EX-99.1 2 tm2037189d1_ex99-1.htm EXHIBIT 99.1

Exhibit 99.1

 

 

 

Preliminary Economic Assessment, Yauricocha Mine, Yauyos Province, Peru

 
 

Effective Date: June 30, 2020

Report Date: November 19, 2020

 

Prepared for

 

Sierra Metals Inc.

 

Signed by Qualified Persons:

 

Américo Zuzunaga Cardich, Sierra Metals Inc., Vice President Corporate Planning

Andre Deiss, BSc. (Hons), Pr. Sci. Nat., SRK Principal Consultant (Resource Geology)

Carl Kottmeier, B.A.Sc., P. Eng., MBA, SRK Principal Consultant (Mining)

Daniel H. Sepulveda, BSc., SME-RM, SRK Associate Consultant (Metallurgy)

 

   
 

Prepared by

 

SRK Consulting (Canada) Inc.

2US043.007

November 2020

 

 

 

 

 

 

Preliminary Economic Assessment, Yauricocha Mine, Yauyos Province, Peru

 

 

November 2020

 
  Prepared for Prepared by  
 

 

Sierra Metals Inc.

Av. Pedro de Osma
No. 450, Barranco,
Lima 04, Peru

 

 

SRK Consulting (Canada) Inc.

2200–1066 West Hastings Street

Vancouver, BC V6E 3X2

Canada

 
 

Tel:        +51 1 630 3100

Web:     www.sierrametals.com

Tel:       +1 604 681 4196

Web:    www.srk.com

 
 

Project No:    2US043.007

 

File Name:    Yauricocha_TR_PEA_2US043.007_20201119_rev47.docx

 
 

Copyright © SRK Consulting (Canada) Inc., 2020

 

 

 
       

 

 

 

 

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Important Notice

 

This report was prepared as a National Instrument 43-101 Technical Report for Sierra Metals Inc. (“Sierra Metals”) by SRK Consulting (Canada) Inc. (“SRK”). The quality of information, conclusions, and estimates contained herein is consistent with the level of effort involved in SRK’s 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 Sierra Metals subject to the terms and conditions of its contract with SRK and relevant securities legislation. The contract permits Sierra Metals to file this report as a Technical Report with Canadian securities regulatory authorities pursuant to National Instrument 43-101, Standards of Disclosure for Mineral Projects. Except for the purposes legislated under provincial securities law, any other uses of this report by any third party is at that party’s sole risk. The responsibility for this disclosure remains with Sierra Metals. The user of this document should ensure that this is the most recent Technical Report for the property as it is not valid if a new Technical Report has been issued.

 

Copyright

 

This report is protected by copyright vested in SRK Consulting (Canada) Inc. It may not be reproduced or transmitted in any form or by any means whatsoever to any person without the written permission of the copyright holder, other than in accordance with stock exchange and other regulatory authority requirements.

  

CK November 2020

 

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Yauricocha_Technical_Report_PEA  Page iii

 

1Executive Summary

 

This PEA report was prepared as a Canadian National Instrument 43-101 (NI 43-101) Technical Report (Technical Report) for an updated Mineral Resource estimate prepared for Sierra Metals Inc. (Sierra), on the Yauricocha Mine (Yauricocha or Project), which is located in the eastern part of the Department of Lima, Peru. Sierra engaged various specialist groups to evaluate how, on a conceptual level; mining, mineral processing, and tailings management could be adapted at the Property to achieve a sustainable and staged increase in mine production and mill throughput.

 

Sierra Metals prepared life of mine (LOM) production and development plans based on four production rate options ranging from the base case of 3,780 tonnes per day (tpd) to 7,500 tpd (Table 1-1). The specific details for these production options are described in Section 16, operating and capital cost information is provided in Section 21, and an economic analysis of each production rate option is provided in Section 22.

 

Table 1-1: LOM Production Rates

 

Tonnes/Day Tonnes/Year Comments
3,780 tpd (base case) 1.3 M Constant production rate through LOM *
5,500 tpd 2.0 M Increases from 3,780 tpd to 5,500 tpd in 2024
6,500 tpd 2.4 M Reaches 6,500 tpd in 2024
7,500 tpd 2.8 M Reaches 7,500 tpd in 2024

Source: Sierra Metals, Redco, 2020

Note: * *3780 tpd used as the base case assumes that permits will be received to reach that level, which is in the initial process.

 

This Preliminary Economic Assessment (PEA) report was prepared in accordance with the Canadian Institute of Mining, Metallurgy and Petroleum Standards on Mineral Resources and Reserves: Definitions and Guidelines, May 10, 2014 (CIM, 2014).

 

The reader is reminded that PEA studies are indicative and not definitive and that the resources used in the proposed mine plan include Inferred Resources as allowed for by the Canadian Securities Administrators (CSA) NI 43-101 in PEA studies. The PEA is preliminary in nature; it includes Inferred Mineral Resources that are considered too speculative geologically to have the economic considerations applied to them that would enable them to be categorized as Mineral Reserves, and there is no certainty that the results of the PEA will be realized.

 

This PEA report is not a wholly independent report as some sections have been prepared and signed off by qualified persons (QPs) from Sierra Metals, the project owner and producing issuer. The terms ‘QP’ and ‘producing issuer’ are used here as defined under NI 43-101 Standards of Disclosure for Mineral Projects. The QPs responsible for this report are listed in Sections 2.2 and 2.3. Additionally, Sierra is a producing issuer as defined in the NI 43-101 guidelines.

 

1.1Property Description and Ownership

 

The Yauricocha Mine is in the Alis district, Yauyos province, Department of Lima, approximately 12 km west of the Continental Divide and 60 km south of the Pachacayo railway station. The active mining area within the mineral concessions is located at coordinates 421,500 m east by 8,638,300 m north on UTM Zone 18L on the South American 1969 Datum, or latitude and longitude of 12.3105⁰ S and 75.7219⁰ W. It is geographically in the high zone of the eastern Andean Cordillera, and within one of the major sources of the River Cañete which discharges into the Pacific Ocean. The mine is at an average altitude of 4,600 masl (Gustavson, 2015).

 

CK November 2020

 

 

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The current operation is an underground polymetallic sulfide and oxide operation, providing material for the nearby Chumpe process facility. The mine has been operating continuously under Sociedad Minera Corona S.A. (Minera Corona) ownership since 2002 and has operated historically since 1948. Sierra purchased 82% of Minera Corona in 2011.

 

1.2Geology and Mineralization

 

The Yauricocha Mine features several mineralized bodies, which have been emplaced along structural trends, with the mineralization itself related to replacement of limestones by hydrothermal fluids related to nearby intrusions. The mineralization varies widely in morphology, from large, relatively wide, tabular manto-style deposits to narrow, sub-vertical chimneys. The mineralization features economic grades of Ag, Cu, Pb and Zn, with local Au to a lesser degree. The majority of the deposits are related to the regional high-angle NW-trending Yauricocha fault or the NE-trending and less well-defined Cachi-Cachi structural trend. The mineralization generally presents as polymetallic sulfides but is locally oxidized to significant depths or related to more Cu-rich bodies.

 

1.3Status of Exploration, Development and Operations

 

The mine is concurrently undertaking exploration, development and operations. Exploration is ongoing near the mine and is supported predominantly by drilling and exploration drifting. The mine is also producing several types of metal concentrates from the underground mine areas.

 

1.4Mineral Processing and Metallurgical Testing

 

Yauricocha is consistently producing commercial quality copper concentrate, zinc concentrate, and lead concentrate. The lead concentrate produced in the oxide plant, because of its small tonnage and/or lower grades, is blended in the plant with the concentrate produced from the polymetallic circuit to generate a lead concentrate of commercial quality.

 

The plant has been subject to continuous improvements in recent years to improve recovery and deportment of metals. Recent improvements to the processing facilities include:

 

·Addition of one OK-50 flotation cell to increase Cu-Pb bulk flotation stage;

 

·Installation of x-ray slurry analyzer for six streams: flotation feed, middling Zn feed, copper final concentrate, lead final concentrate, zinc final concentrate and final tailings;

 

·Mechanical rod feeder for primary rod mill grinding for improved safety and production;

 

·Installation of five DR-180 cells in the Second Zn Cleaning Flotation Stage; four DR-180 cells in the Third Zn Cleaning Flotation Stage in order to improve the Zn concentrate grade and to increase the nominal plant capacity up to 4000 tpd; and

 

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·Installation of 10 DR-180 cells in the Bulk Cleaning Flotation Stage arranged in three banks, with which the flotation retention time is increased from 9 minutes to 17 minutes:

 

First Cleaning Flotation Stage (comprising 5 cells);

 

Second Cleaning Flotation Stage (comprising 3 cells); and

 

Third Cleaning Flotation Stage (comprising 2 cells).

