E 20 NE
591385 AM 60-205 State Claim 40 acres Kateel River 21N 11E 21 NW
591386 AM 60-206 State Claim 40 acres Kateel River 21N 11E 21 NW
591387 AM 60-207 State Claim 40 acres Kateel River 21N 11E 21 NE
591388 AM 60-208 State Claim 40 acres Kateel River 21N 11E 21 NE
591389 AM 60-209 State Claim 40 acres Kateel River 21N 11E 22 NW
591390 AM 60-210 State Claim 40 acres Kateel River 21N 11E 22 NW
591391 AM 60-211 State Claim 40 acres Kateel River 21N 11E 22 NE
591392 AM 60-212 State Claim 40 acres Kateel River 21N 11E 22 NE
591393 AM 60-213 State Claim 40 acres Kateel River 21N 11E 23 NW
591394 AM 60-214 State Claim 40 acres Kateel River 21N 11E 23 NW
591395 AM 60-215 State Claim 40 acres Kateel River 21N 11E 23 NE
591396 AM 60-216 State Claim 40 acres Kateel River 21N 11E 23 NE
591397 AM 60-217 State Claim 40 acres Kateel River 21N 11E 24 NW
591398 AM 60-218 State Claim 40 acres Kateel River 21N 11E 24 NW
591399 AM 61-202 State Claim 40 acres Kateel River 21N 11E 17 SW
591400 AM 61-203 State Claim 40 acres Kateel River 21N 11E 17 SE
591401 AM 61-204 State Claim 40 acres Kateel River 21N 11E 17 SE
591402 AM 61-205 State Claim 40 acres Kateel River 21N 11E 16 SW
591403 AM 61-206 State Claim 40 acres Kateel River 21N 11E 16 SW
591404 AM 61-207 State Claim 40 acres Kateel River 21N 11E 16 SE

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
591405 AM 61-208 State Claim 40 acres Kateel River 21N 11E 16 SE
591406 AM 61-209 State Claim 40 acres Kateel River 21N 11E 15 SW
591407 AM 61-210 State Claim 40 acres Kateel River 21N 11E 15 SW
591408 AM 61-211 State Claim 40 acres Kateel River 21N 11E 15 SE
591409 AM 61-212 State Claim 40 acres Kateel River 21N 11E 15 SE
591410 AM 61-213 State Claim 40 acres Kateel River 21N 11E 14 SW
591411 AM 61-214 State Claim 40 acres Kateel River 21N 11E 14 SW
591412 AM 61-215 State Claim 40 acres Kateel River 21N 11E 14 SE
591413 AM 61-216 State Claim 40 acres Kateel River 21N 11E 14 SE
591414 AM 61-217 State Claim 40 acres Kateel River 21N 11E 13 SW
591415 AM 61-218 State Claim 40 acres Kateel River 21N 11E 13 SW
591416 AM 62-202 State Claim 40 acres Kateel River 21N 11E 17 SW
591417 AM 62-203 State Claim 40 acres Kateel River 21N 11E 17 SE
591418 AM 62-204 State Claim 40 acres Kateel River 21N 11E 17 SE
591419 AM 62-205 State Claim 40 acres Kateel River 21N 11E 16 SW
591420 AM 62-206 State Claim 40 acres Kateel River 21N 11E 16 SW
591421 AM 62-207 State Claim 40 acres Kateel River 21N 11E 16 SE
591422 AM 62-208 State Claim 40 acres Kateel River 21N 11E 16 SE
591423 AM 62-209 State Claim 40 acres Kateel River 21N 11E 15 SW
591424 AM 62-210 State Claim 40 acres Kateel River 21N 11E 15 SW
591425 AM 62-211 State Claim 40 acres Kateel River 21N 11E 15 SE
591426 AM 62-212 State Claim 40 acres Kateel River 21N 11E 15 SE
591427 AM 62-213 State Claim 40 acres Kateel River 21N 11E 14 SW
591428 AM 62-214 State Claim 40 acres Kateel River 21N 11E 14 SW
591429 AM 62-215 State Claim 40 acres Kateel River 21N 11E 14 SE
591430 AM 62-216 State Claim 40 acres Kateel River 21N 11E 14 SE
591431 AM 62-217 State Claim 40 acres Kateel River 21N 11E 13 SW
591432 AM 62-218 State Claim 40 acres Kateel River 21N 11E 13 SW
591433 AM 63-202 State Claim 40 acres Kateel River 21N 11E 17 NW
591434 AM 63-203 State Claim 40 acres Kateel River 21N 11E 17 NE
591435 AM 63-204 State Claim 40 acres Kateel River 21N 11E 17 NE
591436 AM 63-205 State Claim 40 acres Kateel River 21N 11E 16 NW
591437 AM 63-206 State Claim 40 acres Kateel River 21N 11E 16 NW
591438 AM 63-207 State Claim 40 acres Kateel River 21N 11E 16 NE
591439 AM 63-208 State Claim 40 acres Kateel River 21N 11E 16 NE
591440 AM 63-209 State Claim 40 acres Kateel River 21N 11E 15 NW
591441 AM 63-210 State Claim 40 acres Kateel River 21N 11E 15 NW
591442 AM 63-211 State Claim 40 acres Kateel River 21N 11E 15 NE
591443 AM 63-212 State Claim 40 acres Kateel River 21N 11E 15 NE

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
591444 AM 64-202 State Claim 40 acres Kateel River 21N 11E 17 NW
591445 AM 64-203 State Claim 40 acres Kateel River 21N 11E 17 NE
591446 AM 64-204 State Claim 40 acres Kateel River 21N 11E 17 NE
591447 AM 64-205 State Claim 40 acres Kateel River 21N 11E 16 NW
591448 AM 64-206 State Claim 40 acres Kateel River 21N 11E 16 NW
591449 AM 64-207 State Claim 40 acres Kateel River 21N 11E 16 NE
591450 AM 64-208 State Claim 40 acres Kateel River 21N 11E 16 NE
591451 AM 64-209 State Claim 40 acres Kateel River 21N 11E 15 NW
591452 AM 64-210 State Claim 40 acres Kateel River 21N 11E 15 NW
591453 AM 64-211 State Claim 40 acres Kateel River 21N 11E 15 NE
591454 AM 64-212 State Claim 40 acres Kateel River 21N 11E 15 NE
591455 AM 65-202 State Claim 40 acres Kateel River 21N 11E 8 SW
591456 AM 65-203 State Claim 40 acres Kateel River 21N 11E 8 SE
591457 AM 65-204 State Claim 40 acres Kateel River 21N 11E 8 SE
591458 AM 65-205 State Claim 40 acres Kateel River 21N 11E 9 SW
591459 AM 65-206 State Claim 40 acres Kateel River 21N 11E 9 SW
591460 AM 65-207 State Claim 40 acres Kateel River 21N 11E 9 SE
591461 AM 65-208 State Claim 40 acres Kateel River 21N 11E 9 SE
591462 AM 65-209 State Claim 40 acres Kateel River 21N 11E 10 SW
591463 AM 65-210 State Claim 40 acres Kateel River 21N 11E 10 SW
591464 AM 65-211 State Claim 40 acres Kateel River 21N 11E 10 SE
591465 AM 65-212 State Claim 40 acres Kateel River 21N 11E 10 SE
591466 AM 66-202 State Claim 40 acres Kateel River 21N 11E 8 SW
591467 AM 66-203 State Claim 40 acres Kateel River 21N 11E 8 SE
591468 AM 66-204 State Claim 40 acres Kateel River 21N 11E 8 SE
591469 AM 66-205 State Claim 40 acres Kateel River 21N 11E 9 SW
591470 AM 66-206 State Claim 40 acres Kateel River 21N 11E 9 SW
591471 AM 66-207 State Claim 40 acres Kateel River 21N 11E 9 SE
591472 AM 66-208 State Claim 40 acres Kateel River 21N 11E 9 SE
591473 AM 66-209 State Claim 40 acres Kateel River 21N 11E 10 SW
591474 AM 66-210 State Claim 40 acres Kateel River 21N 11E 10 SW
591475 AM 66-211 State Claim 40 acres Kateel River 21N 11E 10 SE
591476 AM 66-212 State Claim 40 acres Kateel River 21N 11E 10 SE
591477 AM 67-197 State Claim 40 acres Kateel River 21N 11E 7 NW
591478 AM 67-198 State Claim 40 acres Kateel River 21N 11E 7 NW
591479 AM 67-199 State Claim 40 acres Kateel River 21N 11E 7 NE
591480 AM 67-200 State Claim 40 acres Kateel River 21N 11E 7 NE
591481 AM 67-201 State Claim 40 acres Kateel River 21N 11E 8 NW
591482 AM 67-202 State Claim 40 acres Kateel River 21N 11E 8 NW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
591483 AM 67-203 State Claim 40 acres Kateel River 21N 11E 8 NE
591484 AM 67-204 State Claim 40 acres Kateel River 21N 11E 8 NE
591485 AM 67-205 State Claim 40 acres Kateel River 21N 11E 9 NW
591486 AM 67-206 State Claim 40 acres Kateel River 21N 11E 9 NW
591487 AM 67-207 State Claim 40 acres Kateel River 21N 11E 9 NE
591488 AM 67-208 State Claim 40 acres Kateel River 21N 11E 9 NE
591489 AM 67-209 State Claim 40 acres Kateel River 21N 11E 10 NW
591490 AM 67-210 State Claim 40 acres Kateel River 21N 11E 10 NW
591491 AM 67-211 State Claim 40 acres Kateel River 21N 11E 10 NE
591492 AM 67-212 State Claim 40 acres Kateel River 21N 11E 10 NE
591493 AM 68-208 State Claim 40 acres Kateel River 21N 11E 9 NE
591494 AM 68-209 State Claim 40 acres Kateel River 21N 11E 10 NW
591495 AM 68-210 State Claim 40 acres Kateel River 21N 11E 10 NW
591496 AM 68-211 State Claim 40 acres Kateel River 21N 11E 10 NE
591497 AM 68-212 State Claim 40 acres Kateel River 21N 11E 10 NE
591498 AM 69-208 State Claim 40 acres Kateel River 21N 11E 4 SE
591499 AM 69-209 State Claim 40 acres Kateel River 21N 11E 3 SW
591500 AM 69-210 State Claim 40 acres Kateel River 21N 11E 3 SW
591501 AM 69-211 State Claim 40 acres Kateel River 21N 11E 3 SE
591502 AM 69-212 State Claim 40 acres Kateel River 21N 11E 3 SE
591503 AM 49-221 State Claim 40 acres Kateel River 21N 12E 31 SW
591504 AM 49-222 State Claim 40 acres Kateel River 21N 12E 31 SW
591505 AM 49-223 State Claim 40 acres Kateel River 21N 12E 31 SE
591506 AM 49-224 State Claim 40 acres Kateel River 21N 12E 31 SE
591507 AM 49-225 State Claim 40 acres Kateel River 21N 12E 32 SW
591508 AM 49-226 State Claim 40 acres Kateel River 21N 12E 32 SW
591509 AM 49-227 State Claim 40 acres Kateel River 21N 12E 32 SE
591510 AM 49-228 State Claim 40 acres Kateel River 21N 12E 32 SE
591511 AM 49-229 State Claim 40 acres Kateel River 21N 12E 33 SW
591512 AM 49-230 State Claim 40 acres Kateel River 21N 12E 33 SW
591513 AM 50-221 State Claim 40 acres Kateel River 21N 12E 31 SW
591514 AM 50-222 State Claim 40 acres Kateel River 21N 12E 31 SW
591515 AM 50-223 State Claim 40 acres Kateel River 21N 12E 31 SE
591516 AM 50-224 State Claim 40 acres Kateel River 21N 12E 31 SE
591517 AM 50-225 State Claim 40 acres Kateel River 21N 12E 32 SW
591518 AM 50-226 State Claim 40 acres Kateel River 21N 12E 32 SW
591519 AM 50-227 State Claim 40 acres Kateel River 21N 12E 32 SE
591520 AM 50-228 State Claim 40 acres Kateel River 21N 12E 32 SE
591521 AM 50-229 State Claim 40 acres Kateel River 21N 12E 33 SW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
591522 AM 50-230 State Claim 40 acres Kateel River 21N 12E 33 SW
591523 AM 51-221 State Claim 40 acres Kateel River 21N 12E 31 NW
591524 AM 51-222 State Claim 40 acres Kateel River 21N 12E 31 NW
591525 AM 51-223 State Claim 40 acres Kateel River 21N 12E 31 NE
591526 AM 51-224 State Claim 40 acres Kateel River 21N 12E 31 NE
591527 AM 51-225 State Claim 40 acres Kateel River 21N 12E 32 NW
591528 AM 51-226 State Claim 40 acres Kateel River 21N 12E 32 NW
591529 AM 51-227 State Claim 40 acres Kateel River 21N 12E 32 NE
591530 AM 51-228 State Claim 40 acres Kateel River 21N 12E 32 NE
591531 AM 51-229 State Claim 40 acres Kateel River 21N 12E 33 NW
591532 AM 51-230 State Claim 40 acres Kateel River 21N 12E 33 NW
591533 AM 52-221 State Claim 40 acres Kateel River 21N 12E 31 NW
591534 AM 52-222 State Claim 40 acres Kateel River 21N 12E 31 NW
591535 AM 52-223 State Claim 40 acres Kateel River 21N 12E 31 NE
591536 AM 52-224 State Claim 40 acres Kateel River 21N 12E 31 NE
591537 AM 52-225 State Claim 40 acres Kateel River 21N 12E 32 NW
591538 AM 52-226 State Claim 40 acres Kateel River 21N 12E 32 NW
591539 AM 52-227 State Claim 40 acres Kateel River 21N 12E 32 NE
591540 AM 52-228 State Claim 40 acres Kateel River 21N 12E 32 NE
591541 AM 52-229 State Claim 40 acres Kateel River 21N 12E 33 NW
591542 AM 52-230 State Claim 40 acres Kateel River 21N 12E 33 NW
591543 AM 53-221 State Claim 40 acres Kateel River 21N 12E 30 SW
591544 AM 53-222 State Claim 40 acres Kateel River 21N 12E 30 SW
591545 AM 53-223 State Claim 40 acres Kateel River 21N 12E 30 SE
591546 AM 53-224 State Claim 40 acres Kateel River 21N 12E 30 SE
591547 AM 54-221 State Claim 40 acres Kateel River 21N 12E 30 SW
591548 AM 54-222 State Claim 40 acres Kateel River 21N 12E 30 SW
591549 AM 54-223 State Claim 40 acres Kateel River 21N 12E 30 SE
591550 AM 54-224 State Claim 40 acres Kateel River 21N 12E 30 SE
591551 AM 55-221 State Claim 40 acres Kateel River 21N 12E 30 NW
591552 AM 55-222 State Claim 40 acres Kateel River 21N 12E 30 NW
591553 AM 55-223 State Claim 40 acres Kateel River 21N 12E 30 NE
591554 AM 55-224 State Claim 40 acres Kateel River 21N 12E 30 NE
591555 AM 56-221 State Claim 40 acres Kateel River 21N 12E 30 NW
591556 AM 56-222 State Claim 40 acres Kateel River 21N 12E 30 NW
591557 AM 56-223 State Claim 40 acres Kateel River 21N 12E 30 NE
591558 AM 56-224 State Claim 40 acres Kateel River 21N 12E 30 NE
591575 AM 37-226 State Claim 40 acres Kateel River 20N 12E 16 SW
591576 AM 37-227 State Claim 40 acres Kateel River 20N 12E 16 SE

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
591577 AM 37-228 State Claim 40 acres Kateel River 20N 12E 16 SE
591578 AM 37-229 State Claim 40 acres Kateel River 20N 12E 15 SW
591579 AM 37-230 State Claim 40 acres Kateel River 20N 12E 15 SW
591590 AM 38-226 State Claim 40 acres Kateel River 20N 12E 16 SW
591591 AM 38-227 State Claim 40 acres Kateel River 20N 12E 16 SE
591592 AM 38-228 State Claim 40 acres Kateel River 20N 12E 16 SE
591593 AM 38-229 State Claim 40 acres Kateel River 20N 12E 15 SW
591594 AM 38-230 State Claim 40 acres Kateel River 20N 12E 15 SW
591605 AM 39-226 State Claim 40 acres Kateel River 20N 12E 16 NW
591606 AM 39-227 State Claim 40 acres Kateel River 20N 12E 16 NE
591607 AM 39-228 State Claim 40 acres Kateel River 20N 12E 16 NE
591608 AM 39-229 State Claim 40 acres Kateel River 20N 12E 15 NW
591609 AM 39-230 State Claim 40 acres Kateel River 20N 12E 15 NW
591620 AM 40-226 State Claim 40 acres Kateel River 20N 12E 16 NW
591621 AM 40-227 State Claim 40 acres Kateel River 20N 12E 16 NE
591622 AM 40-228 State Claim 40 acres Kateel River 20N 12E 16 NE
591623 AM 40-229 State Claim 40 acres Kateel River 20N 12E 15 NW
591624 AM 40-230 State Claim 40 acres Kateel River 20N 12E 15 NW
591635 AM 41-225 State Claim 40 acres Kateel River 20N 12E 9 SW
591636 AM 41-226 State Claim 40 acres Kateel River 20N 12E 9 SW
591637 AM 41-227 State Claim 40 acres Kateel River 20N 12E 9 SE
591638 AM 41-228 State Claim 40 acres Kateel River 20N 12E 9 SE
591639 AM 41-229 State Claim 40 acres Kateel River 20N 12E 10 SW
591640 AM 41-230 State Claim 40 acres Kateel River 20N 12E 10 SW
591648 AM 42-223 State Claim 40 acres Kateel River 20N 12E 8 SE
591649 AM 42-224 State Claim 40 acres Kateel River 20N 12E 8 SE
591650 AM 42-225 State Claim 40 acres Kateel River 20N 12E 9 SW
591651 AM 42-226 State Claim 40 acres Kateel River 20N 12E 9 SW
591652 AM 42-227 State Claim 40 acres Kateel River 20N 12E 9 SE
591653 AM 42-228 State Claim 40 acres Kateel River 20N 12E 9 SE
591654 AM 42-229 State Claim 40 acres Kateel River 20N 12E 10 SW
591655 AM 42-230 State Claim 40 acres Kateel River 20N 12E 10 SW
591661 AM 43-221 State Claim 40 acres Kateel River 20N 12E 8 NW
591662 AM 43-222 State Claim 40 acres Kateel River 20N 12E 8 NW
591663 AM 43-223 State Claim 40 acres Kateel River 20N 12E 8 NE
591664 AM 43-224 State Claim 40 acres Kateel River 20N 12E 8 NE
591665 AM 43-225 State Claim 40 acres Kateel River 20N 12E 9 NW
591666 AM 43-226 State Claim 40 acres Kateel River 20N 12E 9 NW
591667 AM 43-227 State Claim 40 acres Kateel River 20N 12E 9 NE

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
591668 AM 43-228 State Claim 40 acres Kateel River 20N 12E 9 NE
591669 AM 43-229 State Claim 40 acres Kateel River 20N 12E 10 NW
591670 AM 43-230 State Claim 40 acres Kateel River 20N 12E 10 NW
591676 AM 44-219 State Claim 40 acres Kateel River 20N 12E 7 NE
591677 AM 44-220 State Claim 40 acres Kateel River 20N 12E 7 NE
591678 AM 44-221 State Claim 40 acres Kateel River 20N 12E 8 NW
591679 AM 44-222 State Claim 40 acres Kateel River 20N 12E 8 NW
591680 AM 44-223 State Claim 40 acres Kateel River 20N 12E 8 NE
591681 AM 44-224 State Claim 40 acres Kateel River 20N 12E 8 NE
591682 AM 44-225 State Claim 40 acres Kateel River 20N 12E 9 NW
591683 AM 44-226 State Claim 40 acres Kateel River 20N 12E 9 NW
591684 AM 44-227 State Claim 40 acres Kateel River 20N 12E 9 NE
591685 AM 44-228 State Claim 40 acres Kateel River 20N 12E 9 NE
591686 AM 44-229 State Claim 40 acres Kateel River 20N 12E 10 NW
591687 AM 44-230 State Claim 40 acres Kateel River 20N 12E 10 NW
591693 AM 45-217 State Claim 40 acres Kateel River 20N 12E 6 SW
591694 AM 45-218 State Claim 40 acres Kateel River 20N 12E 6 SW
591695 AM 45-219 State Claim 40 acres Kateel River 20N 12E 6 SE
591696 AM 45-220 State Claim 40 acres Kateel River 20N 12E 6 SE
591697 AM 45-221 State Claim 40 acres Kateel River 20N 12E 5 SW
591698 AM 45-222 State Claim 40 acres Kateel River 20N 12E 5 SW
591699 AM 45-223 State Claim 40 acres Kateel River 20N 12E 5 SE
591700 AM 45-224 State Claim 40 acres Kateel River 20N 12E 5 SE
591701 AM 45-225 State Claim 40 acres Kateel River 20N 12E 4 SW
591702 AM 45-226 State Claim 40 acres Kateel River 20N 12E 4 SW
591703 AM 45-227 State Claim 40 acres Kateel River 20N 12E 4 SE
591704 AM 45-228 State Claim 40 acres Kateel River 20N 12E 4 SE
591705 AM 45-229 State Claim 40 acres Kateel River 20N 12E 3 SW
591706 AM 45-230 State Claim 40 acres Kateel River 20N 12E 3 SW
591712 AM 46-217 State Claim 40 acres Kateel River 20N 12E 6 SW
591713 AM 46-218 State Claim 40 acres Kateel River 20N 12E 6 SW
591714 AM 46-219 State Claim 40 acres Kateel River 20N 12E 6 SE
591715 AM 46-220 State Claim 40 acres Kateel River 20N 12E 6 SE
591716 AM 46-221 State Claim 40 acres Kateel River 20N 12E 5 SW
591717 AM 46-222 State Claim 40 acres Kateel River 20N 12E 5 SW
591718 AM 46-223 State Claim 40 acres Kateel River 20N 12E 5 SE
591719 AM 46-224 State Claim 40 acres Kateel River 20N 12E 5 SE
591720 AM 46-225 State Claim 40 acres Kateel River 20N 12E 4 SW
591721 AM 46-226 State Claim 40 acres Kateel River 20N 12E 4 SW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
591722 AM 46-227 State Claim 40 acres Kateel River 20N 12E 4 SE
591723 AM 46-228 State Claim 40 acres Kateel River 20N 12E 4 SE
591724 AM 46-229 State Claim 40 acres Kateel River 20N 12E 3 SW
591725 AM 46-230 State Claim 40 acres Kateel River 20N 12E 3 SW
591731 AM 47-217 State Claim 40 acres Kateel River 20N 12E 6 NW
591732 AM 47-218 State Claim 40 acres Kateel River 20N 12E 6 NW
591733 AM 47-219 State Claim 40 acres Kateel River 20N 12E 6 NE
591734 AM 47-220 State Claim 40 acres Kateel River 20N 12E 6 NE
591735 AM 47-221 State Claim 40 acres Kateel River 20N 12E 5 NW
591736 AM 47-222 State Claim 40 acres Kateel River 20N 12E 5 NW
591737 AM 47-223 State Claim 40 acres Kateel River 20N 12E 5 NE
591738 AM 47-224 State Claim 40 acres Kateel River 20N 12E 5 NE
591739 AM 47-225 State Claim 40 acres Kateel River 20N 12E 4 NW
591740 AM 47-226 State Claim 40 acres Kateel River 20N 12E 4 NW
591741 AM 47-227 State Claim 40 acres Kateel River 20N 12E 4 NE
591742 AM 47-228 State Claim 40 acres Kateel River 20N 12E 4 NE
591743 AM 47-229 State Claim 40 acres Kateel River 20N 12E 3 NW
591744 AM 47-230 State Claim 40 acres Kateel River 20N 12E 3 NW
591745 AM 48-217 State Claim 40 acres Kateel River 20N 12E 6 NW
591746 AM 48-218 State Claim 40 acres Kateel River 20N 12E 6 NW
591747 AM 48-219 State Claim 40 acres Kateel River 20N 12E 6 NE
591748 AM 48-220 State Claim 40 acres Kateel River 20N 12E 6 NE
591749 AM 48-221 State Claim 40 acres Kateel River 20N 12E 5 NW
591750 AM 48-222 State Claim 40 acres Kateel River 20N 12E 5 NW
591751 AM 48-223 State Claim 40 acres Kateel River 20N 12E 5 NE
591752 AM 48-224 State Claim 40 acres Kateel River 20N 12E 5 NE
591753 AM 48-225 State Claim 40 acres Kateel River 20N 12E 4 NW
591754 AM 48-226 State Claim 40 acres Kateel River 20N 12E 4 NW
591755 AM 48-227 State Claim 40 acres Kateel River 20N 12E 4 NE
591756 AM 48-228 State Claim 40 acres Kateel River 20N 12E 4 NE
591757 AM 48-229 State Claim 40 acres Kateel River 20N 12E 3 NW
591758 AM 48-230 State Claim 40 acres Kateel River 20N 12E 3 NW
634110 EDC 1 State Claim 40 acres Kateel River 21N 10E 12 SW
634111 EDC 2 State Claim 40 acres Kateel River 21N 10E 12 SE
634112 EDC 3 State Claim 40 acres Kateel River 21N 10E 12 SE
634113 EDC 4 State Claim 40 acres Kateel River 21N 11E 7 SW
634114 EDC 5 State Claim 40 acres Kateel River 21N 11E 7 SW
634115 EDC 6 State Claim 40 acres Kateel River 21N 11E 7 SE
634116 EDC 7 State Claim 40 acres Kateel River 21N 11E 7 SE

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
634117 EDC 8 State Claim 40 acres Kateel River 21N 11E 8 SW
634118 EDC 9 State Claim 40 acres Kateel River 21N 10E 12 SW
634119 EDC 10 State Claim 40 acres Kateel River 21N 10E 12 SE
634120 EDC 11 State Claim 40 acres Kateel River 21N 10E 12 SE
634121 EDC 12 State Claim 40 acres Kateel River 21N 11E 7 SW
634122 EDC 13 State Claim 40 acres Kateel River 21N 11E 7 SW
634123 EDC 14 State Claim 40 acres Kateel River 21N 11E 7 SE
634124 EDC 15 State Claim 40 acres Kateel River 21N 11E 7 SE
634125 EDC 16 State Claim 40 acres Kateel River 21N 11E 8 SW
634126 EDC 17 State Claim 40 acres Kateel River 21N 10E 13 NW
634127 EDC 18 State Claim 40 acres Kateel River 21N 10E 13 NE
634128 EDC 19 State Claim 40 acres Kateel River 21N 10E 13 NE
634129 EDC 20 State Claim 40 acres Kateel River 21N 11E 18 NW
634130 EDC 21 State Claim 40 acres Kateel River 21N 11E 18 NW
634131 EDC 22 State Claim 40 acres Kateel River 21N 11E 18 NE
634132 EDC 23 State Claim 40 acres Kateel River 21N 11E 18 NE
634133 EDC 24 State Claim 40 acres Kateel River 21N 11E 17 NW
634134 EDC 25 State Claim 40 acres Kateel River 21N 10E 13 NW
634135 EDC 26 State Claim 40 acres Kateel River 21N 10E 13 NE
634136 EDC 27 State Claim 40 acres Kateel River 21N 10E 13 NE
634137 EDC 28 State Claim 40 acres Kateel River 21N 11E 18 NW
634138 EDC 29 State Claim 40 acres Kateel River 21N 11E 18 NW
634139 EDC 30 State Claim 40 acres Kateel River 21N 11E 18 NE
634140 EDC 31 State Claim 40 acres Kateel River 21N 11E 18 NE
634141 EDC 32 State Claim 40 acres Kateel River 21N 11E 17 NW
634142 EDC 33 State Claim 40 acres Kateel River 21N 10E 13 SW
634143 EDC 34 State Claim 40 acres Kateel River 21N 10E 13 SE
634144 EDC 35 State Claim 40 acres Kateel River 21N 10E 13 SE
634145 EDC 36 State Claim 40 acres Kateel River 21N 11E 18 SW
634146 EDC 37 State Claim 40 acres Kateel River 21N 11E 18 SW
634147 EDC 38 State Claim 40 acres Kateel River 21N 11E 18 SE
634148 EDC 39 State Claim 40 acres Kateel River 21N 11E 18 SE
634149 EDC 40 State Claim 40 acres Kateel River 21N 11E 17 SW
634150 EDC 41 State Claim 40 acres Kateel River 21N 10E 13 SW
634151 EDC 42 State Claim 40 acres Kateel River 21N 10E 13 SE
634152 EDC 43 State Claim 40 acres Kateel River 21N 10E 13 SE
634153 EDC 44 State Claim 40 acres Kateel River 21N 11E 18 SW
634154 EDC 45 State Claim 40 acres Kateel River 21N 11E 18 SW
634155 EDC 46 State Claim 40 acres Kateel River 21N 11E 18 SE