 

Table 1-2 shows the mill’s feed tonnages and head grades for the period of January 2019 to June 2020. In this period, there was no treatment of any oxide mineralized material. Table 1-3 shows the mill’s performance from 2013 to 2020.

 

Table 1-2: Mill Tonnage and Head Grades, January 2019 to June 2020

 

Period

Mineralized
Material

(tonnes)

Head Grade

Au

(g/t)

Ag

(g/t)

Pb

(%)

Cu

(%)

Zn

(%)

As

(%)

2020 Jun 78,080 0.63 61.1 1.49 1.02 3.72 0.13
2020 May 64,364 0.68 69.65 1.99 1.1 3.89 0.14
2020 Apr 60,090 0.53 69.69 1.43 1.57 2.74 0.14
2020 Mar 78,553 0.63 70.85 1.59 1.22 3.87 0.14
2020 Feb 103,764 0.66 66.01 1.6 1.09 3.81 0.14
2020 Jan 102,908 0.75 61.89 1.49 1.11 4.05 0.14
2019 Dec 110,939 0.7 59.33 1.47 1.22 3.99 0.13
2019 Nov 101,862 0.55 58.74 1.66 0.93 4.09 0.15
2019 Oct 108,900 0.56 62.27 1.52 1.01 4.07 0.13
2019 Sep 100,030 0.51 63.02 1.54 1.11 3.57 0.15
2019 Aug 106,988 0.59 66.77 1.82 1.14 3.94 0.14
2019 Jul 100,221 0.64 69.25 1.69 1.11 3.86 0.15
2019 Jun 99,588 0.55 68.84 1.8 1.09 3.58 0.13
2019 May 101,502 0.65 59.55 1.5 0.94 3.33 0.14
2019 Apr* 53,075 0.61 59.25 1.29 1.12 3.02 0.14
2019 Mar* 51,707 0.59 64.91 1.48 1.17 3.29 0
2019 Feb 88,010 0.59 63.08 1.28 1.06 3.57 0
2019 Jan 94,097 0.5 63.15 1.61 0.85 3.7 0
Averages 89,149 0.61 64.1 1.58 1.09 3.72 0.12

Source: Sierra Metals, 2020

* production in March and April 2019 was affected by a strike at the mine.

 

CK November 2020

 

 

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Table 1-3: Yauricocha Metallurgical Performance, 2013 to 2020*

 

Period Stream Tonne

Tonnes/day

(@ 365 d/y)

Concentrate Grade Metal Recovery

Au

(g/t)

Ag

(g/t)

Pb

(%)

Cu

(%)

Zn

(%)

Au

(%)

Ag

(%)

Pb

(%)

Cu

(%)

Zn

(%)

2013 Mineralized Material 641,268 1,757   83 1.5 0.7 4.1   100 100 100 100
Cu Con. 12,728 35   1,058 2.8 23.2 6.4   25.2 3.7 70.6 3.1
Pb Con. 14,258 39   1,300 53.4 1.8 5.9   34.7 80 6.3 3.2
Zn Con. 45,412 124.4   122 0.6 1 50.8   10.4 3 10.8 88.7
2014 Mineralized Material 703,713 1,928   84 1.8 0.7 4   100 100 100 100
Cu Con. 12,782 35   1,115 2.1 26.4 6.8   24.2 2.1 68 3.1
Pb Con. 18,055 49   1,398 58.6 1.5 4.9   42.8 83.9 5.3 3.2
Zn Con. 48,657 133   115 0.8 1.4 50.6   9.5 3.1 13.2 88.5
2015 Mineralized Material 618,460 1,694   79 1.6 0.6 3.4   100 100 100 100
Cu Con. 8,145 22   1,278 2.3 27.8 4.1   21.4 1.8 65.3 1.6
Pb Con. 14,463 40   1,656 59.5 1.1 4.3   49.3 85.7 4.7 2.9
Zn Con. 37,587 103   91 0.6 1.2 50.7   7.1 2.1 13.4 90.1
2016 Mineralized Material 698,872 1,915 0.5 80.3 1.8 0.6 3.9 100 100 100 100 100
Cu Con. 9,068 25 3.1 1362.6 2.1 26.3 6.8 8.1 22 1.5 61.3 2.3
Pb Con. 18,014 49 1.7 1470.8 59 1.2 4.8 9.1 47.2 86.3 5.6 3.1
Zn Con. 47,573 130 0.4 95.2 0.7 1.2 51.5 4.9 8.1 2.6 14.2 88.9
2017 Mineralized Material 966,138 2,647 0.6 66 1.5 0.7 3.9 100 100 100 100 100
Cu Con. 16,412 45 2.7 920.5 2.4 26.9 7.6 8.4 23.7 2.8 67.3 3.3
Pb Con. 21,731 60 1.8 1242.3 56.8 2.5 5.5 7.4 42.3 86.9 8.4 3.2
Zn Con. 65,671 180 0.4 110.8 0.9 1.4 51.4 5.3 11.4 4 14.2 89.4
2018 Mineralized Material 985,679 2,700 0.6 58.4 1.3 0.9 3.8 100 100 100 100 100
Cu Con. 21,940 60 2.2 677.4 2.3 28.1 7.5 8.4 25.8 3.8 70.1 4.4
Pb Con. 20,146 55 2.2 1087.5 56.1 3.3 5.7 7.6 38.1 85.8 7.5 3
Zn Con. 65,823 180 0.5 101.4 0.8 1.8 50.9 5.2 11.6 4.1 13.4 88.7
2019 Mineralized Material 1,092,410 2,993 0.6 63.9 1.6 1.1 3.7 100 100 100 100 100
Cu Con. 30,931 85 2.3 593.9 1.8 29.4 6 11 26.3 3.2 76.9 4.6
Pb Con. 26,574 73 2.1 1131.6 57.6 2.4 5.5 8.4 43.1 88.8 5.4 3.6
Zn Con. 69,863 191 0.5 90.6 0.6 1.7 51 4.9 9.1 2.6 10.1 88
2020* Mineralized Material 483,509 2,657 0.7 66.3 1.6 1.2 3.7 100 100 100 100 100
Cu Con. 17,127 94 1.9 531.5 1.9 25.4 5.9 10.4 28.4 4.3 76.4 5.6
Pb Con. 13,972 77 2.2 996.4 47.9 2.1 4 9.5 43.4 87.2 5.1 3.1
Zn Con. 38,925 214 0.4 76.9 0.6 1.5 40.5 5.1 9.3 3 10.6 87.5

Source: Sierra Metals, 2020

* January to June 2020

 

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In 2020, silver is preferably recovered with the lead sulfide concentrate and accounts for approximately 43% of the total silver recovered at Yauricocha. Copper concentrate recovers approximately 28% of the silver, and zinc concentrate recovers 9%. The overall silver recovery at Yauricocha totaled 81% during the first six months of 2020.

 

Yauricocha’s metallurgical laboratory has been testing samples from multiple sources, including polymetallic material from Esperanza, Cuerpo Contacto Occidental, from Mina Mario among others. In most of the cases the metallurgical test results show good amenability to conventional processing and potential to achieve commercial quality concentrates. Some samples show arsenic presence, while others achieve lower concentrate grades because of their higher oxides content. In all cases, laboratory personnel are continuously investigating improved process conditions for treating the new sources of mineralized material.

 

1.5Mineral Resource Estimate

 

CIM Definition Standards for Mineral Resources and Mineral Reserves (May 2014) defines a Mineral Resource as follows:

 

“A Mineral Resource is a concentration or occurrence of solid material of economic interest in or on the Earth’s crust in such form, grade or quality and quantity that there are reasonable prospects for eventual economic extraction. The location, quantity, grade or quality, continuity and other geological characteristics of a Mineral Resource are known, estimated or interpreted from specific geological evidence and knowledge, including sampling”.