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
634156 EDC 47 State Claim 40 acres Kateel River 21N 11E 18 SE
634157 EDC 48 State Claim 40 acres Kateel River 21N 11E 17 SW
634158 EDC 49 State Claim 40 acres Kateel River 21N 10E 24 NW
634159 EDC 50 State Claim 40 acres Kateel River 21N 10E 24 NE
634160 EDC 51 State Claim 40 acres Kateel River 21N 10E 24 NE
634161 EDC 52 State Claim 40 acres Kateel River 21N 11E 19 NW
634162 EDC 53 State Claim 40 acres Kateel River 21N 11E 19 NW
634163 EDC 54 State Claim 40 acres Kateel River 21N 11E 19 NE
634164 EDC 55 State Claim 40 acres Kateel River 21N 11E 19 NE
634165 EDC 56 State Claim 40 acres Kateel River 21N 11E 20 NW
634166 EDC 57 State Claim 40 acres Kateel River 21N 10E 24 NW
634167 EDC 58 State Claim 40 acres Kateel River 21N 10E 24 NE
634168 EDC 59 State Claim 40 acres Kateel River 21N 10E 24 NE
634169 EDC 60 State Claim 40 acres Kateel River 21N 11E 19 NW
634170 EDC 61 State Claim 40 acres Kateel River 21N 11E 19 NW
634171 EDC 62 State Claim 40 acres Kateel River 21N 11E 19 NE
634172 EDC 63 State Claim 40 acres Kateel River 21N 11E 19 NE
634173 EDC 64 State Claim 40 acres Kateel River 21N 11E 20 NW
634174 EDC 65 State Claim 40 acres Kateel River 21N 10E 24 SE
634175 EDC 66 State Claim 40 acres Kateel River 21N 10E 24 SE
634176 EDC 67 State Claim 40 acres Kateel River 21N 11E 19 SW
634177 EDC 68 State Claim 40 acres Kateel River 21N 11E 19 SW
634178 EDC 69 State Claim 40 acres Kateel River 21N 11E 19 SE
634179 EDC 70 State Claim 40 acres Kateel River 21N 11E 19 SE
634180 EDC 71 State Claim 40 acres Kateel River 21N 11E 20 SW
634181 EDC 72 State Claim 40 acres Kateel River 21N 11E 20 SW
634182 EDC 73 State Claim 40 acres Kateel River 21N 11E 20 SE
634183 EDC 74 State Claim 40 acres Kateel River 21N 11E 20 SE
634184 EDC 75 State Claim 40 acres Kateel River 21N 11E 21 SW
634185 EDC 76 State Claim 40 acres Kateel River 21N 10E 24 SE
634186 EDC 77 State Claim 40 acres Kateel River 21N 11E 19 SW
634187 EDC 78 State Claim 40 acres Kateel River 21N 11E 19 SW
634188 EDC 79 State Claim 40 acres Kateel River 21N 11E 19 SE
634189 EDC 80 State Claim 40 acres Kateel River 21N 11E 19 SE
634190 EDC 81 State Claim 40 acres Kateel River 21N 11E 20 SW
634191 EDC 82 State Claim 40 acres Kateel River 21N 11E 20 SW
634192 EDC 83 State Claim 40 acres Kateel River 21N 11E 20 SE
634193 EDC 84 State Claim 40 acres Kateel River 21N 11E 20 SE
634194 EDC 85 State Claim 40 acres Kateel River 21N 11E 21 SW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
634195 EDC 86 State Claim 40 acres Kateel River 21N 10E 25 NE
634196 EDC 87 State Claim 40 acres Kateel River 21N 11E 30 NW
634197 EDC 88 State Claim 40 acres Kateel River 21N 11E 30 NW
634198 EDC 89 State Claim 40 acres Kateel River 21N 11E 30 NE
634199 EDC 90 State Claim 40 acres Kateel River 21N 11E 30 NE
634200 EDC 91 State Claim 40 acres Kateel River 21N 11E 29 NW
634201 EDC 92 State Claim 40 acres Kateel River 21N 11E 29 NW
634202 EDC 93 State Claim 40 acres Kateel River 21N 11E 29 NE
634203 EDC 94 State Claim 40 acres Kateel River 21N 11E 29 NE
634204 EDC 95 State Claim 40 acres Kateel River 21N 11E 28 NW
650291 HOSS 01 State Claim 160 acres Kateel River 22N 10E 18 NW
650292 HOSS 02 State Claim 160 acres Kateel River 22N 10E 18 NE
650293 HOSS 03 State Claim 160 acres Kateel River 22N 10E 17 NW
650294 HOSS 04 State Claim 160 acres Kateel River 22N 10E 17 NE
650295 HOSS 05 State Claim 160 acres Kateel River 22N 10E 16 NW
650296 HOSS 06 State Claim 160 acres Kateel River 22N 10E 16 NE
650297 HOSS 07 State Claim 160 acres Kateel River 22N 10E 15 NW
650298 HOSS 08 State Claim 160 acres Kateel River 22N 10E 18 SW
650299 HOSS 09 State Claim 160 acres Kateel River 22N 10E 18 SE
650300 HOSS 10 State Claim 160 acres Kateel River 22N 10E 17 SW
650301 HOSS 11 State Claim 160 acres Kateel River 22N 10E 17 SE
650302 HOSS 12 State Claim 160 acres Kateel River 22N 10E 16 SW
650303 HOSS 13 State Claim 160 acres Kateel River 22N 10E 16 SE
650304 HOSS 14 State Claim 160 acres Kateel River 22N 10E 15 SW
650305 HOSS 15 State Claim 160 acres Kateel River 22N 10E 19 NW
650306 HOSS 16 State Claim 160 acres Kateel River 22N 10E 19 NE
650307 HOSS 17 State Claim 160 acres Kateel River 22N 10E 20 NW
650308 HOSS 18 State Claim 160 acres Kateel River 22N 10E 20 NE
650309 HOSS 19 State Claim 160 acres Kateel River 22N 10E 21 NW
650310 HOSS 20 State Claim 160 acres Kateel River 22N 10E 21 NE
650311 HOSS 21 State Claim 160 acres Kateel River 22N 10E 22 NW
650312 HOSS 22 State Claim 160 acres Kateel River 22N 10E 19 SW
650313 HOSS 23 State Claim 160 acres Kateel River 22N 10E 19 SE
650314 HOSS 24 State Claim 160 acres Kateel River 22N 10E 20 SW
650315 HOSS 25 State Claim 160 acres Kateel River 22N 10E 20 SE
650316 HOSS 26 State Claim 160 acres Kateel River 22N 10E 21 SW
650317 HOSS 27 State Claim 160 acres Kateel River 22N 10E 21 SE
650318 HOSS 28 State Claim 160 acres Kateel River 22N 10E 22 SW
650319 HOSS 29 State Claim 160 acres Kateel River 22N 10E 30 NW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

 

 

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
650320 HOSS 30 State Claim 160 acres Kateel River 22N 10E 30 NE
650321 HOSS 31 State Claim 160 acres Kateel River 22N 10E 29 NW
650322 HOSS 32 State Claim 160 acres Kateel River 22N 10E 29 NE
650323 HOSS 33 State Claim 160 acres Kateel River 22N 10E 28 NW
650324 HOSS 34 State Claim 160 acres Kateel River 22N 10E 28 NE
650325 HOSS 35 State Claim 160 acres Kateel River 22N 10E 27 NW
651152 ZED 1 State Claim 160 acres Kateel River 20N 12E 10 NE
651153 ZED 2 State Claim 160 acres Kateel River 20N 12E 11 NW
651154 ZED 3 State Claim 160 acres Kateel River 20N 12E 11 NE
651155 ZED 4 State Claim 160 acres Kateel River 20N 12E 10 SE
651156 ZED 5 State Claim 160 acres Kateel River 20N 12E 11 SW
651157 ZED 6 State Claim 160 acres Kateel River 20N 12E 11 SE
651158 ZED 7 State Claim 160 acres Kateel River 20N 12E 12 SW
651159 ZED 8 State Claim 160 acres Kateel River 20N 12E 12 SE
651160 ZED 9 State Claim 160 acres Kateel River 20N 12E 15 NE
651161 ZED 10 State Claim 160 acres Kateel River 20N 12E 14 NW
651162 ZED 11 State Claim 160 acres Kateel River 20N 12E 14 NE
651163 ZED 12 State Claim 160 acres Kateel River 20N 12E 13 NW
651164 ZED 13 State Claim 160 acres Kateel River 20N 12E 13 NE
651165 ZED 14 State Claim 160 acres Kateel River 20N 13E 18 NW
651166 ZED 15 State Claim 160 acres Kateel River 20N 13E 18 NE
651167 ZED 16 State Claim 160 acres Kateel River 20N 13E 17 NW
651168 ZED 17 State Claim 160 acres Kateel River 20N 13E 17 NE
651169 ZED 18 State Claim 160 acres Kateel River 20N 13E 16 NW
651170 ZED 19 State Claim 160 acres Kateel River 20N 13E 16 NE
651171 ZED 20 State Claim 160 acres Kateel River 20N 13E 15 NW
651172 ZED 21 State Claim 160 acres Kateel River 20N 13E 15 NE
651173 ZED 22 State Claim 160 acres Kateel River 20N 12E 15 SE
651174 ZED 23 State Claim 160 acres Kateel River 20N 12E 14 SW
651175 ZED 24 State Claim 160 acres Kateel River 20N 12E 14 SE
651176 ZED 25 State Claim 160 acres Kateel River 20N 12E 13 SW
651177 ZED 26 State Claim 160 acres Kateel River 20N 12E 13 SE
651178 ZED 27 State Claim 160 acres Kateel River 20N 13E 18 SW
651179 ZED 28 State Claim 160 acres Kateel River 20N 13E 18 SE
651180 ZED 29 State Claim 160 acres Kateel River 20N 13E 17 SW
651181 ZED 30 State Claim 160 acres Kateel River 20N 13E 17 SE
651182 ZED 31 State Claim 160 acres Kateel River 20N 13E 16 SW
651183 ZED 32 State Claim 160 acres Kateel River 20N 13E 16 SE
651184 ZED 33 State Claim 160 acres Kateel River 20N 13E 15 SW
 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

 

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
651185 ZED 34 State Claim 160 acres Kateel River 20N 13E 15 SE
651186 ZED 35 State Claim 160 acres Kateel River 20N 12E 24 NE
651187 ZED 36 State Claim 160 acres Kateel River 20N 13E 19 NW
651188 ZED 37 State Claim 160 acres Kateel River 20N 13E 19 NE
651189 ZED 38 State Claim 160 acres Kateel River 20N 13E 20 NW
651190 ZED 39 State Claim 160 acres Kateel River 20N 13E 20 NE
651191 ZED 40 State Claim 160 acres Kateel River 20N 13E 21 NW
651192 ZED 41 State Claim 160 acres Kateel River 20N 13E 21 NE
651193 ZED 42 State Claim 160 acres Kateel River 20N 13E 22 NW
651194 ZED 43 State Claim 160 acres Kateel River 20N 13E 22 NE
651195 ZED 44 State Claim 160 acres Kateel River 20N 13E 19 SE
651196 ZED 45 State Claim 160 acres Kateel River 20N 13E 20 SW
651197 ZED 46 State Claim 160 acres Kateel River 20N 13E 20 SE
651198 ZED 47 State Claim 160 acres Kateel River 20N 13E 21 SW
651199 ZED 48 State Claim 160 acres Kateel River 20N 13E 21 SE
651200 ZED 49 State Claim 160 acres Kateel River 20N 13E 22 SW
651201 ZED 50 State Claim 160 acres Kateel River 20N 13E 22 SE
651202 ZED 51 State Claim 160 acres Kateel River 20N 13E 23 NW
651203 ZED 52 State Claim 160 acres Kateel River 20N 13E 23 NE
651204 ZED 53 State Claim 160 acres Kateel River 20N 13E 24 NW
651205 ZED 54 State Claim 160 acres Kateel River 20N 13E 24 NE
651206 ZED 55 State Claim 160 acres Kateel River 20N 14E 19 NW
651207 ZED 56 State Claim 160 acres Kateel River 20N 14E 19 NE
651208 ZED 57 State Claim 160 acres Kateel River 20N 14E 20 NW
651209 ZED 58 State Claim 160 acres Kateel River 20N 14E 20 NE
651210 ZED 59 State Claim 160 acres Kateel River 20N 14E 21 NW
651211 ZED 60 State Claim 160 acres Kateel River 20N 14E 21 NE
651212 ZED 61 State Claim 160 acres Kateel River 20N 14E 22 NW
651213 ZED 62 State Claim 160 acres Kateel River 20N 14E 22 NE
651214 ZED 63 State Claim 160 acres Kateel River 20N 14E 23 NW
651215 ZED 64 State Claim 160 acres Kateel River 20N 14E 23 NE
651216 ZED 65 State Claim 160 acres Kateel River 20N 14E 24 NW
651217 ZED 66 State Claim 160 acres Kateel River 20N 14E 24 NE
651218 ZED 67 State Claim 160 acres Kateel River 20N 15E 19 NW
651219 ZED 68 State Claim 160 acres Kateel River 20N 13E 23 SW
651220 ZED 69 State Claim 160 acres Kateel River 20N 13E 23 SE
651221 ZED 70 State Claim 160 acres Kateel River 20N 13E 24 SW
651222 ZED 71 State Claim 160 acres Kateel River 20N 13E 24 SE
651223 ZED 72 State Claim 160 acres Kateel River 20N 14E 19 SW
 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

 

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
651224 ZED 73 State Claim 160 acres Kateel River 20N 14E 19 SE
651225 ZED 74 State Claim 160 acres Kateel River 20N 14E 20 SW
651226 ZED 75 State Claim 160 acres Kateel River 20N 14E 20 SE
651227 ZED 76 State Claim 160 acres Kateel River 20N 14E 21 SW
651228 ZED 77 State Claim 160 acres Kateel River 20N 14E 21 SE
651229 ZED 78 State Claim 160 acres Kateel River 20N 14E 22 SW
651230 ZED 79 State Claim 160 acres Kateel River 20N 14E 22 SE
651231 ZED 80 State Claim 160 acres Kateel River 20N 14E 23 SW
651232 ZED 81 State Claim 160 acres Kateel River 20N 14E 23 SE
651233 ZED 82 State Claim 160 acres Kateel River 20N 14E 24 SW
651234 ZED 83 State Claim 160 acres Kateel River 20N 14E 24 SE
651235 ZED 84 State Claim 160 acres Kateel River 20N 15E 19 SW
651236 ZED 85 State Claim 160 acres Kateel River 20N 13E 26 NW
651237 ZED 86 State Claim 160 acres Kateel River 20N 13E 26 NE
651238 ZED 87 State Claim 160 acres Kateel River 20N 13E 25 NW
651239 ZED 88 State Claim 160 acres Kateel River 20N 13E 25 NE
651240 ZED 89 State Claim 160 acres Kateel River 20N 14E 30 NW
651241 ZED 90 State Claim 160 acres Kateel River 20N 14E 30 NE
651242 ZED 91 State Claim 160 acres Kateel River 20N 14E 29 NW
651243 ZED 92 State Claim 160 acres Kateel River 20N 14E 29 NE
651244 ZED 93 State Claim 160 acres Kateel River 20N 14E 28 NW
651245 ZED 94 State Claim 160 acres Kateel River 20N 14E 28 NE
651246 ZED 95 State Claim 160 acres Kateel River 20N 14E 27 NW
651247 ZED 96 State Claim 160 acres Kateel River 20N 14E 27 NE
651248 ZED 97 State Claim 160 acres Kateel River 20N 14E 26 NW
651249 ZED 98 State Claim 160 acres Kateel River 20N 14E 26 NE
651250 ZED 99 State Claim 160 acres Kateel River 20N 14E 25 NW
651251 ZED 100 State Claim 160 acres Kateel River 20N 14E 25 NE
651252 ZED 101 State Claim 160 acres Kateel River 20N 15E 30 NW
651253 ZED 102 State Claim 160 acres Kateel River 20N 13E 26 SW
651254 ZED 103 State Claim 160 acres Kateel River 20N 13E 26 SE
651255 ZED 104 State Claim 160 acres Kateel River 20N 13E 25 SW
651256 ZED 105 State Claim 160 acres Kateel River 20N 13E 25 SE
651257 ZED 106 State Claim 160 acres Kateel River 20N 14E 30 SW
651258 ZED 107 State Claim 160 acres Kateel River 20N 14E 30 SE
651259 ZED 108 State Claim 160 acres Kateel River 20N 14E 29 SW
651260 ZED 109 State Claim 160 acres Kateel River 20N 14E 29 SE
651261 ZED 110 State Claim 160 acres Kateel River 20N 14E 28 SW
651262 ZED 111 State Claim 160 acres Kateel River 20N 14E 28 SE
 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

 

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
651263 ZED 112 State Claim 160 acres Kateel River 20N 14E 27 SW
651264 ZED 113 State Claim 160 acres Kateel River 20N 14E 27 SE
651265 ZED 114 State Claim 160 acres Kateel River 20N 14E 26 SW
651266 ZED 115 State Claim 160 acres Kateel River 20N 14E 26 SE
651267 ZED 116 State Claim 160 acres Kateel River 20N 14E 25 SW
651268 ZED 117 State Claim 160 acres Kateel River 20N 14E 25 SE
651269 ZED 118 State Claim 160 acres Kateel River 20N 15E 30 SW
651270 PAL 1 State Claim 40 acres Kateel River 21N 10E 25 NE
651271 PAL 2 State Claim 40 acres Kateel River 21N 10E 25 NE
651272 PAL 3 State Claim 40 acres Kateel River 21N 11E 30 NW
651273 PAL 4 State Claim 40 acres Kateel River 21N 11E 30 NW
651274 PAL 5 State Claim 40 acres Kateel River 21N 11E 30 NE
651275 PAL 6 State Claim 40 acres Kateel River 21N 11E 30 NE
651276 PAL 7 State Claim 40 acres Kateel River 21N 11E 29 NW
651277 PAL 8 State Claim 40 acres Kateel River 21N 11E 29 NW
651278 PAL 9 State Claim 40 acres Kateel River 21N 11E 29 NE
651279 PAL 10 State Claim 40 acres Kateel River 21N 11E 29 NE
651280 PAL 11 State Claim 40 acres Kateel River 21N 11E 28 NW
651289 PAL 20 State Claim 160 acres Kateel River 21N 10E 25 SE
651290 PAL 21 State Claim 160 acres Kateel River 21N 11E 30 SW
651291 PAL 22 State Claim 160 acres Kateel River 21N 11E 30 SE
651292 PAL 23 State Claim 160 acres Kateel River 21N 11E 29 SW
651293 PAL 24 State Claim 160 acres Kateel River 21N 11E 29 SE
651294 PAL 25 State Claim 160 acres Kateel River 21N 11E 28 SW
651296 PAL 27 State Claim 160 acres Kateel River 21N 11E 32 NE
651297 PAL 28 State Claim 160 acres Kateel River 21N 11E 33 NW
651299 GAP 1 State Claim 160 acres Kateel River 22N 8E 28 NW
651300 GAP 2 State Claim 160 acres Kateel River 22N 8E 28 NE
651301 GAP 3 State Claim 160 acres Kateel River 22N 8E 27 NW
651302 GAP 4 State Claim 160 acres Kateel River 22N 8E 27 NE
651303 GAP 5 State Claim 160 acres Kateel River 22N 8E 26 NW
651304 GAP 6 State Claim 160 acres Kateel River 22N 8E 26 NE
651305 GAP 7 State Claim 160 acres Kateel River 22N 8E 25 NW
651306 GAP 8 State Claim 160 acres Kateel River 22N 8E 25 NE
651307 GAP 9 State Claim 160 acres Kateel River 22N 9E 30 NW
651308 GAP 10 State Claim 160 acres Kateel River 22N 9E 30 NE
651309 GAP 11 State Claim 160 acres Kateel River 22N 9E 29 NW
651310 GAP 12 State Claim 160 acres Kateel River 22N 8E 28 SW
651311 GAP 13 State Claim 160 acres Kateel River 22N 8E 28 SE
 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

 

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
651312 GAP 14 State Claim 160 acres Kateel River 22N 8E 27 SW
651313 GAP 15 State Claim 160 acres Kateel River 22N 8E 27 SE
651314 GAP 16 State Claim 160 acres Kateel River 22N 8E 26 SW
651315 GAP 17 State Claim 160 acres Kateel River 22N 8E 26 SE
651316 GAP 18 State Claim 160 acres Kateel River 22N 8E 25 SW
651317 GAP 19 State Claim 160 acres Kateel River 22N 8E 25 SE
651318 GAP 20 State Claim 160 acres Kateel River 22N 9E 30 SW
651319 GAP 21 State Claim 160 acres Kateel River 22N 9E 30 SE
651320 GAP 22 State Claim 160 acres Kateel River 22N 9E 29 SW
651321 GAP 23 State Claim 160 acres Kateel River 22N 9E 29 SE
651322 GAP 24 State Claim 160 acres Kateel River 22N 9E 28 SW
651323 GAP 25 State Claim 160 acres Kateel River 22N 9E 28 SE
651324 GAP 26 State Claim 160 acres Kateel River 22N 9E 27 SW
651325 GAP 27 State Claim 160 acres Kateel River 22N 8E 34 NE
651326 GAP 28 State Claim 160 acres Kateel River 22N 8E 35 NW
651327 GAP 29 State Claim 160 acres Kateel River 22N 8E 35 NE
651328 GAP 30 State Claim 160 acres Kateel River 22N 8E 36 NW
651329 GAP 31 State Claim 160 acres Kateel River 22N 8E 36 NE
651330 GAP 32 State Claim 160 acres Kateel River 22N 9E 31 NW
651331 GAP 33 State Claim 160 acres Kateel River 22N 9E 31 NE
651332 GAP 34 State Claim 160 acres Kateel River 22N 9E 32 NW
651333 GAP 35 State Claim 160 acres Kateel River 22N 9E 32 NE
651334 GAP 36 State Claim 160 acres Kateel River 22N 9E 33 NW
651335 GAP 37 State Claim 160 acres Kateel River 22N 9E 33 NE
651336 GAP 38 State Claim 160 acres Kateel River 22N 9E 34 NW
651337 GAP 39 State Claim 160 acres Kateel River 22N 9E 34 NE
651338 GAP 40 State Claim 160 acres Kateel River 22N 9E 35 NW
651339 GAP 41 State Claim 160 acres Kateel River 22N 9E 35 NE
651340 GAP 42 State Claim 160 acres Kateel River 22N 9E 36 NW
651341 GAP 43 State Claim 160 acres Kateel River 22N 9E 36 NE
651342 GAP 44 State Claim 160 acres Kateel River 22N 10E 31 NW
651343 GAP 45 State Claim 160 acres Kateel River 22N 10E 31 NE
651344 GAP 46 State Claim 160 acres Kateel River 22N 10E 32 NW
651345 GAP 47 State Claim 160 acres Kateel River 22N 10E 32 NE
651346 GAP 48 State Claim 160 acres Kateel River 22N 10E 33 NW
651347 GAP 49 State Claim 160 acres Kateel River 22N 10E 33 NE
651348 GAP 50 State Claim 160 acres Kateel River 22N 10E 34 NW
651349 GAP 51 State Claim 160 acres Kateel River 22N 10E 30 SW
651350 GAP 52 State Claim 160 acres Kateel River 22N 10E 30 SE
 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
651351 GAP 53 State Claim 160 acres Kateel River 22N 10E 29 SW
651352 GAP 54 State Claim 160 acres Kateel River 22N 10E 29 SE
651353 GAP 55 State Claim 160 acres Kateel River 22N 10E 28 SW
651354 GAP 56 State Claim 160 acres Kateel River 22N 10E 28 SE
651355 GAP 57 State Claim 160 acres Kateel River 22N 10E 27 SW
651356 GAP 58 State Claim 160 acres Kateel River 22N 8E 34 SE
651357 GAP 59 State Claim 160 acres Kateel River 22N 8E 35 SW
651358 GAP 60 State Claim 160 acres Kateel River 22N 8E 35 SE
651359 GAP 61 State Claim 160 acres Kateel River 22N 8E 36 SW
651360 GAP 62 State Claim 160 acres Kateel River 22N 8E 36 SE
651361 GAP 63 State Claim 160 acres Kateel River 22N 9E 31 SW
651362 GAP 64 State Claim 160 acres Kateel River 22N 9E 31 SE
651363 GAP 65 State Claim 160 acres Kateel River 22N 9E 32 SW
651364 GAP 66 State Claim 160 acres Kateel River 22N 9E 32 SE
651365 GAP 67 State Claim 160 acres Kateel River 22N 9E 33 SW
651366 GAP 68 State Claim 160 acres Kateel River 22N 9E 33 SE
651367 GAP 69 State Claim 160 acres Kateel River 22N 9E 34 SW
651368 GAP 70 State Claim 160 acres Kateel River 22N 9E 34 SE
651369 GAP 71 State Claim 160 acres Kateel River 22N 9E 35 SW
651370 GAP 72 State Claim 160 acres Kateel River 22N 9E 35 SE
651371 GAP 73 State Claim 160 acres Kateel River 22N 9E 36 SW
651372 GAP 74 State Claim 160 acres Kateel River 22N 9E 36 SE
651373 GAP 75 State Claim 160 acres Kateel River 22N 10E 31 SW
651374 GAP 76 State Claim 160 acres Kateel River 22N 10E 31 SE
651375 GAP 77 State Claim 160 acres Kateel River 22N 10E 32 SW
651376 GAP 78 State Claim 160 acres Kateel River 22N 10E 32 SE
651377 GAP 79 State Claim 160 acres Kateel River 22N 10E 33 SW
651378 GAP 80 State Claim 160 acres Kateel River 22N 10E 33 SE
651379 GAP 81 State Claim 160 acres Kateel River 22N 10E 34 SW
651380 GAP 82 State Claim 160 acres Kateel River 21N 8E 3 NE
651381 GAP 83 State Claim 160 acres Kateel River 21N 8E 2 NW
651382 GAP 84 State Claim 160 acres Kateel River 21N 8E 2 NE
651383 GAP 85 State Claim 160 acres Kateel River 21N 8E 1 NW
651384 GAP 86 State Claim 160 acres Kateel River 21N 8E 1 NE
651385 GAP 87 State Claim 160 acres Kateel River 21N 9E 6 NW
651386 GAP 88 State Claim 160 acres Kateel River 21N 9E 6 NE
651387 GAP 89 State Claim 160 acres Kateel River 21N 9E 2 NW
651388 GAP 90 State Claim 160 acres Kateel River 21N 9E 2 NE
651389 GAP 91 State Claim 160 acres Kateel River 21N 9E 1 NW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
651390 GAP 92 State Claim 160 acres Kateel River 21N 9E 1 NE
651391 GAP 93 State Claim 160 acres Kateel River 21N 10E 6 NW
651392 GAP 94 State Claim 160 acres Kateel River 21N 10E 6 NE
651393 GAP 95 State Claim 160 acres Kateel River 21N 10E 5 NW
651394 GAP 96 State Claim 160 acres Kateel River 21N 10E 5 NE
651395 GAP 97 State Claim 160 acres Kateel River 21N 10E 4 NW
651396 GAP 98 State Claim 160 acres Kateel River 21N 10E 4 NE
651397 GAP 99 State Claim 160 acres Kateel River 21N 10E 3 NW
651398 GAP 100 State Claim 160 acres Kateel River 21N 9E 2 SW
651399 GAP 101 State Claim 160 acres Kateel River 21N 9E 2 SE
651400 GAP 102 State Claim 160 acres Kateel River 21N 9E 1 SW
651401 GAP 103 State Claim 160 acres Kateel River 21N 9E 1 SE
651402 GAP 104 State Claim 160 acres Kateel River 21N 10E 6 SW
651403 GAP 105 State Claim 160 acres Kateel River 21N 10E 6 SE
651404 GAP 106 State Claim 160 acres Kateel River 21N 10E 5 SW
651405 GAP 107 State Claim 160 acres Kateel River 21N 10E 5 SE
651406 GAP 108 State Claim 160 acres Kateel River 21N 10E 4 SW
651407 GAP 109 State Claim 160 acres Kateel River 21N 10E 4 SE
651408 GAP 110 State Claim 160 acres Kateel River 21N 10E 3 SW
651409 GAP 111 State Claim 160 acres Kateel River 21N 10E 3 SE
651410 GAP 112 State Claim 160 acres Kateel River 21N 10E 2 SW
651411 GAP 113 State Claim 160 acres Kateel River 21N 10E 2 SE
651412 GAP 114 State Claim 40 acres Kateel River 21N 9E 11 NW
651413 GAP 115 State Claim 40 acres Kateel River 21N 9E 11 NW
651414 GAP 116 State Claim 40 acres Kateel River 21N 9E 11 NE
651415 GAP 117 State Claim 40 acres Kateel River 21N 9E 11 NE
651416 GAP 118 State Claim 40 acres Kateel River 21N 9E 12 NW
651417 GAP 119 State Claim 40 acres Kateel River 21N 9E 12 NW
651418 GAP 120 State Claim 40 acres Kateel River 21N 9E 12 NE
651419 GAP 121 State Claim 40 acres Kateel River 21N 9E 12 NE
651420 GAP 122 State Claim 40 acres Kateel River 21N 10E 7 NW
651421 GAP 123 State Claim 40 acres Kateel River 21N 10E 7 NW
651422 GAP 124 State Claim 40 acres Kateel River 21N 10E 7 NE
651423 GAP 125 State Claim 40 acres Kateel River 21N 10E 7 NE
651424 GAP 126 State Claim 40 acres Kateel River 21N 10E 8 NW
651425 GAP 127 State Claim 40 acres Kateel River 21N 10E 8 NW
651426 GAP 128 State Claim 40 acres Kateel River 21N 10E 8 NE
651427 GAP 129 State Claim 40 acres Kateel River 21N 10E 8 NE
651428 GAP 130 State Claim 40 acres Kateel River 21N 10E 9 NW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
651429 GAP 131 State Claim 40 acres Kateel River 21N 10E 9 NW
651430 GAP 132 State Claim 40 acres Kateel River 21N 10E 9 NE
651431 GAP 133 State Claim 40 acres Kateel River 21N 10E 9 NE
651432 GAP 134 State Claim 40 acres Kateel River 21N 10E 10 NW
651433 GAP 135 State Claim 40 acres Kateel River 21N 10E 10 NW
651434 GAP 136 State Claim 40 acres Kateel River 21N 10E 10 NE
651435 GAP 137 State Claim 40 acres Kateel River 21N 10E 10 NE
651436 GAP 138 State Claim 40 acres Kateel River 21N 10E 11 NW
651437 GAP 139 State Claim 40 acres Kateel River 21N 10E 11 NW
651438 GAP 140 State Claim 40 acres Kateel River 21N 10E 11 NE
651439 GAP 141 State Claim 40 acres Kateel River 21N 10E 11 NE
651440 GAP 142 State Claim 160 acres Kateel River 21N 9E 5 NW
651441 GAP 143 State Claim 160 acres Kateel River 21N 9E 5 NE
651442 GAP 144 State Claim 160 acres Kateel River 21N 9E 4 NW
651443 GAP 145 State Claim 160 acres Kateel River 21N 9E 4 NE
651444 GAP 146 State Claim 160 acres Kateel River 21N 9E 3 NW
651445 GAP 147 State Claim 160 acres Kateel River 21N 9E 3 NE
651446 GAP 148 State Claim 160 acres Kateel River 21N 8E 3 SE
651447 GAP 149 State Claim 160 acres Kateel River 21N 8E 2 SW
651448 GAP 150 State Claim 160 acres Kateel River 21N 8E 2 SE
651449 GAP 151 State Claim 160 acres Kateel River 21N 8E 1 SW
651450 GAP 152 State Claim 160 acres Kateel River 21N 8E 1 SE
651451 GAP 153 State Claim 160 acres Kateel River 21N 9E 6 SW
651452 GAP 154 State Claim 160 acres Kateel River 21N 9E 6 SE
651453 GAP 155 State Claim 160 acres Kateel River 21N 9E 5 SW
651454 GAP 156 State Claim 160 acres Kateel River 21N 9E 5 SE
651455 GAP 157 State Claim 160 acres Kateel River 21N 9E 4 SW
651456 GAP 158 State Claim 160 acres Kateel River 21N 9E 4 SE
651457 GAP 159 State Claim 160 acres Kateel River 21N 9E 3 SW
651458 GAP 160 State Claim 160 acres Kateel River 21N 9E 3 SE
651459 GAP 161 State Claim 160 acres Kateel River 21N 8E 10 NE
651460 GAP 162 State Claim 160 acres Kateel River 21N 8E 11 NW
651461 GAP 163 State Claim 160 acres Kateel River 21N 8E 11 NE
651462 GAP 164 State Claim 160 acres Kateel River 21N 8E 12 NW
651463 GAP 165 State Claim 160 acres Kateel River 21N 8E 12 NE
651464 GAP 166 State Claim 160 acres Kateel River 21N 9E 7 NW
651465 GAP 167 State Claim 160 acres Kateel River 21N 9E 7 NE
651466 GAP 168 State Claim 160 acres Kateel River 21N 9E 8 NW
651467 GAP 169 State Claim 160 acres Kateel River 21N 9E 8 NE