 

The “reasonable prospects for economic extraction” requirement generally implies that the quantity and grade estimates meet certain economic thresholds and that the Mineral Resources are reported at an appropriate cut-off grade (CoG) taking into account extraction scenarios and processing recoveries. To assess this at Yauricocha, SRK has calculated an economic value for each block in terms of US dollars based on the grade of contained metal in the block, multiplied by the assumed recovery for each metal, multiplied by pricing established by Sierra Metals for each commodity. Costs for mining and processing are taken from data provided by Sierra for their current underground mining operation.

 

SRK is of the opinion that the resource estimations are suitable for public reporting and are a fair representation of the in-situ contained metal for the Yauricocha deposit.

 

The June 30, 2020 consolidated Mineral Resource statement for the Yauricocha Mine is presented in Table 1-4. The detailed, individual tables for the various Yauricocha mining areas are presented in Section 14 of this report.

 

CK November 2020

 

 

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Table 1-4: Consolidated Yauricocha Mine Mineral Resource Statement as of June 30, 2020 – SRK Consulting (Canada), Inc. (1) (2) (3) (4) (5) (6) (7) (8) (9)

 

Classification

Volume

(m3) '000

Tonnes

(K t)

Density

(kg/m3)

Ag

(g/t)

Au

(g/t)

Cu

(%)

Pb

(%)

Zn

(%)

As

(%)

Fe

(%)

NSR

(USD/t)

Ag

(M oz)

Au

(K oz)

Cu

(M lb)

Pb

(M lb)

Zn

(M lb)

 
 
Measured 1,458 4,904 3.36 55.81 0.59 1.13 0.83 2.59 0.18 24.47 113 8.8 93.5 122.2 89.4 280.1  
Indicated 3,226 11,020 3.42 38.39 0.50 1.20 0.52 2.05 0.14 25.41 98 13.6 178.0 291.1 126.7 498.9  
Measured + Indicated 4,684 15,924 3.40 43.75 0.53 1.18 0.62 2.22 0.15 25.12 103 22.4 271.5 413.3 216.2 779.0  
Inferred 3,346 11,633 3.48 27.54 0.45 1.40 0.31 0.95 0.07 26.65 84 10.3 167.4 357.9 79.3 242.5  

Notes

 

(1)  Mineral Resources have been classified in accordance with the Canadian Institute of Mining, Metallurgy and Petroleum ("CIM") Definition Standards on Mineral Resources and Mineral Reserves, whose definitions are incorporated by reference into NI 43-101.

(2)  Mineral Resources are reported inclusive of Mineral Reserves. Mineral Resources are not Mineral Reserves and do not have demonstrated economic viability. All fgures are rounded to reflect the relative accuracy of the estimates. Silver, gold, copper, lead, zinc, arsenic (deleterious) and iron assays were capped / cut where appropriate.

(3) The consolidated Yauricocha Mineral Resource estimate is comprised of Measured, Indicated and Inferred Resources in the Mina Central, Cuerpos Pequeños, Cuye, Mascota, Esperanza and Cachi-Cachi mining areas.

(4)  Polymetallic Mineral Resources are reported at Cut-Off Values (COVs) based on 2020 actual metallurgical recoveries and 2020 smelter contracts.

(5)  Metal price assumptions used for polymetallic feed considered CIBC, August 2020 long-term consensus pricing (Gold (US$1,502/oz), Silver (US$18.24/oz), Copper (US$3.05/lb), Lead (US$0.91/lb), and Zinc (US$1.06/lb).

(6)  Lead Oxide Mineral Resources are reported at COVs based on 2020 actual metallurgical recoveries and 2020 smelter contracts.

(7)  Metal price assumptions used for lead oxide feed considered CIBC, August 2020 long-term consensus pricing (Gold (US$1,502/oz), Silver (US$18.24/oz) and Lead (US$0.91/lb).

(8)  The mining costs are based on 2020 actual costs and are variable by mining method.

(9)  The unit value COVs are variable by mining area and proposed mining method. The marginal COV ranges from US$25 to US$36.

 

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1.6Mineral Reserve Estimate

 

A Mineral Reserve is the economically mineable part of a Measured and/or Indicated Resource. It includes diluting material and allowances for losses, which may occur when the material is mined or extracted and is defined by studies at Prefeasibility or Feasibility level as appropriate that include the application of Modifying Factors.

 

A Mineral Reserve has not been estimated for the Project as part of this PEA.

 

The PEA includes Inferred Mineral Resources that are considered too speculative geologically to have the economic considerations applied to them that would enable them to be categorized as Mineral Reserves.

 

1.7Mining Methods

 

1.7.1Mining

 

The Yauricocha Mine is a producing operation with a long production history. The majority of mining is executed through mechanized sub-level caving with a relatively small portion of the mining using overhand cut and fill. The mine uses well-established, proven mining methods and is anticipated to continue to maintain an approximate 3,800 tpd (1.4 Mt/y) production rate for the remainder of 2020.

 

Polymetallic sulfide mineralized material accounts for more than 99% of the material mined at Yauricocha. Material classified as lead oxide can also be encountered, but it is a minor component of the overall tonnage in the mineralized zones currently being mined.

 

The mine is accessed by two shafts, Central shaft and Mascota shaft, and the Klepetko and Yauricocha tunnels. Mineralized material and waste are transported via the Klepetko tunnel at the 720 level (elevation 4,165 masl) which runs east-northeast from the mine towards the mill and concentrator, and the 4.7 km Yauricocha tunnel, commissioned in 2018, that also accesses the mine at the 720 level. The Yauricocha tunnel was added to increase haulage capacity and serves as a ventilation conduit. The Yauricocha shaft, currently under construction, will provide access down to 1370 level and is expected to be in production in 2021.

 

1.7.2Geotechnical

 

Geotechnical investigations have been conducted at the Yauricocha Mine to prepare a geotechnical model of ground conditions. The investigations involved preparing a major fault model, rock mass model, rock mass strength model, rock mass characterization, granular material (mineralized material) classifications; underground traverse mapping, core logging, laboratory tests, shafts inspections, subsidence studies, preparation of a geotechnical database, and the implementation of a data collection process. In 2017, SRK confirmed that these activities complied with international standards and industry best practices.

 

Mudflows, also known as mud rushes, are encountered at Yauricocha. At present, lower mined levels where mudflows are occurring are at the 820 level (elevation of 4,040 masl to 4,057 masl in the Antacaca and Catas mineralized material bodies) and the 870 level (elevation of 4,010 masl to 4,093 masl in the Rosaura and Antacaca Sur mineralized material bodies). All of the recorded mudflows have been located within mineralized material bodies near the contact with the Jumasha limestone and the adjacent granodiorite and Celendín formation. The current understanding of mudflow conditions is sufficient to support the drawpoint design adjustments implemented by Yauricocha, mucking operations, and dewatering programs.

 

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The ground control management level plans reviewed present a rock mass quality regime that is consistent with the conceptual geotechnical rock mass model, as well as the description of the domains and sub-domains from the 2015 technical report. The level plans, and accompanying development profile and installation procedures are well developed and appropriate for operational application. The ground support designs were not reviewed in detail as part of this study, but an observation was made that the ground support type for good ground did not include any surface support. Unless there is a thorough and regimented check-scaling procedure ensured, industry standard is to have surface support of mesh and/or shotcrete even in good ground.

 

SRK is of the opinion that the current understanding of subsidence and its effects is reasonable. The current understanding of in-situ and induced stress for the current mining areas is satisfactory, but for the deeper planned mining areas, site specific stress measurements and stress modelling are needed. The current understanding of the conditions leading to mudflow and the mitigation measures put in place are reasonable; however, the potential occurrence of a mud rush event is an ever-present risk, particularly when entering new mining areas. Dewatering practices need to be maintained, existing drawpoints monitored, and new areas investigated prior to being developed.

 

1.7.3Hydrogeology

 

Hydrogeological and hydrological information is available from multiple sources, including mine records and a large number of investigations and data compilations by external consultants. Mine operations have compiled significant information on flow rates and field water quality parameters (e.g., color, pH, conductivity, temperature) across much of the mine and developed maps summarizing locations and data. The numerous hydrogeological and hydrological studies completed by external consultants (Geologic, 2014, 2015; Hydro-Geo Consultores, 2010, 2012, 2016; Geoservice Ingenieria 2008, 2014, 2016; Helium, 2018) involved the collection of data from underground observations, pump tests, tracer tests, and surface water features.

 

Current observations and analyses suggest that inflow to both the subsidence (caving) zone and the mine will increase as the mine expands. Mitigation and management efforts should continue to understand the distribution of water and value in efforts to control or reduce inflow. Mud rushes pose a risk, as described in Section 16.

 

1.8Project Infrastructure

 

The Project is a mature producing mine and mill and all required infrastructure is fully functional. The Project has highway access with two routes to support the Project’s needs, and the regional capital Huancayo (population 340,000) is within 100 km. Personnel travel by bus to the site and are accommodated in four camps. There are currently approximately 1,700 personnel on-site with 500 employees and 1,200 contractors.

 

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The on-site facilities include the processing plant, mine surface facilities, underground mine facilities, tailings storage facility (TSF), and support facilities. The processing facility includes crushing, grinding, flotation, dewatering and concentrate separation, concentrate storage, and thickening and tailings discharge lines to the TSF.

 

The underground mine and surface facilities include headframes, hoist houses, shafts and winzes, ventilation structures, mine access tunnels, waste storage facilities, high explosives and detonator magazines, underground shops, and diesel and lubrications storage. The support facilities include four camps where personnel live while on-site, a laboratory, change houses and showers, cafeterias, school, medical facility, engineering and administrative buildings, and miscellaneous equipment and electrical shops to support the operations.

 

The site has existing water systems to manage water needs on-site. Water is sourced from the Ococha Lagoon, the Cachi-Cachi underground mine, and recycle/overflow water from the TSF, depending on end use. Water treatment systems treat the raw water for use as potable water or for service water in the plant. Additional systems treat the wastewater for further consumption or discharge.

 

Energy for the site is available through electric power, compressed air, and diesel. The electric power is supplied by contract over an existing 69 kV line to the site substation. The power is distributed for use in the underground or at the processing facility. The current power load is 10.5 MVA with approximately 70% of this being used at the mine and the remainder at the mill and other facilities. The power system is planned to be expanded to approximately 14 MVA in 2020/2021. A compressed air system is used underground with an additional 149 kW compressor system being added, and diesel fuel is used in the mobile equipment and in the 895-kW backup electrical generator.

 

The site has permitted systems for the handling of waste including a TSF, waste rock storage facility, and systems to handle other miscellaneous wastes. The TSF has a capacity for 12 months at the current production levels. The TSF is being expanded with another lift in 2019/2020 to provide three more years of capacity. The three additional lift stages in total will provide the Project with approximately nine years of additional capacity. An on-site industrial landfill is used to dispose of the Project’s solid and domestic waste. The Project collects waste oil, scrap metal, plastic, and paper which are recycled at off-site licensed facilities.

 

The site has an existing communications system that includes a fiber optic backbone with internet, telephone, and paging systems. The security on-site is managed through checkpoints at the main access road, processing plant, and at the camp entrances.

 

Logistics to the site are primarily by truck with the five primary concentrate products being shipped by 30 t to 40 t trucks to other customer locations in Peru. Materials and supplies needed for Project operation are procured in Lima and delivered by truck.

 

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The infrastructure is well developed and functioning as would be expected for a mature operation. The TSF continues to develop and will require ongoing monitoring to assure the construction of the next lift is timely to support the operation. Ongoing monitoring of the stability of the embankment and operations practices is recommended to conform to industry best practices.

 

1.9Environmental Studies and Permitting

 

Sierra has all relevant permits required for the current mining and metallurgical operations. Sierra also has a Community Relations Plan that includes annual assessment, records, minutes, contracts and agreements. An Environmental Impact Assessment (EIA) was obtained on February 11, 2019.

 

1.10Capital and Operating Costs

 

The capital and operating costs presented here are for the base case production rate of 3,780 tpd. Capital and operating cost estimates for the higher production rates of 5,500 tpd, 6,500 tpd and 7,500 tpd are in Section 21. Capital and operating costs are based upon forward-looking information. This forward-looking information includes forecasts with material uncertainty which could cause actual results to differ materially from those presented herein.

 

Table 1-5 and Table 1-6 show the capital and growth capital cost (capex) summaries for the base case of 3,780 tpd respectively. Table 1-7 shows the operating cost (opex) summary for the base case of 3,780 tpd.

 

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Table 1-5: Capital Cost Forecast (US$000’s) – Base Case 3,780 tpd

 

Sustaining Capex

Total
(US$ 000s)

2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034
Exploration & Development                              
Development 79,869 5,922 6,141 6,134 6,106 6,270 6,162 6,175 6,164 6,160 6,110 6,203 6,104 6,218 -
Equipment 10,320 1,080 1,080 2,040 1,500 720 720 720 720 720 720 300 - -  
Projects                              
Central Shaft Rehab 1,800 1,000 800 - - - - - - - - - - - -
Personnel transportation 4,550 350 - 770 - 770 - 770 - 770 - 770 - 350 -
Concentrator Plant 5,450 1,270 380 800 300 300 300 300 300 300 300 300 300 300 -
Tunnel (Cx 5000 + Shotcrete Plant) 2,300 2,300 - - - - - - - - - - - - -
Drainage System + Study 2,200 1,000 600 600 - - - - - - - - - - -
Ventilation 10,002 879 869 868 864 888 872 874 873 872 865 878 400    
Ramp Lv 1592 and Mascota 3,240 3,240 - - - - - - - - - - - - -
Environmental 1,165 82 82 83 83 83 83 83 83 83 83 83 83 83 83
Seismograph Study and Instrumentation 250 150 50 50 - - - - - - - - - - -
Geomechanical Model Study 500 - 250 - - 250 - - - - - - - - -
Fuel Distribution System 300 300 - - - - - - - - - - - - -
Total 121,945 17,573 10,252 11,345 8,854 9,281 8,138 8,922 8,140 8,906 8,078 8,535 6,887 6,951 83

 

Source: Sierra Metals, 2020

 

Table 1-6: Growth Capex Forecast 3,780 Tonnes/Day

 

Growth Capex

Total
(US$ 000s)

2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034
Projects                              
Yauricocha Shaft 19,400 7,000 7,500 4,900 - - - - - - - - - - -
Access to Yauricocha Shaft 5,500 3,000 2,500 - - - - - - - - - - - -
Tailing Dam 32,340 3,234 3,234 3,234 3,234 3,234 3,234 3,234 3,234 3,234 3,234       -
Ramp Lv 720 to Ramp Tatiana 600 600 - - - - - - - - - - - - -
Mine Camp 4,650 150 3,000 1,500 - - - - - - - - - - -
Studies (Increase production) 500 250 250 - - - - - - - - - - - -
Studies (geometallurgical) 300 150 - 150 - - - - - - - - - - -
Closure 9,450 1,000 650 650 650 650 650 650 650 650 650 650 650 650 650
Total 72,740 15,384 17,134 10,434 3,884 3,884 3,884 3,884 3,884 3,884 3,884 650 650 650 650

 

Source: Sierra Metals, Redco, 2020

 

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Table 1-7: Opex Forecast 3,780 Tonnes/Day

 

Opex Total

Total
(US$ 000s)

2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034
Mine 639,839 47,467 47,144 47,108 46,970 47,794 47,252 47,314 47,262 47,242 46,572 47,039 46,542 47,115 27,016
Plant 198,865 14,712 14,607 14,596 14,551 14,818 14,642 14,662 14,646 14,639 14,556 14,709 14,546 14,734 8,446
G&A 93,800 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700
Total 932,504 68,879 68,451 68,403 68,221 69,312 68,595 68,677 68,608 68,581 67,829 68,448 67,789 68,549 42,163

 

Source: Sierra Metals, Redco, 2020

 

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1.11Economic Analysis

 

The PEA considered four different production rates for the Yauricocha Mine:

 

1.3,780 tpd (base case);

 

2.5,500 tpd (in 2024);

 

3.6,500 tpd (in 2024); and

 

4.7,500 tpd (in 2024).

 

As detailed in Section 22, the four production rate options were evaluated financially, and the 7,500 tpd production rate had the highest post tax NPV. Sierra observes that there are some mineralized material and waste haulage issues due to mineralized zone geometry and distribution. As such, Sierra has decided that the 5,500 tpd production rate option is the recommended case for a future pre-feasibility study. Increased production rates beyond 5,500 tpd may be possible once Yauricocha has resolved the mineralized material and waste haulage issues.