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
651468 GAP 170 State Claim 160 acres Kateel River 21N 9E 9 NW
651469 GAP 171 State Claim 160 acres Kateel River 21N 9E 9 NE
651470 GAP 172 State Claim 160 acres Kateel River 21N 9E 10 NW
651471 GAP 173 State Claim 160 acres Kateel River 21N 9E 10 NE
651472 GAP 174 State Claim 160 acres Kateel River 21N 8E 10 SE
651473 GAP 175 State Claim 160 acres Kateel River 21N 8E 11 SW
651474 GAP 176 State Claim 160 acres Kateel River 21N 8E 11 SE
651475 GAP 177 State Claim 160 acres Kateel River 21N 8E 12 SW
651476 GAP 178 State Claim 160 acres Kateel River 21N 8E 12 SE
651477 GAP 179 State Claim 160 acres Kateel River 21N 9E 7 SW
651478 GAP 180 State Claim 160 acres Kateel River 21N 9E 7 SE
651479 GAP 181 State Claim 160 acres Kateel River 21N 9E 8 SW
651480 GAP 182 State Claim 160 acres Kateel River 21N 9E 8 SE
651481 GAP 183 State Claim 160 acres Kateel River 21N 9E 9 SW
651482 GAP 184 State Claim 160 acres Kateel River 21N 9E 9 SE
651483 GAP 185 State Claim 160 acres Kateel River 21N 9E 10 SW
651484 GAP 186 State Claim 160 acres Kateel River 21N 9E 10 SE
651485 GAP 187 State Claim 160 acres Kateel River 21N 8E 15 NE
651486 GAP 188 State Claim 160 acres Kateel River 21N 8E 14 NW
651487 GAP 189 State Claim 160 acres Kateel River 21N 8E 14 NE
651488 GAP 190 State Claim 160 acres Kateel River 21N 8E 13 NW
651489 GAP 191 State Claim 160 acres Kateel River 21N 8E 13 NE
651490 GAP 192 State Claim 160 acres Kateel River 21N 9E 18 NW
651491 GAP 193 State Claim 160 acres Kateel River 21N 9E 18 NE
651492 GAP 194 State Claim 160 acres Kateel River 21N 9E 17 NW
651493 GAP 195 State Claim 160 acres Kateel River 21N 9E 17 NE
651494 GAP 196 State Claim 160 acres Kateel River 21N 9E 16 NW
651495 GAP 197 State Claim 160 acres Kateel River 21N 9E 16 NE
651496 GAP 198 State Claim 160 acres Kateel River 21N 9E 15 NW
651497 GAP 199 State Claim 160 acres Kateel River 21N 9E 15 NE
655537 ZED 119 State Claim 160 acres Kateel River 20N 12E 12 NW
655538 ZED 120 State Claim 160 acres Kateel River 20N 12E 12 NE
655539 ZED 121 State Claim 160 acres Kateel River 20N 13E 7 NW
655540 ZED 122 State Claim 160 acres Kateel River 20N 13E 7 SW
655541 ZED 123 State Claim 160 acres Kateel River 20N 13E 7 SE
655542 ZED 124 State Claim 160 acres Kateel River 20N 13E 8 SW
655543 ZED 125 State Claim 160 acres Kateel River 20N 13E 8 SE
655648 KG 1 State Claim 160 acres Kateel River 21N 11E 11 SW
655649 KG 2 State Claim 160 acres Kateel River 21N 11E 11 SE

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
655650 KG 3 State Claim 160 acres Kateel River 21N 11E 14 NW
655651 KG 4 State Claim 160 acres Kateel River 21N 11E 14 NE
655652 KG 5 State Claim 160 acres Kateel River 21N 11E 13 NW
655653 KG 6 State Claim 160 acres Kateel River 21N 11E 13 NE
655654 KG 7 State Claim 160 acres Kateel River 21N 11E 13 SE
655655 KG 8 State Claim 160 acres Kateel River 21N 11E 24 NE
714584 East DH 1 State Claim 160 acres Kateel River 22N 10E 15 SE
714585 East DH 2 State Claim 160 acres Kateel River 22N 10E 22 NE
714586 East DH 3 State Claim 160 acres Kateel River 22N 10E 23 NW
714587 East DH 4 State Claim 160 acres Kateel River 22N 10E 22 SE
714588 East DH 5 State Claim 160 acres Kateel River 22N 10E 23 SW
714589 COBRE 1 State Claim 160 acres Kateel River 22N 7E 2 NW
714590 COBRE 2 State Claim 160 acres Kateel River 22N 7E 2 NE
714591 COBRE 3 State Claim 160 acres Kateel River 22N 7E 1 NW
714592 COBRE 4 State Claim 160 acres Kateel River 22N 7E 1 NE
714593 COBRE 5 State Claim 160 acres Kateel River 22N 8E 6 NW
714594 COBRE 6 State Claim 160 acres Kateel River 22N 8E 6 NE
714595 COBRE 7 State Claim 160 acres Kateel River 22N 8E 5 NW
714596 COBRE 8 State Claim 160 acres Kateel River 22N 8E 5 NE
714597 COBRE 9 State Claim 160 acres Kateel River 22N 7E 2 SW
714598 COBRE 10 State Claim 160 acres Kateel River 22N 7E 2 SE
714599 COBRE 11 State Claim 160 acres Kateel River 22N 7E 1 SW
714600 COBRE 12 State Claim 160 acres Kateel River 22N 7E 1 SE
714601 COBRE 13 State Claim 160 acres Kateel River 22N 8E 6 SW
714602 COBRE 14 State Claim 160 acres Kateel River 22N 8E 6 SE
714603 COBRE 15 State Claim 160 acres Kateel River 22N 8E 5 SW
714604 COBRE 16 State Claim 160 acres Kateel River 22N 8E 5 SE
714605 COBRE 17 State Claim 160 acres Kateel River 22N 7E 11 NW
714606 COBRE 18 State Claim 160 acres Kateel River 22N 7E 11 NE
714607 COBRE 19 State Claim 160 acres Kateel River 22N 7E 12 NW
714608 COBRE 20 State Claim 160 acres Kateel River 22N 7E 12 NE
714609 COBRE 21 State Claim 160 acres Kateel River 22N 8E 7 NW
714610 COBRE 22 State Claim 160 acres Kateel River 22N 8E 7 NE
714611 COBRE 23 State Claim 160 acres Kateel River 22N 8E 8 NW
714612 COBRE 24 State Claim 160 acres Kateel River 22N 8E 8 NE
714613 COBRE 25 State Claim 160 acres Kateel River 22N 8E 9 NW
714614 COBRE 26 State Claim 160 acres Kateel River 22N 8E 9 NE
714615 COBRE 27 State Claim 160 acres Kateel River 22N 8E 7 SE
714616 COBRE 28 State Claim 160 acres Kateel River 22N 8E 8 SW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
714617 COBRE 29 State Claim 160 acres Kateel River 22N 8E 8 SE
714618 COBRE 30 State Claim 160 acres Kateel River 22N 8E 9 SW
714619 COBRE 31 State Claim 160 acres Kateel River 22N 8E 9 SE
714620 COBRE 32 State Claim 160 acres Kateel River 22N 8E 17 NW
714621 COBRE 33 State Claim 160 acres Kateel River 22N 8E 17 NE
714622 COBRE 34 State Claim 160 acres Kateel River 22N 8E 16 NW
714623 COBRE 35 State Claim 160 acres Kateel River 22N 8E 16 NE
714624 COBRE 36 State Claim 160 acres Kateel River 22N 8E 15 NW
714625 COBRE 37 State Claim 160 acres Kateel River 22N 8E 15 NE
714626 COBRE 38 State Claim 160 acres Kateel River 22N 8E 17 SE
714627 COBRE 39 State Claim 160 acres Kateel River 22N 8E 16 SW
714628 COBRE 40 State Claim 160 acres Kateel River 22N 8E 16 SE
714629 COBRE 41 State Claim 160 acres Kateel River 22N 8E 15 SW
714630 COBRE 42 State Claim 160 acres Kateel River 22N 8E 15 SE
714631 COBRE 43 State Claim 160 acres Kateel River 22N 8E 21 NW
714632 COBRE 44 State Claim 160 acres Kateel River 22N 8E 21 NE
714633 COBRE 45 State Claim 160 acres Kateel River 22N 8E 22 NW
714634 COBRE 46 State Claim 160 acres Kateel River 22N 8E 22 NE
714635 COBRE 47 State Claim 160 acres Kateel River 22N 8E 23 NW
714636 COBRE 48 State Claim 160 acres Kateel River 22N 8E 23 NE
714637 COBRE 49 State Claim 160 acres Kateel River 22N 8E 21 SW
714638 COBRE 50 State Claim 160 acres Kateel River 22N 8E 21 SE
714639 COBRE 51 State Claim 160 acres Kateel River 22N 8E 22 SW
714640 COBRE 52 State Claim 160 acres Kateel River 22N 8E 22 SE
714641 COBRE 53 State Claim 160 acres Kateel River 22N 8E 23 SW
714642 COBRE 54 State Claim 160 acres Kateel River 22N 8E 23 SE
714643 West Horse 1 State Claim 160 acres Kateel River 22N 9E 12 SW
714644 West Horse 2 State Claim 160 acres Kateel River 22N 9E 12 SE
714645 West Horse 3 State Claim 160 acres Kateel River 22N 10E 7 SW
714646 West Horse 4 State Claim 160 acres Kateel River 22N 10E 7 SE
714647 West Horse 5 State Claim 160 acres Kateel River 22N 10E 8 SW
714648 West Horse 6 State Claim 160 acres Kateel River 22N 9E 13 NW
714649 West Horse 7 State Claim 160 acres Kateel River 22N 9E 13 NE
714650 West Horse 8 State Claim 160 acres Kateel River 22N 9E 13 SW
714651 West Horse 9 State Claim 160 acres Kateel River 22N 9E 13 SE
714652 West Horse 10 State Claim 160 acres Kateel River 22N 9E 24 NW
714653 West Horse 11 State Claim 160 acres Kateel River 22N 9E 24 NE
714654 West Horse 12 State Claim 160 acres Kateel River 22N 9E 24 SW
714655 West Horse 13 State Claim 160 acres Kateel River 22N 9E 24 SE

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
714656 West Horse 14 State Claim 160 acres Kateel River 22N 9E 27 NE
714657 West Horse 15 State Claim 160 acres Kateel River 22N 9E 26 NW
714658 West Horse 16 State Claim 160 acres Kateel River 22N 9E 26 NE
714659 West Horse 17 State Claim 160 acres Kateel River 22N 9E 25 NW
714660 West Horse 18 State Claim 160 acres Kateel River 22N 9E 25 NE
714661 West Horse 19 State Claim 160 acres Kateel River 22N 9E 27 SE
714662 West Horse 20 State Claim 160 acres Kateel River 22N 9E 26 SW
714663 West Horse 21 State Claim 160 acres Kateel River 22N 9E 26 SE
714664 West Horse 22 State Claim 160 acres Kateel River 22N 9E 25 SW
714665 West Horse 23 State Claim 160 acres Kateel River 22N 9E 25 SE
714748 AM 37-225 State Claim 40 acres Kateel River 20N 12E 16 SW
714749 AM 38-225 State Claim 40 acres Kateel River 20N 12E 16 SW
714750 AM 39-225 State Claim 40 acres Kateel River 20N 12E 16 NW
714751 AM 40-225 State Claim 40 acres Kateel River 20N 12E 16 NW
714752 AM 41-223 State Claim 40 acres Kateel River 20N 12E 8 SE
714753 AM 41-224 State Claim 40 acres Kateel River 20N 12E 8 SE
714754 AM 43-219 State Claim 40 acres Kateel River 20N 12E 7 NE
714755 AM 43-220 State Claim 40 acres Kateel River 20N 12E 7 NE
714756 AM 38-217 State Claim 160 acres Kateel River 20N 12E 18 SW
714757 AM 38-219 State Claim 160 acres Kateel River 20N 12E 18 SE
714758 AM 38-221 State Claim 160 acres Kateel River 20N 12E 17 SW
714759 AM 38-223 State Claim 160 acres Kateel River 20N 12E 17 SE
714760 AM 42-219 State Claim 160 acres Kateel River 20N 12E 7 SE
714761 AM 42-221 State Claim 160 acres Kateel River 20N 12E 8 SW
714762 AM 44-217 State Claim 160 acres Kateel River 20N 12E 7 NW
714763 AM 40-217 State Claim 160 acres Kateel River 20N 12E 18 NW
714764 AM 40-219 State Claim 160 acres Kateel River 20N 12E 18 NE
714765 AM 40-221 State Claim 160 acres Kateel River 20N 12E 17 NW
714766 AM 40-223 State Claim 160 acres Kateel River 20N 12E 17 NE
714767 AM 42-217 State Claim 160 acres Kateel River 20N 12E 7 SW
714768 KG 9 State Claim 160 acres Kateel River 21N 12E 19 NW
714769 KG 10 State Claim 160 acres Kateel River 21N 12E 19 NE
714770 KG 11 State Claim 160 acres Kateel River 21N 12E 19 SW
714771 KG 12 State Claim 160 acres Kateel River 21N 12E 19 SE
715147 Cobre 55 State Claim 160 acres Kateel River 23N 7E 14 SW
715148 Cobre 56 State Claim 160 acres Kateel River 23N 7E 14 SE
715149 Cobre 57 State Claim 160 acres Kateel River 23N 7E 13 SW
715150 Cobre 58 State Claim 160 acres Kateel River 23N 7E 23 NW
715151 Cobre 59 State Claim 160 acres Kateel River 23N 7E 23 NE