 

The 5,500 tpd (2024) proposed mine plan has a capital requirement (initial and sustaining) of US$ 235 M over the 12-year LOM; efficiencies associated with higher throughputs are expected drive a reduction in operating costs on a per tonne basis. This PEA indicates an after-tax NPV (8%) at 5,500 tpd (in 2024) of US$ 359 M. Total operating cost for the LOM is US$ 915 M, equating to a total operating cost of US$ 45.25 per tonne milled and US$ 1.19 per pound copper equivalent. Economic estimates are based upon forward-looking information. This forward-looking information includes forecasts with material uncertainty which could cause actual results to differ materially from those presented herein.

 

A sensitivity analysis was performed for each mining plan to analyze the impact of the change on the main drivers: metal grades, operating and capital costs, and gross income. The analysis shows that the NPV is most sensitive to changes in gross income and operating costs, moderately sensitive to changes in capex and the grade of copper, and least sensitive to changes in the grades of silver, gold, lead and zinc.

 

The proposed mine plan is conceptual in nature and would benefit from further investigation.

 

1.12Conclusions and Recommendations

 

1.12.1Geology and Mineral Resources Estimation

 

SRK has the following recommendations for the geology and Mineral Resources at Yauricocha:

 

·Construct and compile a single reliable secure drilling and sampling database for the entire mine area, which can be easily verified, audited, and shared internally. This can be accomplished through commercially available SQL database management tools.

 

·Exploration should continue in the Esperanza area, which is locally open along strike and at depth.

 

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·Long-term exploration should be focused on areas such as the possible intersection of the Yauricocha fault and the Cachi-Cachi structural trend, where recent geophysical data are currently being generated to assist in targeting.

 

·Given the use of channel samples in the Mineral Resource estimations, SRK recommends ensuring that the channel samples are collected on a representative basis, and that they are collected across the entire exposed thickness of a mineralized zone. In addition, they should be weighed for each sample to ensure that appropriate quantities of material are sampled from both the harder, more difficult material and the higher-grade, softer material.

 

·SRK recommends reviewing the performance of the QA/QC program as soon as batches of results are returned. If any failures occur investigation and re-analysis of these samples and +/- five adjacent samples on either side of the respective failure should be completed as soon as possible to prevent any sample preparation or laboratory issues.

 

·No umpire laboratory checks of the Chumpe laboratory were completed in the period November 2019 to June 2020. SRK recommends that umpire duplicates be implemented on a regular basis for both coarse and pulp reject material.

 

·SRK recommends that density measurements of drillhole core be implemented as a regular practice to improve density relationships in mineralized and non-mineralized rock.

 

·Minera Corona should produce detailed internal documentation summarizing the procedures and methods similar to those described in this report.

 

Of note, SRK recommends developing internal standards and procedures for estimation and reporting of Mineral Resources. Although this is somewhat new for the mine personnel, SRK is of the opinion that sufficient talent and technology support exists to continue to develop this expertise.

 

·Exploration should be supported by a reasonably detailed litho-stratigraphic and structural model for the area to aid in exploration targeting. At present, this model does not exist and should be generated by mine and exploration personnel to produce fit for purpose models.

 

·SRK recommends that a standardized workflow is applied to the geological modelling to prevent significant changes in mineralized shape forms with minor additions of drillhole information. The integration of structure, stratigraphy and mineralized zone into a global model is essential in developing a comprehensive exploration and mining model. This will prevent inconsistencies and overlap between mineralized zones modelled.

 

·Classification of certain areas should be reviewed to determine if opportunities exist to refine the scripted classification scheme, or that based on estimation pass (in the case of Minera Corona models) to a hybrid approach taking into account the confidence in the estimation and the reasonableness of the classification distribution.

 

·Modelling variogram anisotropy for each of the mineralized domains can be improved by considering relevant transformation e.g. gaussian or log transforms of the composites before producing the experimental variograms. Ideally, modelled variograms should be back-transformed before the estimation. Certain commercially available software can complete this process seamlessly.

 

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·Local and global grade anisotropy occur within the larger mineralized bodies. The sensitivity of utilizing a local anisotropy in highly informed data areas, whereas utilizing a global trend in poorly informed areas should be investigated.

 

·The models estimated internally by the mine should endeavor to regularize certain estimation parameters (such as sample selection criteria) so that these do not vary significantly between metals.

 

·SRK recommends that Minera Corona implement short term grade control models to track and reconcile with production.

 

1.12.2Mineral Processing and Metallurgical Testing

 

SRK is of the opinion that Yauricocha’s processing facility is reasonably well operated and shows flexibility to treat multiple mineralized material sources. The metallurgical performance, i.e., metal recovery and concentrate grade has been consistent throughout the period evaluated allowing the mine to produce commercial quality copper concentrate, lead concentrate, and zinc concentrate.

 

The spare capacity in their oxide circuit is an opportunity to source material from third-party mines located in the vicinity. The presence of arsenic is being well managed by blending mineralized material in order to control arsenic concentration in the final concentrates. Gold deportment seems an opportunity that Yauricocha may want to investigate, particularly by evaluating gravity concentration in the grinding stage, or alternatively in the final tails, or both.

 

1.12.3Mining

 

SRK has the following recommendations for the mining at Yauricocha:

 

·The Yauricocha shaft project should be monitored closely in order to ensure timely access to mineralized zones below 1070 level.

 

·A consolidated 3D LOM design should be completed to improve communication of the LOM plan, infill drilling requirements, and general mine planning and execution.

 

·Further technical-economic evaluations of the production rate expansion options should be undertaken via pre-feasibility and feasibility studies.

 

1.12.4Geotechnical and Hydrogeological

 

SRK’s geotechnical and hydrogeological recommendations are as follows:

 

·Continue collecting geotechnical characterization data from mined drifts and exploration drillholes;

 

·Maintain a central geotechnical database;

 

·Develop and maintain geotechnical models, including structures and rock mass wireframes;

 

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·Conduct a program of stress measurement in the deeper planned mining areas;

 

·Conduct numerical stress analyses of mining-induced stress effects on planned mining;

 

·Continue short-term to long-term dewatering programs with drainage systems;

 

·Examine the current mine sequence and simulate the optimal mine sequence to reduce safety risks and the risk of sterilizing mineralized material due to unexpected ground problems; and

 

·Revisit the current ground control management plans to check that they are appropriate for the deeper mining areas.

 

·Continue to actively dewater ahead of production mining and monitor for conditions that could lead to mud rushes.

 

1.12.5Infrastructure

 

Ongoing monitoring of the stability of the TSF embankment and operations practices is recommended to conform to industry best practices.

 

1.12.6Recovery Methods

 

SRK recommends that Yauricocha improve its control of plant operations by installing more instrumentation and an automation control system. Doing so could lead to more consistent plant operation, reduced electrical energy and reagent consumption, and ultimately initiate a continuous improvement of the plant’s unit operations and overall performance.

 

1.12.7Environmental Studies and Permitting

 

Social and environmental activities are currently of high importance in Peru; therefore, SRK recommends that the company’s commitments and agreements be fulfilled in detail and in a timely manner. Reputational and legal risks can arise due to this issue.

 

1.13Recommended Work Program Costs

 

Table 1-8 lists the estimated costs for the recommended work that is not considered to be covered by on-going operating expenditures.

 

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Table 1-8: Summary of Costs for Recommended Work

 

Category Work Units Cost US$
Geology and Resources Infill Drilling (1) 25,000 m 2,500,000
Exploration Drilling - Yauricocha Expansion (1) 25,000 m 2,500,000
Structural and litho-stratigraphic model 1 100,000
Training 1 10,000
QA/QC and Re-analysis 500 12,500
Geotechnical Annual data and analysis review and data collection N/A 100,000
Stress measurements 1 30,000
Production Rate Increases Prefeasibility study 1 500,000
Total  5,752,500

Source: SRK, 2020

 

(1)   Drilling costs assume US$100/m drilling costs.