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
715152 Cobre 60 State Claim 160 acres Kateel River 23N 7E 24 NW
715153 Cobre 61 State Claim 160 acres Kateel River 23N 7E 24 NE
715154 Cobre 62 State Claim 160 acres Kateel River 23N 8E 19 NW
715155 Cobre 63 State Claim 160 acres Kateel River 23N 7E 23 SE
715156 Cobre 64 State Claim 160 acres Kateel River 23N 7E 24 SW
715157 Cobre 65 State Claim 160 acres Kateel River 23N 7E 24 SE
715158 Cobre 66 State Claim 160 acres Kateel River 23N 8E 19 SW
715159 Cobre 67 State Claim 160 acres Kateel River 23N 8E 19 SE
715160 Cobre 68 State Claim 160 acres Kateel River 23N 7E 26 NE
715161 Cobre 69 State Claim 160 acres Kateel River 23N 7E 25 NW
715162 Cobre 70 State Claim 160 acres Kateel River 23N 7E 25 NE
715163 Cobre 71 State Claim 160 acres Kateel River 23N 8E 30 NW
715164 Cobre 72 State Claim 160 acres Kateel River 23N 8E 30 NE
715165 Cobre 73 State Claim 160 acres Kateel River 23N 8E 29 NW
715166 Cobre 74 State Claim 160 acres Kateel River 23N 8E 29 NE
715167 Cobre 75 State Claim 160 acres Kateel River 23N 7E 26 SE
715168 Cobre 76 State Claim 160 acres Kateel River 23N 7E 25 SW
715169 Cobre 77 State Claim 160 acres Kateel River 23N 7E 25 SE
715170 Cobre 78 State Claim 160 acres Kateel River 23N 8E 30 SW
715171 Cobre 79 State Claim 160 acres Kateel River 23N 8E 30 SE
715172 Cobre 80 State Claim 160 acres Kateel River 23N 8E 29 SW
715173 Cobre 81 State Claim 160 acres Kateel River 23N 8E 29 SE
715174 Cobre 82 State Claim 160 acres Kateel River 23N 7E 36 NW
715175 Cobre 83 State Claim 160 acres Kateel River 23N 7E 36 NE
715176 Cobre 84 State Claim 160 acres Kateel River 23N 8E 31 NW
715177 Cobre 85 State Claim 160 acres Kateel River 23N 8E 31 NE
715178 Cobre 86 State Claim 160 acres Kateel River 23N 8E 32 NW
715179 Cobre 87 State Claim 160 acres Kateel River 23N 8E 32 NE
715180 Cobre 88 State Claim 160 acres Kateel River 23N 8E 31 SE
715181 Cobre 89 State Claim 160 acres Kateel River 23N 8E 32 SW
715182 Cobre 90 State Claim 160 acres Kateel River 23N 8E 32 SE
622359 Eggplant 1 State Claim 40 acres Kateel River 21N 10E 26 NW
622360 Eggplant 2 State Claim 40 acres Kateel River 21N 10E 26 NW
622361 Eggplant 3 State Claim 40 acres Kateel River 21N 10E 26 NE
622362 Eggplant 4 State Claim 40 acres Kateel River 21N 10E 26 NE
622363 Eggplant 5 State Claim 40 acres Kateel River 21N 10E 25 NW
622364 Eggplant 6 State Claim 40 acres Kateel River 21N 10E 25 NW
622365 Eggplant 7 State Claim 160 acres Kateel River 21N 10E 26 SW
622366 Eggplant 8 State Claim 160 acres Kateel River 21N 10E 26 SE

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
622367 Eggplant 9 State Claim 160 acres Kateel River 21N 10E 25 SW
622368 Eggplant 10 State Claim 160 acres Kateel River 21N 10E 34 NW
622369 Eggplant 11 State Claim 160 acres Kateel River 21N 10E 34 NE
622370 Eggplant 12 State Claim 160 acres Kateel River 21N 10E 35 NW
622371 Eggplant 13 State Claim 160 acres Kateel River 21N 10E 35 NE
622372 Eggplant 14 State Claim 160 acres Kateel River 21N 10E 36 NW
622373 Eggplant 15 State Claim 160 acres Kateel River 21N 10E 36 NE
622374 Eggplant 16 State Claim 160 acres Kateel River 21N 11E 31 NW
622375 Eggplant 17 State Claim 160 acres Kateel River 21N 11E 31 NE
622376 Eggplant 18 State Claim 160 acres Kateel River 21N 11E 32 NW
622377 Eggplant 19 State Claim 160 acres Kateel River 21N 10E 34 SW
622378 Eggplant 20 State Claim 160 acres Kateel River 21N 10E 34 SE
622379 Eggplant 21 State Claim 160 acres Kateel River 21N 10E 35 SW
622380 Eggplant 22 State Claim 160 acres Kateel River 21N 10E 35 SE
622381 Eggplant 23 State Claim 160 acres Kateel River 21N 10E 36 SW
622382 Eggplant 24 State Claim 160 acres Kateel River 21N 10E 36 SE
622383 Eggplant 25 State Claim 160 acres Kateel River 21N 11E 31 SW
622384 Eggplant 26 State Claim 160 acres Kateel River 21N 11E 31 SE
622385 Eggplant 27 State Claim 160 acres Kateel River 21N 11E 32 SW
622386 Eggplant 28 State Claim 160 acres Kateel River 21N 11E 32 SE
622387 Eggplant 29 State Claim 40 acres Kateel River 21N 11E 33 SW
622388 Eggplant 30 State Claim 40 acres Kateel River 21N 11E 33 SW
626222 LUK 1 State Claim 160 acres Kateel River 22N 10E 8 NW
626223 LUK 2 State Claim 160 acres Kateel River 22N 10E 8 NE
626224 LUK 3 State Claim 160 acres Kateel River 22N 10E 9 NW
626225 LUK 4 State Claim 160 acres Kateel River 22N 10E 9 NE
626226 LUK 5 State Claim 160 acres Kateel River 22N 10E 10 NW
626227 LUK 6 State Claim 160 acres Kateel River 22N 10E 10 NE
626228 LUK 7 State Claim 160 acres Kateel River 22N 10E 11 NW
626229 LUK 8 State Claim 160 acres Kateel River 22N 10E 11 NE
626230 LUK 9 State Claim 160 acres Kateel River 22N 10E 8 SE
626231 LUK 10 State Claim 160 acres Kateel River 22N 10E 9 SW
626232 LUK 11 State Claim 160 acres Kateel River 22N 10E 9 SE
626233 LUK 12 State Claim 160 acres Kateel River 22N 10E 10 SW
626234 LUK 13 State Claim 160 acres Kateel River 22N 10E 10 SE
626235 LUK 14 State Claim 160 acres Kateel River 22N 10E 11 SW
626236 LUK 15 State Claim 160 acres Kateel River 22N 10E 11 SE
626237 LUK 16 State Claim 160 acres Kateel River 22N 10E 15 NE
626238 LUK 17 State Claim 160 acres Kateel River 22N 10E 14 NW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

  

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
626239 LUK 18 State Claim 160 acres Kateel River 22N 10E 14 NE
626240 LUK 19 State Claim 160 acres Kateel River 22N 10E 13 NW
626241 LUK 20 State Claim 160 acres Kateel River 22N 10E 13 NE
626242 LUK 21 State Claim 160 acres Kateel River 22N 10E 14 SW
626243 LUK 22 State Claim 160 acres Kateel River 22N 10E 14 SE
626244 LUK 23 State Claim 160 acres Kateel River 22N 10E 13 SW
626245 LUK 24 State Claim 160 acres Kateel River 22N 10E 13 SE
626246 LUK 25 State Claim 160 acres Kateel River 22N 10E 23 NE
626247 LUK 26 State Claim 160 acres Kateel River 22N 10E 24 NW
626248 LUK 27 State Claim 160 acres Kateel River 22N 10E 24 NE
626249 LUK 28 State Claim 160 acres Kateel River 22N 11E 19 NW
626250 LUK 29 State Claim 160 acres Kateel River 22N 11E 19 NE
626251 LUK 30 State Claim 160 acres Kateel River 22N 10E 23 SE
626252 LUK 31 State Claim 160 acres Kateel River 22N 10E 24 SW
626253 LUK 32 State Claim 160 acres Kateel River 22N 10E 24 SE
626254 LUK 33 State Claim 160 acres Kateel River 22N 11E 19 SW
626255 LUK 34 State Claim 160 acres Kateel River 22N 11E 19 SE
626256 LUK 35 State Claim 160 acres Kateel River 22N 10E 27 NE
626257 LUK 36 State Claim 160 acres Kateel River 22N 10E 26 NW
626258 LUK 37 State Claim 160 acres Kateel River 22N 10E 26 NE
626259 LUK 38 State Claim 160 acres Kateel River 22N 10E 25 NW
626260 LUK 39 State Claim 160 acres Kateel River 22N 10E 25 NE
626261 LUK 40 State Claim 160 acres Kateel River 22N 11E 30 NW
626262 LUK 41 State Claim 160 acres Kateel River 22N 11E 30 NE
626263 LUK 42 State Claim 160 acres Kateel River 22N 11E 29 NW
626264 LUK 43 State Claim 160 acres Kateel River 22N 11E 29 NE
626265 LUK 44 State Claim 160 acres Kateel River 22N 11E 28 NW
626266 LUK 45 State Claim 160 acres Kateel River 22N 11E 28 NE
626267 LUK 46 State Claim 160 acres Kateel River 22N 10E 27 SE
626268 LUK 47 State Claim 160 acres Kateel River 22N 10E 26 SW
626269 LUK 48 State Claim 160 acres Kateel River 22N 10E 26 SE
626270 LUK 49 State Claim 160 acres Kateel River 22N 10E 25 SW
626271 LUK 50 State Claim 160 acres Kateel River 22N 10E 25 SE
626272 LUK 51 State Claim 160 acres Kateel River 22N 11E 30 SW
626273 LUK 52 State Claim 160 acres Kateel River 22N 11E 30 SE
626274 LUK 53 State Claim 160 acres Kateel River 22N 11E 29 SW
626275 LUK 54 State Claim 160 acres Kateel River 22N 11E 29 SE
626276 LUK 55 State Claim 160 acres Kateel River 22N 11E 28 SW
626277 LUK 56 State Claim 160 acres Kateel River 22N 11E 28 SE

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
626278 LUK 57 State Claim 160 acres Kateel River 22N 10E 34 NE
626279 LUK 58 State Claim 160 acres Kateel River 22N 10E 35 NW
626280 LUK 59 State Claim 160 acres Kateel River 22N 10E 35 NE
626281 LUK 60 State Claim 160 acres Kateel River 22N 10E 36 NW
626282 LUK 61 State Claim 160 acres Kateel River 22N 10E 36 NE
626283 LUK 62 State Claim 160 acres Kateel River 22N 11E 31 NW
626284 LUK 63 State Claim 160 acres Kateel River 22N 11E 31 NE
626285 LUK 64 State Claim 160 acres Kateel River 22N 11E 32 NW
626286 LUK 65 State Claim 160 acres Kateel River 22N 11E 32 NE
626287 LUK 66 State Claim 160 acres Kateel River 22N 11E 33 NW
626288 LUK 67 State Claim 160 acres Kateel River 22N 11E 33 NE
626289 LUK 68 State Claim 160 acres Kateel River 22N 11E 34 NW
626290 LUK 69 State Claim 160 acres Kateel River 22N 11E 34 NE
626291 LUK 70 State Claim 160 acres Kateel River 22N 11E 35 NW
626292 LUK 71 State Claim 160 acres Kateel River 22N 11E 35 NE
626293 LUK 72 State Claim 160 acres Kateel River 22N 11E 36 NW
626294 LUK 73 State Claim 160 acres Kateel River 22N 11E 36 NE
626295 LUK 74 State Claim 160 acres Kateel River 22N 10E 34 SE
626296 LUK 75 State Claim 160 acres Kateel River 22N 10E 35 SW
626297 LUK 76 State Claim 160 acres Kateel River 22N 10E 35 SE
626298 LUK 77 State Claim 160 acres Kateel River 22N 10E 36 SW
626299 LUK 78 State Claim 160 acres Kateel River 22N 10E 36 SE
626300 LUK 79 State Claim 160 acres Kateel River 22N 11E 31 SW
626301 LUK 80 State Claim 160 acres Kateel River 22N 11E 31 SE
626302 LUK 81 State Claim 160 acres Kateel River 22N 11E 32 SW
626303 LUK 82 State Claim 160 acres Kateel River 22N 11E 32 SE
626304 LUK 83 State Claim 160 acres Kateel River 22N 11E 33 SW
626305 LUK 84 State Claim 160 acres Kateel River 22N 11E 33 SE
626306 LUK 85 State Claim 160 acres Kateel River 22N 11E 34 SW
626307 LUK 86 State Claim 160 acres Kateel River 22N 11E 34 SE
626308 LUK 87 State Claim 160 acres Kateel River 22N 11E 35 SW
626309 LUK 88 State Claim 160 acres Kateel River 22N 11E 35 SE
626310 LUK 89 State Claim 160 acres Kateel River 22N 11E 36 SW
626311 LUK 90 State Claim 160 acres Kateel River 22N 11E 36 SE
626312 LUK 91 State Claim 160 acres Kateel River 21N 10E 3 NE
626313 LUK 92 State Claim 160 acres Kateel River 21N 10E 2 NW
626314 LUK 93 State Claim 160 acres Kateel River 21N 10E 2 NE
626315 LUK 94 State Claim 160 acres Kateel River 21N 10E 1 NW
626316 LUK 95 State Claim 160 acres Kateel River 21N 10E 1 NE

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

  