 

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Table of Contents

 

1Executive Summary iii

 

1.1Property Description and Ownership iii

 

1.2Geology and Mineralization iv

 

1.3Status of Exploration, Development and Operations iv

 

1.4Mineral Processing and Metallurgical Testing iv

 

1.5Mineral Resource Estimate ii

 

1.6Mineral Reserve Estimate ii

 

1.7Mining Methods ii

 

1.7.1Mining ii

 

1.7.2Geotechnical ii

 

1.7.3Hydrogeology iii

 

1.8Project Infrastructure iii

 

1.9Environmental Studies and Permitting v

 

1.10Capital and Operating Costs v

 

1.11Economic Analysis ii

 

1.12Conclusions and Recommendations ii

 

1.12.1Geology and Mineral Resources Estimation ii

 

1.12.2Mineral Processing and Metallurgical Testing iv

 

1.12.3Mining iv

 

1.12.4Geotechnical and Hydrogeological iv

 

1.12.5Infrastructure v

 

1.12.6Recovery Methods v

 

1.12.7Environmental Studies and Permitting v

 

1.13Recommended Work Program Costs v

 

2Introduction and Terms of Reference 6

 

2.1Terms of Reference and Purpose of the Report 6

 

2.2Qualifications of Consultants (SRK) 6

 

2.3Qualifications of Consultants (Sierra Metals) 7

 

2.4Details of Inspection 8

 

2.5Sources of Information 8

 

2.6Effective Date 8

 

2.7Units of Measure 8

 

3Reliance on Other Experts 9

 

4Property Description and Location 10

 

4.1Property Location 10

 

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4.2Mineral Titles 11

 

4.2.1Nature and Extent of Issuer’s Interest 13

 

4.3Royalties, Agreements and Encumbrances 14

 

4.3.1Debt 14

 

4.3.2Royalties and Special Taxes 14

 

4.4Environmental Liabilities and Permitting 15

 

4.5Other Significant Factors and Risks 16

 

5Accessibility, Climate, Local Resources, Infrastructure and Physiography 17

 

5.1Topography, Elevation and Vegetation 17

 

5.2Accessibility and Transportation to the Property 17

 

5.3Climate and Length of Operating Season 17

 

5.4Sufficiency of Surface Rights 18

 

5.5Infrastructure Availability and Sources 18

 

5.5.1Power 18

 

5.5.2Water 18

 

5.5.3Mining Personnel 18

 

5.5.4Potential Tailings Storage Areas 18

 

5.5.5Potential Waste Rock Disposal Areas 19

 

5.5.6Potential Processing Plant Sites 19

 

6History 20

 

6.1Prior Ownership and Ownership Changes 20

 

6.2Exploration and Development Results of Previous Owners 20

 

6.3Historic Production 22

 

7Geological Setting and Mineralization 23

 

7.1Regional Geology 23

 

7.2Local Geology 24

 

7.3Significant Mineralized Zones 29

 

8Deposit Types 30

 

8.1Mineral Deposit 30

 

8.2Geological Model 31

 

9Exploration 32

 

9.1Relevant Exploration Work 32

 

9.2Sampling Methods and Sample Quality 33

 

9.3Significant Results and Interpretation 33

 

10Drilling 40

 

10.1Type and Extent 40

 

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10.2Procedures 43

 

10.2.1Drilling 43

 

10.2.2Channel Sampling 44

 

10.3Interpretation and Relevant Results 44

 

11Sample Preparation, Analyses, and Security 45

 

11.1Security Measures 45

 

11.2Sample Preparation for Analysis 45

 

11.2.1Chumpe Laboratory 45

 

11.2.2ALS Minerals 47

 

11.3Sample Analysis 47

 

11.3.1Chumpe Laboratory 47

 

11.3.2ALS Minerals Laboratory 48

 

11.4Quality Assurance/Quality Control Procedures 48

 

11.4.1Standards 49

 

11.4.2Blanks 57

 

11.4.3Duplicates (Check Samples) 59

 

11.4.4Actions 61

 

11.4.5Results 61

 

11.5Opinion on Adequacy 61

 

12Data Verification 63

 

12.1Procedures 63

 

12.2Limitations 63

 

12.3Opinion on Data Adequacy 64

 

13Mineral Processing and Metallurgical Testing 65

 

13.1Testing and Procedures 65

 

13.2Metallurgical Performance 66

 

14Mineral Resource Estimates 69

 

14.1Drillhole/Channel Database 70

 

14.2Geological Model 70

 

14.2.1Mina Central 71

 

14.2.2Esperanza 72

 

14.2.3Mascota 74

 

14.2.4Cuye 75

 

14.2.5Cachi-Cachi 77

 

14.2.6Cuerpos Pequeños 78

 

14.2.7Geological Models as Resource Domains 80

 

14.3Assay Capping and Compositing 82

 

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14.3.1Outliers 83

 

14.3.2Compositing 85

 

14.4Density 88

 

14.5Variogram Analysis and Modeling 90

 

14.6Block Model 93

 

14.7Estimation Methodology 94

 

14.8Model Variation 96

 

14.8.1Visual Comparison 96

 

14.8.2Comparative Statistics 98

 

14.8.3Swath Plots 100

 

14.9Resource Classification 102

 

14.10Depletion 104

 

14.11Mineral Resource Statement 105

 

14.12Mineral Resource Sensitivity 114

 

14.13Relevant Factors 118

 

15Mineral Reserve Estimates 119

 

16Mining Methods 120

 

16.1Introduction 120

 

16.2Mine Access and Materials Handling 121

 

16.3Current Mining Methods 123

 

16.4Mining Method 125

 

16.4.1Sub-level Caving (SLC) 125

 

16.4.2Overhand Cut and Fill (OCF) 127

 

16.5Mining Method Parameters 127

 

16.6Parameters Relevant to Mine Designs 129

 

16.6.1Geotechnical Data 129

 

16.6.2Rock Mass Characterization 138

 

16.7Stope Optimization 147

 

16.7.1Dilution and Recovery Factor 147

 

16.7.2Net Smelter Return (NSR) 149

 

16.7.3Metal Prices and Exchange Rate 149

 

16.7.4Metallurgical Recoveries 149

 

16.7.5Net Smelter Return (NSR) Calculations 150

 

16.7.6Cut-off 153

 

16.7.7Stope Optimization 153

 

16.8Mine Production 154

 

16.9Mine Production Schedule 154

 

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16.10Mine Development 160

 

16.11Waste Storage 164

 

16.12Major Mining Equipment 164

 

16.13Ventilation 169

 

17Recovery Methods 180

 

17.1Operational Results 181

 

17.2Polymetallic Circuit 184

 

17.2.1Copper Concentrate 184

 

17.2.2Lead Concentrate 184

 

17.2.3Zinc Concentrate 184

 

17.3Oxide Circuit 185

 

17.4Processing Methods 186

 

17.5Plant Design and Equipment Characteristics 190

 

17.6Consumable Requirements 191

 

18Project Infrastructure 192

 

18.1Access, Roads, and Local Communities 195

 

18.2Process Support Facilities 195

 

18.3Mine Infrastructure – Surface and Underground 196

 

18.3.1Underground Access and Haulage 198

 

18.3.2New Yauricocha Shaft 198

 

18.3.3Central Shaft and Central Incline Shaft 198

 

18.3.4Mascota Shaft 198

 

18.3.5Cachi-Cachi Shaft 199

 

18.3.6Subsidence in Central and Mascota Zones 199

 

18.3.7Tunnel Haulage 199

 

18.3.8Ventilation 199

 

18.4Additional Support Facilities 200

 

18.5Water Systems 200

 

18.5.1Water Supply 200

 

18.5.2Potable Water 200

 

18.5.3Service Water 201

 

18.5.4Water Treatment 201

 

18.6Energy Supply and Distribution 201

 

18.6.1Power Supply and Distribution 201

 

18.6.2Compressed Air 202

 

18.6.3Fuel 202

 

18.7Tailings Management Area 203

 

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18.7.1Expansion of TSF (Stage 5 and 6) 204

 

18.8Waste Rock Storage 205

 

18.9Other Waste Handling 206

 

18.10Logistics 206

 

18.11Off-Site Infrastructure and Logistics Requirements 206

 

18.12Communications and Security 206

 

19Market Studies and Contracts 207

 

20Environmental Studies, Permitting, and Social or Community Impact 208

 

20.1Required Permits and Status 208

 

20.1.1Required Permits 208

 

20.1.2State of Approved Permits 208

 

20.2Environmental Study Results 215

 

20.3Environmental Aspects 218

 

20.4Operating and Post Closure Requirements and Plans 221

 

20.5Post-Performance Reclamation Bonds 222

 

20.6Social and Community 223

 

20.7Mine Closure 224

 

20.8Reclamation Measures During Operations and Project Closure 225

 

20.8.1Reclamation Measures During Operations and Project Closure 225

 

20.8.2Temporary Closure 225

 

20.8.3Progressive Closure 226

 

20.8.4Final Closure 229

 

20.9Closure Monitoring 230

 