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
626317 LUK 96 State Claim 160 acres Kateel River 21N 11E 6 NW
626318 LUK 97 State Claim 160 acres Kateel River 21N 11E 6 NE
626319 LUK 98 State Claim 160 acres Kateel River 21N 11E 5 NW
626320 LUK 99 State Claim 160 acres Kateel River 21N 11E 5 NE
626321 LUK 100 State Claim 160 acres Kateel River 21N 11E 4 NW
626322 LUK 101 State Claim 160 acres Kateel River 21N 11E 4 NE
626323 LUK 102 State Claim 160 acres Kateel River 21N 11E 3 NW
626324 LUK 103 State Claim 160 acres Kateel River 21N 11E 3 NE
626325 LUK 104 State Claim 160 acres Kateel River 21N 11E 2 NW
626326 LUK 105 State Claim 160 acres Kateel River 21N 11E 2 NE
626327 LUK 106 State Claim 160 acres Kateel River 21N 11E 1 NW
626328 LUK 107 State Claim 160 acres Kateel River 21N 11E 1 NE
626329 LUK 108 State Claim 160 acres Kateel River 21N 12E 6 NW
626330 LUK 109 State Claim 160 acres Kateel River 21N 12E 6 NE
626331 LUK 110 State Claim 160 acres Kateel River 21N 10E 1 SW
626332 LUK 111 State Claim 160 acres Kateel River 21N 10E 1 SE
626333 LUK 112 State Claim 160 acres Kateel River 21N 11E 6 SW
626334 LUK 113 State Claim 160 acres Kateel River 21N 11E 6 SE
626335 LUK 114 State Claim 160 acres Kateel River 21N 11E 5 SW
626336 LUK 115 State Claim 160 acres Kateel River 21N 11E 5 SE
626337 LUK 116 State Claim 160 acres Kateel River 21N 11E 4 SW
626338 LUK 117 State Claim 40 acres Kateel River 21N 11E 4 NW of SE
626339 LUK 118 State Claim 40 acres Kateel River 21N 11E 4 SW of SE
626340 LUK 119 State Claim 40 acres Kateel River 21N 11E 4 NE of SE
626341 LUK 120 State Claim 40 acres Kateel River 21N 11E 3 NW of SW
626342 LUK 121 State Claim 40 acres Kateel River 21N 11E 3 NE of SW
626343 LUK 122 State Claim 40 acres Kateel River 21N 11E 3 NW of SE
626344 LUK 123 State Claim 40 acres Kateel River 21N 11E 3 NE of SE
626345 LUK 124 State Claim 160 acres Kateel River 21N 11E 2 SW
626346 LUK 125 State Claim 160 acres Kateel River 21N 11E 2 SE
626347 LUK 126 State Claim 160 acres Kateel River 21N 11E 1 SW
626348 LUK 127 State Claim 160 acres Kateel River 21N 11E 1 SE
626349 LUK 128 State Claim 160 acres Kateel River 21N 12E 6 SW
626350 LUK 129 State Claim 160 acres Kateel River 21N 12E 6 SE
626351 LUK 130 State Claim 40 acres Kateel River 21N 10E 12 NW of NW
626352 LUK 131 State Claim 40 acres Kateel River 21N 10E 12 NE of NW
626353 LUK 132 State Claim 40 acres Kateel River 21N 10E 12 NW of NE
626354 LUK 133 State Claim 40 acres Kateel River 21N 10E 12 NE of NE
626355 LUK 134 State Claim 40 acres Kateel River 21N 11E 7 NW of NW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
626356 LUK 135 State Claim 40 acres Kateel River 21N 11E 7 NE of NW
626357 LUK 136 State Claim 40 acres Kateel River 21N 11E 7 NW of NE
626358 LUK 137 State Claim 40 acres Kateel River 21N 11E 7 NE of NE
626359 LUK 138 State Claim 40 acres Kateel River 21N 11E 8 NW of NW
626360 LUK 139 State Claim 40 acres Kateel River 21N 11E 8 NE of NW
626361 LUK 140 State Claim 40 acres Kateel River 21N 11E 8 NW of NE
626362 LUK 141 State Claim 40 acres Kateel River 21N 11E 8 NE of NE
626363 LUK 142 State Claim 40 acres Kateel River 21N 11E 9 NW of NW
626364 LUK 143 State Claim 40 acres Kateel River 21N 11E 9 NE of NW
626365 LUK 144 State Claim 40 acres Kateel River 21N 11E 9 NW of NE
626366 LUK 145 State Claim 160 acres Kateel River 21N 11E 11 NW
626367 LUK 146 State Claim 160 acres Kateel River 21N 11E 11 NE
626368 LUK 147 State Claim 160 acres Kateel River 21N 11E 12 NW
626369 LUK 148 State Claim 160 acres Kateel River 21N 11E 12 NE
626370 LUK 149 State Claim 160 acres Kateel River 21N 12E 7 NW
626371 LUK 150 State Claim 160 acres Kateel River 21N 12E 7 NE
626372 LUK 151 State Claim 160 acres Kateel River 21N 11E 12 SW
626373 LUK 152 State Claim 160 acres Kateel River 21N 11E 12 SE
626374 LUK 153 State Claim 160 acres Kateel River 21N 12E 7 SW
626375 LUK 154 State Claim 160 acres Kateel River 21N 12E 7 SE
626376 LUK 155 State Claim 160 acres Kateel River 21N 12E 18 NW
626377 LUK 156 State Claim 160 acres Kateel River 21N 12E 18 NE
626378 LUK 157 State Claim 160 acres Kateel River 21N 12E 17 NW
626379 LUK 158 State Claim 160 acres Kateel River 21N 12E 17 NE
626380 LUK 159 State Claim 160 acres Kateel River 21N 12E 16 NW
626381 LUK 160 State Claim 160 acres Kateel River 21N 12E 16 NE
626382 LUK 161 State Claim 160 acres Kateel River 21N 12E 15 NW
626383 LUK 162 State Claim 160 acres Kateel River 21N 12E 15 NE
626384 LUK 163 State Claim 160 acres Kateel River 21N 12E 14 NW
626385 LUK 164 State Claim 160 acres Kateel River 21N 12E 14 NE
626386 LUK 165 State Claim 160 acres Kateel River 21N 12E 18 SW
626387 LUK 166 State Claim 160 acres Kateel River 21N 12E 18 SE
626388 LUK 167 State Claim 160 acres Kateel River 21N 12E 17 SW
626389 LUK 168 State Claim 160 acres Kateel River 21N 12E 17 SE
626390 LUK 169 State Claim 160 acres Kateel River 21N 12E 16 SW
626391 LUK 170 State Claim 160 acres Kateel River 21N 12E 16 SE
626392 LUK 171 State Claim 160 acres Kateel River 21N 12E 15 SW
626393 LUK 172 State Claim 160 acres Kateel River 21N 12E 15 SE
626394 LUK 173 State Claim 160 acres Kateel River 21N 12E 14 SW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
626395 LUK 174 State Claim 160 acres Kateel River 21N 12E 14 SE
626396 LUK 175 State Claim 160 acres Kateel River 21N 12E 20 NW
626397 LUK 176 State Claim 160 acres Kateel River 21N 12E 20 NE
626398 LUK 177 State Claim 160 acres Kateel River 21N 12E 21 NW
626399 LUK 178 State Claim 160 acres Kateel River 21N 12E 21 NE
626400 LUK 179 State Claim 160 acres Kateel River 21N 12E 22 NW
626401 LUK 180 State Claim 160 acres Kateel River 21N 12E 22 NE
626402 LUK 181 State Claim 160 acres Kateel River 21N 12E 23 NW
626403 LUK 182 State Claim 160 acres Kateel River 21N 12E 23 NE
626404 LUK 183 State Claim 160 acres Kateel River 21N 12E 24 NW
626405 LUK 184 State Claim 160 acres Kateel River 21N 12E 24 NE
626406 LUK 185 State Claim 160 acres Kateel River 21N 13E 19 NW
626407 LUK 186 State Claim 160 acres Kateel River 21N 13E 19 NE
626408 LUK 187 State Claim 160 acres Kateel River 21N 12E 20 SW
626409 LUK 188 State Claim 160 acres Kateel River 21N 12E 20 SE
626410 LUK 189 State Claim 160 acres Kateel River 21N 12E 21 SW
626411 LUK 190 State Claim 160 acres Kateel River 21N 12E 21 SE
626412 LUK 191 State Claim 160 acres Kateel River 21N 12E 22 SW
626413 LUK 192 State Claim 160 acres Kateel River 21N 12E 22 SE
626414 LUK 193 State Claim 160 acres Kateel River 21N 12E 23 SW
626415 LUK 194 State Claim 160 acres Kateel River 21N 12E 23 SE
626416 LUK 195 State Claim 160 acres Kateel River 21N 12E 24 SW
626417 LUK 196 State Claim 160 acres Kateel River 21N 12E 24 SE
626418 LUK 197 State Claim 160 acres Kateel River 21N 13E 19 SW
626419 LUK 198 State Claim 160 acres Kateel River 21N 13E 19 SE
626420 LUK 199 State Claim 160 acres Kateel River 21N 12E 29 NW
626421 LUK 200 State Claim 160 acres Kateel River 21N 12E 29 NE
626422 LUK 201 State Claim 160 acres Kateel River 21N 12E 28 NW
626423 LUK 202 State Claim 160 acres Kateel River 21N 12E 28 NE
626424 LUK 203 State Claim 160 acres Kateel River 21N 12E 27 NW
626425 LUK 204 State Claim 160 acres Kateel River 21N 12E 27 NE
626426 LUK 205 State Claim 160 acres Kateel River 21N 12E 26 NW
626427 LUK 206 State Claim 160 acres Kateel River 21N 12E 26 NE
626428 LUK 207 State Claim 160 acres Kateel River 21N 12E 25 NW
626429 LUK 208 State Claim 160 acres Kateel River 21N 12E 25 NE
626430 LUK 209 State Claim 160 acres Kateel River 21N 13E 30 NW
626431 LUK 210 State Claim 160 acres Kateel River 21N 13E 30 NE
626432 LUK 211 State Claim 160 acres Kateel River 21N 13E 29 NW
626433 LUK 212 State Claim 160 acres Kateel River 21N 13E 29 NE

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

   

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
626434 LUK 213 State Claim 160 acres Kateel River 21N 13E 28 NW
626435 LUK 214 State Claim 160 acres Kateel River 21N 13E 28 NE
626436 LUK 215 State Claim 160 acres Kateel River 21N 12E 29 SW
626437 LUK 216 State Claim 160 acres Kateel River 21N 12E 29 SE
626438 LUK 217 State Claim 160 acres Kateel River 21N 12E 28 SW
626439 LUK 218 State Claim 160 acres Kateel River 21N 12E 28 SE
626440 LUK 219 State Claim 160 acres Kateel River 21N 12E 27 SW
626441 LUK 220 State Claim 160 acres Kateel River 21N 12E 27 SE
626442 LUK 221 State Claim 160 acres Kateel River 21N 12E 26 SW
626443 LUK 222 State Claim 160 acres Kateel River 21N 12E 26 SE
626444 LUK 223 State Claim 160 acres Kateel River 21N 12E 25 SW
626445 LUK 224 State Claim 160 acres Kateel River 21N 12E 25 SE
626446 LUK 225 State Claim 160 acres Kateel River 21N 13E 30 SW
626447 LUK 226 State Claim 160 acres Kateel River 21N 13E 30 SE
626448 LUK 227 State Claim 160 acres Kateel River 21N 13E 29 SW
626449 LUK 228 State Claim 160 acres Kateel River 21N 13E 29 SE
626450 LUK 229 State Claim 160 acres Kateel River 21N 13E 28 SW
626451 LUK 230 State Claim 160 acres Kateel River 21N 13E 28 SE
626452 LUK 231 State Claim 160 acres Kateel River 21N 12E 33 NE
626453 LUK 232 State Claim 160 acres Kateel River 21N 12E 34 NW
626454 LUK 233 State Claim 160 acres Kateel River 21N 12E 34 NE
626455 LUK 234 State Claim 160 acres Kateel River 21N 12E 35 NW
626456 LUK 235 State Claim 160 acres Kateel River 21N 12E 35 NE
626457 LUK 236 State Claim 160 acres Kateel River 21N 12E 36 NW
626458 LUK 237 State Claim 160 acres Kateel River 21N 12E 36 NE
626459 LUK 238 State Claim 160 acres Kateel River 21N 13E 31 NW
626460 LUK 239 State Claim 160 acres Kateel River 21N 13E 31 NE
626461 LUK 240 State Claim 160 acres Kateel River 21N 13E 32 NW
626462 LUK 241 State Claim 160 acres Kateel River 21N 13E 32 NE
626463 LUK 242 State Claim 160 acres Kateel River 21N 13E 33 NW
626464 LUK 243 State Claim 160 acres Kateel River 21N 13E 33 NE
626465 LUK 244 State Claim 160 acres Kateel River 21N 13E 34 NW
626466 LUK 245 State Claim 160 acres Kateel River 21N 13E 34 NE
626467 LUK 246 State Claim 160 acres Kateel River 21N 13E 35 NW
626468 LUK 247 State Claim 160 acres Kateel River 21N 13E 35 NE
626469 LUK 248 State Claim 160 acres Kateel River 21N 12E 33 SE
626470 LUK 249 State Claim 160 acres Kateel River 21N 12E 34 SW
626471 LUK 250 State Claim 160 acres Kateel River 21N 12E 34 SE
626472 LUK 251 State Claim 160 acres Kateel River 21N 12E 35 SW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

 

  

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
626473 LUK 252 State Claim 160 acres Kateel River 21N 12E 35 SE
626474 LUK 253 State Claim 160 acres Kateel River 21N 12E 36 SW
626475 LUK 254 State Claim 160 acres Kateel River 21N 12E 36 SE
626476 LUK 255 State Claim 160 acres Kateel River 21N 13E 31 SW
626477 LUK 256 State Claim 160 acres Kateel River 21N 13E 31 SE
626478 LUK 257 State Claim 160 acres Kateel River 21N 13E 32 SW
626479 LUK 258 State Claim 160 acres Kateel River 21N 13E 32 SE
626480 LUK 259 State Claim 160 acres Kateel River 21N 13E 33 SW
626481 LUK 260 State Claim 160 acres Kateel River 21N 13E 33 SE
626482 LUK 261 State Claim 160 acres Kateel River 21N 13E 34 SW
626483 LUK 262 State Claim 160 acres Kateel River 21N 13E 34 SE
626484 LUK 263 State Claim 160 acres Kateel River 21N 13E 35 SW
626485 LUK 264 State Claim 160 acres Kateel River 21N 13E 35 SE
626486 LUK 265 State Claim 160 acres Kateel River 20N 12E 3 NE
626487 LUK 266 State Claim 160 acres Kateel River 20N 12E 2 NW
626488 LUK 267 State Claim 160 acres Kateel River 20N 12E 2 NE
626489 LUK 268 State Claim 160 acres Kateel River 20N 12E 1 NW
626490 LUK 269 State Claim 160 acres Kateel River 20N 12E 1 NE
626491 LUK 270 State Claim 160 acres Kateel River 20N 13E 6 NW
626492 LUK 271 State Claim 160 acres Kateel River 20N 13E 6 NE
626493 LUK 272 State Claim 160 acres Kateel River 20N 13E 5 NW
626494 LUK 273 State Claim 160 acres Kateel River 20N 13E 5 NE
626495 LUK 274 State Claim 160 acres Kateel River 20N 13E 4 NW
626496 LUK 275 State Claim 160 acres Kateel River 20N 13E 4 NE
626497 LUK 276 State Claim 160 acres Kateel River 20N 13E 3 NW
626498 LUK 277 State Claim 160 acres Kateel River 20N 13E 3 NE
626499 LUK 278 State Claim 160 acres Kateel River 20N 13E 2 NW
626500 LUK 279 State Claim 160 acres Kateel River 20N 13E 2 NE
626501 LUK 280 State Claim 160 acres Kateel River 20N 13E 1 NW
626502 LUK 281 State Claim 160 acres Kateel River 20N 13E 1 NE
626503 LUK 282 State Claim 160 acres Kateel River 20N 14E 6 NW
626504 LUK 283 State Claim 160 acres Kateel River 20N 14E 6 NE
626505 LUK 284 State Claim 160 acres Kateel River 20N 14E 5 NW
626506 LUK 285 State Claim 160 acres Kateel River 20N 14E 5 NE
626507 LUK 286 State Claim 160 acres Kateel River 20N 12E 3 SE
626508 LUK 287 State Claim 160 acres Kateel River 20N 12E 2 SW
626509 LUK 288 State Claim 160 acres Kateel River 20N 12E 2 SE
626510 LUK 289 State Claim 160 acres Kateel River 20N 12E 1 SW
626511 LUK 290 State Claim 160 acres Kateel River 20N 12E 1 SE

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

  