20.10Post-Closure Monitoring 231

 

20.11Reclamation and Closure Cost Estimate 232

 

21Capital and Operating Costs 233

 

21.1Capital Cost Forecast 233

 

21.2Operating Cost Forecast 234

 

22Economic Analysis 243

 

22.1Risk Assessment 251

 

23Adjacent Properties 254

 

24Other Relevant Data and Information 255

 

25Interpretation and Conclusions 256

 

25.1Geology and Exploration 256

 

25.2Mineral Resource Estimate 256

 

25.3Mineral Processing and Metallurgical Testing 257

 

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25.4Mineral Reserve Estimate 257

 

25.5Mining Methods 257

 

25.5.1Mining 257

 

25.5.2Geotechnical 257

 

25.5.3Hydrology 258

 

25.6Recovery Methods 259

 

25.7Infrastructure 259

 

25.8Environmental Studies and Permitting 259

 

25.9Economic Analysis 259

 

25.10Foreseeable Impacts of Risks 260

 

26Recommendations 261

 

26.1Recommended Work Programs 261

 

26.1.1Geology and Mineral Resource Estimation 261

 

26.1.2Mining 262

 

26.1.3Geotechnical and Hydrogeological 263

 

26.1.4Infrastructure 263

 

26.1.5Recovery Methods 263

 

26.1.6Environmental Studies and Permitting 263

 

26.2Recommended Work Program Costs 264

 

27References 265

 

28Glossary 270

 

28.1Mineral Resources 270

 

28.2Mineral Reserves 270

 

28.3Definition of Terms 271

 

28.4Abbreviations 273

 

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List of Tables

 

Table 1-1: LOM Production Rates iii
Table 1-2: Mill Tonnage and Head Grades, January 2019 to June 2020      v
Table 1-3: Yauricocha Metallurgical Performance, 2013 to 2020*      ii
Table 1-4: Consolidated Yauricocha Mine Mineral Resource Statement as of June 30, 2020 – SRK Consulting (Canada), Inc. (1) (2) (3) (4) (5) (6) (7) (8) (9)      ii
Table 1-5: Capital Cost Forecast (US$000’s) – Base Case 3,780 tpd      ii
Table 1-6: Growth Capex Forecast 3,780 Tonnes/Day      ii
Table 1-7: Opex Forecast 3,780 Tonnes/Day      iii
Table 1-8: Summary of Costs for Recommended Work      vi
Table 2-1: LOM Production Rates 6
Table 2-2: Site Visit Participants 8
Table 4-1: Royalty and Special Tax Scale 15
Table 6-1: Prior Exploration and Development Results (1) 21
Table 6-2: Historic Yauricocha Production (From Mine Production Reports) 22
Table 10-1: Yauricocha Exploration and Development Drilling 40
Table 11-1: Chumpe LLOD 48
Table 11-2: ALS Minerals LLOD 48
Table 11-3: CRM Certified Means and Expected Tolerances 50
Table 11-4: 2017-2019 CRM Means and Tolerances 51
Table 11-5: 2018 CRM Performance Summary – ALS Minerals 52
Table 11-6: 2018 and 2019 CRM Performance Summary – Chumpe Lab 55
Table 11-7: 2019 - 2020 Chumpe Blank Failures 57
Table 13-1: Yauricocha Metallurgical Performance, January 2019 to June 2020 66
Table 13-2: Concentrate Metal Recoveries, January 2019 to June 2020 66
Table 14-1: Raw Sample Mean Grades per Mineralized Zone 81
Table 14-2: Summary of Main Resource Domain Groups in Geological Models 82
Table 14-3: Capping Limits for Dominant Volumes in Mineral Resource Areas 85
Table 14-4: Composite Statistics 88
Table 14-5: Datamine Normalized Modelled Semi-Variogram Models 92
Table 14-6: Block Model Parameters 93
Table 14-7: Estimation Parameters 95

 

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Table 14-8: Unit Value Price Assumptions 106
Table 14-9: Metallurgical Recovery Assumptions 106
Table 14-10: Unit Value Cut-off by Mining Method (US$/t) 107
Table 14-11: Consolidated Yauricocha Mine Mineral Resource Statement as of 30 June, 2020 – SRK Consulting (Canada), Inc. (1) (2) (3) (4) (5) (6) (7) (8) (9) 108
Table 14-12: Individual Mineral Resource Statements for Yauricocha Mine Areas as of June 30, 2020 – SRK Consulting (Canada), Inc.(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) 109
Table 16-1: Mining Method by Mineralization Area and Zone 124
Table 16-2: Parameters for SLC 129
Table 16-3: Parameters for Mechanized OCF 129
Table 16-4: Summary Statistics of RMRB(89) from the Tunnel Mapping 130
Table 16-5: Summary Statistics of Geological Strength Index (GSI) from the Tunnel Mapping 130
Table 16-6: Summary of Diamond Cored Drillholes Since 2015 131
Table 16-7: Rock Mass Characterization for Domain 135
Table 16-8: Summary of Uniaxial Compressive Strength (UCS) by Domain 138
Table 16-9: Summary of Elastic Modulus (E) by Domain 138
Table 16-10: Summary of Poisson Ratio (PR) by Domain 138
Table 16-11: Intact Rock Strength Parameters – Limestone 141
Table 16-12: Intact Rock Strength Parameters – Intrusive 141
Table 16-13: Rock Mass Strength Parameters 143
Table 16-14: Rock Mass Strength Parameters 144
Table 16-15: Mining Recovery and Dilution Factors 148
Table 16-16: Unit Value Metal Price Prices 149
Table 16-17: Metallurgical Recoveries 150
Table 16-18: NSR Calculation Parameters 150
Table 16-19: Operating Cost 153
Table 16-20: Economic Cut-Off Value by Mining Method (US$/t) 153
Table 16-21: Stope Optimization Software Inputs 154
Table 16-22: Reported Mine and Mill Production, 2012 to 2020 154
Table 16-23: LOM Production Rates 155
Table 16-24: LOM Production Schedule for 3,780 Tonnes/Day 156
Table 16-25: LOM Production Schedule for 5,500 Tonnes/Day (5,500 tpd in 2024) 157

 

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Table 16-26: LOM Production Schedule for 6,500 Tonnes/Day (6,500 tpd in 2024) 158
Table 16-27: LOM Production Schedule for 7,500 Tonnes/Day (7,500 tpd in 2024) 159
Table 16-28: Development Meters in Mine Plan 160
Table 16-29: LOM Development Schedule for 3,780 Tonnes/Day 162
Table 16-30: LOM Preparation Schedule for 3,780 Tonnes/Day 162
Table 16-31: LOM Waste Schedule for 3,780 Tonnes/Day 162
Table 16-32: LOM Development Schedule for 5,500 Tonnes/Day 162
Table 16-33: LOM Preparation Schedule for 5,500 Tonnes/Day 162
Table 16-34: LOM Waste Schedule for 5,500 Tonnes/Day 162
Table 16-35: LOM Development Schedule for 6,500 Tonnes/Day 162
Table 16-36: LOM Preparation Schedule for 6,500 Tonnes/Day 162
Table 16-37: LOM Waste Schedule for 6,500 Tonnes/Day 163
Table 16-38: LOM Development Schedule for 7,500 Tonnes/Day 163
Table 16-39: LOM Preparation Schedule for 7,500 Tonnes/Day 163
Table 16-40: LOM Waste Schedule for 7,500 Tonnes/Day 163
Table 16-41: Current List of Major Underground Mining Equipment at Yauricocha 164
Table 16-42: Main Planned Underground Mining Equipment (3,780 tpd) 166
Table 16-43: Main Planned Underground Mining Equipment (5,500 tpd - 2024) 166
Table 16-44: Main Planned Underground Mining Equipment (6,500 tpd - 2024) 167
Table 16-45: Main Planned Underground Mining Equipment (7,500 tpd - 2024) 167
Table 16-46: Production of Equipment and Person 168
Table 16-47: Yauricocha Mine Intake and Exhaust Airway Capacities 171
Table 16-48: Ventilation Requirements for Equipment and Personnel (3,780 tonnes/day) 172
Table 16-49: Ventilation Requirements by Year (3,780 tpd) 172
Table 16-50: Ventilation Requirements by Year - Mine Production 5,500 tpd 174
Table 16-51: Ventilation Requirements by Year - Mine Production 6,500 tpd 175
Table 16-52: Ventilation Requirements by Year - Mine Production 7,500 tpd 177
Table 17-1: Mill Tonnage and Head Grades, January 2019 to June 2020 181
Table 17-2: Yauricocha Polymetallic Circuit, 2013 to 2020* Performance 182
Table 17-3: Yauricocha Oxide Circuit, 2013 to 2018 Performance 185
Table 17-4: Yauricocha Plant, Major Process Equipment 190
Table 17-5: Polymetallic and Oxide Circuits – Consumables 191