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
626512 LUK 291 State Claim 160 acres Kateel River 20N 13E 6 SW
626513 LUK 292 State Claim 160 acres Kateel River 20N 13E 6 SE
626514 LUK 293 State Claim 160 acres Kateel River 20N 13E 5 SW
626515 LUK 294 State Claim 160 acres Kateel River 20N 13E 5 SE
626516 LUK 295 State Claim 160 acres Kateel River 20N 13E 4 SW
626517 LUK 296 State Claim 160 acres Kateel River 20N 13E 4 SE
626518 LUK 297 State Claim 160 acres Kateel River 20N 13E 3 SW
626519 LUK 298 State Claim 160 acres Kateel River 20N 13E 3 SE
626520 LUK 299 State Claim 160 acres Kateel River 20N 13E 2 SW
626521 LUK 300 State Claim 160 acres Kateel River 20N 13E 2 SE
626522 LUK 301 State Claim 160 acres Kateel River 20N 13E 1 SW
626523 LUK 302 State Claim 160 acres Kateel River 20N 13E 1 SE
626524 LUK 303 State Claim 160 acres Kateel River 20N 14E 6 SW
626525 LUK 304 State Claim 160 acres Kateel River 20N 14E 6 SE
626526 LUK 305 State Claim 160 acres Kateel River 20N 14E 5 SW
626527 LUK 306 State Claim 160 acres Kateel River 20N 14E 5 SE
626528 LUK 307 State Claim 160 acres Kateel River 20N 13E 7 NE
626529 LUK 308 State Claim 160 acres Kateel River 20N 13E 8 NW
626530 LUK 309 State Claim 160 acres Kateel River 20N 13E 8 NE
626531 LUK 310 State Claim 160 acres Kateel River 20N 13E 9 NW
626532 LUK 311 State Claim 160 acres Kateel River 20N 13E 9 NE
626533 LUK 312 State Claim 160 acres Kateel River 20N 13E 10 NW
626534 LUK 313 State Claim 160 acres Kateel River 20N 13E 10 NE
626535 LUK 314 State Claim 160 acres Kateel River 20N 13E 11 NW
626536 LUK 315 State Claim 160 acres Kateel River 20N 13E 11 NE
626537 LUK 316 State Claim 160 acres Kateel River 20N 13E 12 NW
626538 LUK 317 State Claim 160 acres Kateel River 20N 13E 12 NE
626539 LUK 318 State Claim 160 acres Kateel River 20N 14E 7 NW
626540 LUK 319 State Claim 160 acres Kateel River 20N 14E 7 NE
626541 LUK 320 State Claim 160 acres Kateel River 20N 14E 8 NW
626542 LUK 321 State Claim 160 acres Kateel River 20N 14E 8 NE
626543 LUK 322 State Claim 160 acres Kateel River 20N 14E 9 NW
626544 LUK 323 State Claim 160 acres Kateel River 20N 14E 9 NE
626545 LUK 324 State Claim 160 acres Kateel River 20N 14E 10 NW
626546 LUK 325 State Claim 160 acres Kateel River 20N 14E 10 NE
626547 LUK 326 State Claim 160 acres Kateel River 20N 14E 11 NW
626548 LUK 327 State Claim 160 acres Kateel River 20N 14E 11 NE
626549 LUK 328 State Claim 160 acres Kateel River 20N 14E 12 NW
626550 LUK 329 State Claim 160 acres Kateel River 20N 14E 12 NE

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

  

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
626551 LUK 330 State Claim 160 acres Kateel River 20N 15E 7 NW
626552 LUK 331 State Claim 160 acres Kateel River 20N 13E 9 SW
626553 LUK 332 State Claim 160 acres Kateel River 20N 13E 9 SE
626554 LUK 333 State Claim 160 acres Kateel River 20N 13E 10 SW
626555 LUK 334 State Claim 160 acres Kateel River 20N 13E 10 SE
626556 LUK 335 State Claim 160 acres Kateel River 20N 13E 11 SW
626557 LUK 336 State Claim 160 acres Kateel River 20N 13E 11 SE
626558 LUK 337 State Claim 160 acres Kateel River 20N 13E 12 SW
626559 LUK 338 State Claim 160 acres Kateel River 20N 13E 12 SE
626560 LUK 339 State Claim 160 acres Kateel River 20N 14E 7 SW
626561 LUK 340 State Claim 160 acres Kateel River 20N 14E 7 SE
626562 LUK 341 State Claim 160 acres Kateel River 20N 14E 8 SW
626563 LUK 342 State Claim 160 acres Kateel River 20N 14E 8 SE
626564 LUK 343 State Claim 160 acres Kateel River 20N 14E 9 SW
626565 LUK 344 State Claim 160 acres Kateel River 20N 14E 9 SE
626566 LUK 345 State Claim 160 acres Kateel River 20N 14E 10 SW
626567 LUK 346 State Claim 160 acres Kateel River 20N 14E 10 SE
626568 LUK 347 State Claim 160 acres Kateel River 20N 14E 11 SW
626569 LUK 348 State Claim 160 acres Kateel River 20N 14E 11 SE
626570 LUK 349 State Claim 160 acres Kateel River 20N 14E 12 SW
626571 LUK 350 State Claim 160 acres Kateel River 20N 14E 12 SE
626572 LUK 351 State Claim 160 acres Kateel River 20N 15E 7 SW
626573 LUK 352 State Claim 160 acres Kateel River 20N 13E 14 NW
626574 LUK 353 State Claim 160 acres Kateel River 20N 13E 14 NE
626575 LUK 354 State Claim 160 acres Kateel River 20N 13E 13 NW
626576 LUK 355 State Claim 160 acres Kateel River 20N 13E 13 NE
626577 LUK 356 State Claim 160 acres Kateel River 20N 14E 18 NW
626578 LUK 357 State Claim 160 acres Kateel River 20N 14E 18 NE
626579 LUK 358 State Claim 160 acres Kateel River 20N 14E 17 NW
626580 LUK 359 State Claim 160 acres Kateel River 20N 14E 17 NE
626581 LUK 360 State Claim 160 acres Kateel River 20N 14E 16 NW
626582 LUK 361 State Claim 160 acres Kateel River 20N 14E 16 NE
626583 LUK 362 State Claim 160 acres Kateel River 20N 14E 15 NW
626584 LUK 363 State Claim 160 acres Kateel River 20N 14E 15 NE
626585 LUK 364 State Claim 160 acres Kateel River 20N 14E 14 NW
626586 LUK 365 State Claim 160 acres Kateel River 20N 14E 14 NE
626587 LUK 366 State Claim 160 acres Kateel River 20N 14E 13 NW
626588 LUK 367 State Claim 160 acres Kateel River 20N 14E 13 NE
626589 LUK 368 State Claim 160 acres Kateel River 20N 15E 18 NW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

  

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
626590 LUK 369 State Claim 160 acres Kateel River 20N 13E 14 SW
626591 LUK 370 State Claim 160 acres Kateel River 20N 13E 14 SE
626592 LUK 371 State Claim 160 acres Kateel River 20N 13E 13 SW
626593 LUK 372 State Claim 160 acres Kateel River 20N 13E 13 SE
626594 LUK 373 State Claim 160 acres Kateel River 20N 14E 18 SW
626595 LUK 374 State Claim 160 acres Kateel River 20N 14E 18 SE
626596 LUK 375 State Claim 160 acres Kateel River 20N 14E 17 SW
626597 LUK 376 State Claim 160 acres Kateel River 20N 14E 17 SE
626598 LUK 377 State Claim 160 acres Kateel River 20N 14E 16 SW
626599 LUK 378 State Claim 160 acres Kateel River 20N 14E 16 SE
626600 LUK 379 State Claim 160 acres Kateel River 20N 14E 15 SW
626601 LUK 380 State Claim 160 acres Kateel River 20N 14E 15 SE
626602 LUK 381 State Claim 160 acres Kateel River 20N 14E 14 SW
626603 LUK 382 State Claim 160 acres Kateel River 20N 14E 14 SE
626604 LUK 383 State Claim 160 acres Kateel River 20N 14E 13 SW
626605 LUK 384 State Claim 160 acres Kateel River 20N 14E 13 SE
626606 LUK 385 State Claim 160 acres Kateel River 20N 15E 18 SW
626607 NORA 1 State Claim 160 acres Kateel River 20N 12E 19 NW
626608 NORA 2 State Claim 160 acres Kateel River 20N 12E 19 NE
626609 NORA 3 State Claim 160 acres Kateel River 20N 12E 20 NW
626610 NORA 4 State Claim 160 acres Kateel River 20N 12E 20 NE
626611 NORA 5 State Claim 160 acres Kateel River 20N 12E 21 NW
626612 NORA 6 State Claim 160 acres Kateel River 20N 12E 21 NE
626613 NORA 7 State Claim 160 acres Kateel River 20N 12E 22 NW
626614 NORA 8 State Claim 160 acres Kateel River 20N 12E 22 NE
626615 NORA 9 State Claim 160 acres Kateel River 20N 12E 23 NW
626616 NORA 10 State Claim 160 acres Kateel River 20N 12E 23 NE
626617 NORA 11 State Claim 160 acres Kateel River 20N 12E 24 NW
626618 NORA 12 State Claim 160 acres Kateel River 20N 12E 19 SW
626619 NORA 13 State Claim 160 acres Kateel River 20N 12E 19 SE
626620 NORA 14 State Claim 160 acres Kateel River 20N 12E 20 SW
626621 NORA 15 State Claim 160 acres Kateel River 20N 12E 20 SE
626622 NORA 16 State Claim 160 acres Kateel River 20N 12E 21 SW
626623 NORA 17 State Claim 160 acres Kateel River 20N 12E 21 SE
626624 NORA 18 State Claim 160 acres Kateel River 20N 12E 22 SW
626625 NORA 19 State Claim 160 acres Kateel River 20N 12E 22 SE
626626 NORA 20 State Claim 160 acres Kateel River 20N 12E 23 SW
626627 NORA 21 State Claim 160 acres Kateel River 20N 12E 23 SE
626628 NORA 22 State Claim 160 acres Kateel River 20N 12E 24 SW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

  

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
626629 NORA 23 State Claim 160 acres Kateel River 20N 12E 24 SE
626630 NORA 24 State Claim 160 acres Kateel River 20N 13E 19 SW
626631 NORA 25 State Claim 160 acres Kateel River 20N 12E 28 NW
626632 NORA 26 State Claim 160 acres Kateel River 20N 12E 28 NE
626633 NORA 27 State Claim 160 acres Kateel River 20N 12E 27 NW
626634 NORA 28 State Claim 160 acres Kateel River 20N 12E 27 NE
626635 NORA 29 State Claim 160 acres Kateel River 20N 12E 26 NW
626636 NORA 30 State Claim 160 acres Kateel River 20N 12E 26 NE
626637 NORA 31 State Claim 160 acres Kateel River 20N 12E 25 NW
626638 NORA 32 State Claim 160 acres Kateel River 20N 12E 25 NE
626639 NORA 33 State Claim 160 acres Kateel River 20N 13E 30 NW
626640 NORA 34 State Claim 160 acres Kateel River 20N 13E 30 NE
626641 NORA 35 State Claim 160 acres Kateel River 20N 13E 29 NW
626642 NORA 36 State Claim 160 acres Kateel River 20N 13E 29 NE
626643 NORA 37 State Claim 160 acres Kateel River 20N 13E 28 NW
626644 NORA 38 State Claim 160 acres Kateel River 20N 13E 28 NE
626645 NORA 39 State Claim 160 acres Kateel River 20N 13E 27 NW
626646 NORA 40 State Claim 160 acres Kateel River 20N 13E 27 NE
626647 NORA 41 State Claim 160 acres Kateel River 20N 12E 28 SW
626648 NORA 42 State Claim 160 acres Kateel River 20N 12E 28 SE
626649 NORA 43 State Claim 160 acres Kateel River 20N 12E 27 SW
626650 NORA 44 State Claim 160 acres Kateel River 20N 12E 27 SE
626651 NORA 45 State Claim 160 acres Kateel River 20N 12E 26 SW
626652 NORA 46 State Claim 160 acres Kateel River 20N 12E 26 SE
626653 NORA 47 State Claim 160 acres Kateel River 20N 12E 25 SW
626654 NORA 48 State Claim 160 acres Kateel River 20N 12E 25 SE
626655 NORA 49 State Claim 160 acres Kateel River 20N 13E 30 SW
626656 NORA 50 State Claim 160 acres Kateel River 20N 13E 30 SE
626657 NORA 51 State Claim 160 acres Kateel River 20N 13E 29 SW
626658 NORA 52 State Claim 160 acres Kateel River 20N 13E 29 SE
626659 NORA 53 State Claim 160 acres Kateel River 20N 13E 28 SW
626660 NORA 54 State Claim 160 acres Kateel River 20N 13E 28 SE
626661 NORA 55 State Claim 160 acres Kateel River 20N 13E 27 SW
626662 NORA 56 State Claim 160 acres Kateel River 20N 13E 27 SE
626663 NORA 57 State Claim 160 acres Kateel River 20N 12E 35 NW
626664 NORA 58 State Claim 160 acres Kateel River 20N 12E 35 NE
626665 NORA 59 State Claim 160 acres Kateel River 20N 12E 36 NW
626666 NORA 60 State Claim 160 acres Kateel River 20N 12E 36 NE
626667 NORA 61 State Claim 160 acres Kateel River 20N 13E 31 NW

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices

 

 

  

 

Lease Name Type Current Area Area Type Meridian Township Range Section 1/4 Section
626668 NORA 62 State Claim 160 acres Kateel River 20N 13E 31 NE
626669 NORA 63 State Claim 160 acres Kateel River 20N 13E 32 NW
626670 NORA 64 State Claim 160 acres Kateel River 20N 13E 32 NE
626671 NORA 65 State Claim 160 acres Kateel River 20N 13E 33 NW
626672 NORA 66 State Claim 160 acres Kateel River 20N 13E 33 NE
626673 NORA 67 State Claim 160 acres Kateel River 20N 13E 34 NW
626674 NORA 68 State Claim 160 acres Kateel River 20N 13E 34 NE
626675 NORA 69 State Claim 160 acres Kateel River 20N 12E 35 SW
626676 NORA 70 State Claim 160 acres Kateel River 20N 12E 35 SE
626677 NORA 71 State Claim 160 acres Kateel River 20N 12E 36 SW
626678 NORA 72 State Claim 160 acres Kateel River 20N 12E 36 SE
626679 NORA 73 State Claim 160 acres Kateel River 20N 13E 31 SW
626680 NORA 74 State Claim 160 acres Kateel River 20N 13E 31 SE
626681 NORA 75 State Claim 160 acres Kateel River 20N 13E 32 SW
626682 NORA 76 State Claim 160 acres Kateel River 20N 13E 32 SE
626683 NORA 77 State Claim 160 acres Kateel River 20N 13E 33 SW
626684 NORA 78 State Claim 160 acres Kateel River 20N 13E 33 SE
626685 NORA 79 State Claim 160 acres Kateel River 20N 13E 34 SW
626686 NORA 80 State Claim 160 acres Kateel River 20N 13E 34 SE

 

Federal Claims:

 

Mineral Survey Patent Number Claim Name
MS 2245 50-81-0127 ARCTIC 1
MS 2245 50-81-0127 ARCTIC 2
MS 2245 50-81-0127 ARCTIC 4
MS 2245 50-81-0127 ARCTIC 9
MS 2245 50-81-0127 ARCTIC 11
MS 2245 50-81-0127 ARCTIC 13
MS 2245 50-81-0127 ARCTIC 15
MS 2245 50-81-0127 ARCTIC 17
MS 2245 50-81-0127 ARCTIC 19
MS 2245 50-81-0127 ARCTIC 23
MS 2245 50-81-0127 ARCTIC 24
MS 2245 50-81-0127 ARCTIC 25
MS 2245 50-81-0127 ARCTIC 26
MS 2245 50-81-0127 ARCTIC 27
MS 2245 50-81-0127 ARCTIC 28
MS 2245 50-81-0127 ARCTIC 29
MS 2245 50-83-0174 ARCTIC 10
MS 2245 50-83-0174 ARCTIC 495

 

Trilogy Metals Inc.

NI 43-101 Technical Report

Date: September 2020

 Appendices