 

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Table 18-1: Makeup Water Source and Use 200
Table 18-2: Chumpe Diesel Storage Capacity (US Gallons and Litres) 203
Table 18-3: Yauricocha Location Diesel Storage Capacity (US Gallons and Litres) 203
Table 18-4: Tailings Storage Facility (Stage 5 Expansion) 204
Table 19-1: Metal Price Forecast 207
Table 20-1: Approved Operation and Closure Permits 210
Table 20-2: Air Quality Monitoring (EIA extract) 220
Table 20-3: Environmental Noise Monitoring (EIA extract) 221
Table 20-4: Water Quality Monitoring (EIA extract) 221
Table 20-5: Closure Plan – Annual Calendar for Guarantee Payment 223
Table 20-6: Community Engagement Activities 223
Table 20-7: Closed Components 228
Table 20-8: Components for Future Closure 229
Table 20-9: Closure Plan – Summary of Investment per Periods (US$) 232
Table 21-1: Opex Forecast 3,780 Tonnes/Day 235
Table 21-2: Sustaining Capex Forecast 3,780 Tonnes/Day 235
Table 21-3: Growth Capex Forecast 3,780 Tonnes/Day 236
Table 21-4: Opex Forecast 5,500 Tonnes/Day (2024) 237
Table 21-5: Sustaining Capex Forecast 5,500 Tonnes/Day (2024) 237
Table 21-6: Growth Capex Forecast 5,500 Tonnes/Day (2024) 238
Table 21-7: Opex Forecast 6,500 Tonnes/Day (2024) 239
Table 21-8: Sustaining Capex Forecast 6,500 Tonnes/Day (2024) 239
Table 21-9: Growth Capex Forecast 6,500 Tonnes/Day (2024) 240
Table 21-10: Opex Forecast 7,500 Tonnes/Day (2024) 241
Table 21-11: Sustaining Capex Forecast 7,500 Tonnes/Day (2024) 241
Table 21-12: Growth Capex Forecast 7,500 Tonnes/Day (2024) 242
Table 22-1: Commodity Prices (CIBC, Consensus Commodity Forecast, August 2020) 243
Table 22-2: Summary Economic Forecast 244
Table 22-3: Incremental NPV and IRR Forecast 245
Table 22-4: Incremental NPV and Profitability Index (PI) Forecast 245
Table 22-5: Sensitivity Analysis NPV, 3,780 TPD (US$) 247
Table 22-6: Sensitivity Analysis NPV, 5,500 TPD (US$) 248

 

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Table 22-7: Sensitivity Analysis NPV, 6,500 TPD (US$) (2024) 249
Table 22-8: Sensitivity Analysis NPV, 7,500 TPD (US$) (2024) 250
Table 22-9: Yauricocha Mine - Risk Assessment 252
Table 26-1: Summary of Costs for Recommended Work 264
Table 28-1: Definition of Terms 271
Table 28-2: Abbreviations 273

 

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List of Figures

 

Figure 4-1: Yauricocha Location Map 10
Figure 4-2: Yauricocha Mineral Title Map 12
Figure 7-1: Local Geology Map (grid lines are 4 km x 4 km) 27
Figure 7-2: Geologic Map of Yauricocha Mine Area 28
Figure 9-1: Doña Leona Exploration Target Area 35
Figure 9-2: El Paso-Éxito Exploration Target Area 36
Figure 9-3: Victoria and Alida Exploration Target Areas 37
Figure 9-4: Kilcaska Exploration Target Area 38
Figure 10-1: Extent of Drilling and Sampling Plan View 41
Figure 10-2: Extent of Drilling and Sampling Sectional View 42
Figure 11-1: ALS Minerals Laboratory CRM (PLSUL-32) Performance 53
Figure 11-2: Yauricocha Mine Chumpe Laboratory CRM (PLSUL-24) Performance 56
Figure 11-3: Yauricocha Mine Chumpe Laboratory Blank (TR-18137) Performance 58
Figure 11-4: Yauricocha Mine Chumpe Duplicate Analyses’ Performances 60
Figure 13-1: Mineralized Material Tonnes Processed and Metal Grades (Excluding Silver) 67
Figure 13-2: Mineralized Material Tonnes Processed and Silver Grade (g/t) 67
Figure 14-1: Modeled Mineralized Areas Estimated at Yauricocha Mine 69
Figure 14-2: Mina Central Mineralized Model 72
Figure 14-3: Esperanza Mineralized Model 73
Figure 14-4: Cross-section of Esperanza Geological Model Showing Composite Ag Grades 74
Figure 14-5: Mascota Mineralized Model 75
Figure 14-6: Cuye Mineralized Model 76
Figure 14-7: Example of Cachi-Cachi Models 78
Figure 14-8: Cuerpos Pequeños Mineralized Model 79
Figure 14-9: Log Cumulative Probability Plots for Capping Analysis – Esperanza 84
Figure 14-10: Raw Sample Length Histogram for Mina Central and Esperanza 86
Figure 14-11: Sample Length vs. Ag, Pb, Cu and Zn Grade Plot for Mina Central 87
Figure 14-12: Total Metal Content vs. Density Regressions 89
Figure 14-13: Examples of Modelled Variograms for Mina Central and Esperanza 91
Figure 14-14: Visual Block to Composite Comparison – Mina Central 96

 

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Figure 14-15: Visual Block to Composite Comparison – Esperanza 97
Figure 14-16: Visual Block to Composite Comparison – Mascota 97
Figure 14-17: Mina Central and Esperanza Ordinary Kriging Result Comparison to Declustered Capped Composite Values 99
Figure 14-18: Mina Central and Esperanza Swath Plots 101
Figure 14-19: Example of Scripted and Re-classed Classification for Esperanza 103
Figure 14-20: Example of Scripted and Re-classed Classification for Mina Central 103
Figure 14-21: Example of Scripted and Re-classed Classification for Mascota Oxide Cu Pb-Ag 104
Figure 14-22: Example of Mining Depletion in Block Models – Mina Central 105
Figure 14-23: Mina Central Value vs. Tonnage Chart for M&I Resource Categories 114
Figure 14-24: Esperanza Value vs. Tonnage Chart for M&I Resource Categories 115
Figure 14-25: Cuye Value vs. Tonnage Chart for M&I Resource Categories 115
Figure 14-26: Mascota Value vs. Tonnage Chart for M&I Resource Categories 116
Figure 14-27: Cachi-Cachi Value vs. Tonnage Chart for M&I Resource Categories 116
Figure 14-28: Cuerpos Pequeños Value vs. Tonnage Chart for M&I Resource Categories 117
Figure 14-29: Yauricocha Value vs. Tonnage Chart for all Resource Categories 117
Figure 16-1: Yauricocha Mine Showing Mining Areas (Plan View) 121
Figure 16-2: Yauricocha Long Section Showing Mining Areas and Mineralized Zones (Looking Northeast) 122
Figure 16-3: Yauricocha Isometric Showing Mining Areas and Mineralized Zones 124
Figure 16-4: Typical Sub-level Cave Layout, 870 Level - Piso 12 in Antacaca Sur (Plan View) 126
Figure 16-5: Isometric View of Drawpoints in Mina Central (Looking West) 126
Figure 16-6: Schematic Showing Overhand Cut and Fill Mining (Long Section) 127
Figure 16-7: Laubscher Estimating for Drawpoints Design 128
Figure 16-8: Final Stope Design for Yauricocha 128
Figure 16-9: Conceptual Geotechnical Model (Plan View) 131
Figure 16-10: Stereogram of Main Joint Families 134
Figure 16-11: Major Fault (Isometric View) 134
Figure 16-12: Example Ground Control Management Level Plan 135
Figure 16-13: Timeline for Laboratory Test 136
Figure 16-14: Rock Mechanics Laboratory Tests (Intrusive and Limestone) Between 2012 to 2019 136
Figure 16-15: Soil Mechanics Laboratory Tests (Mineralized Material) Between 2012 to 2019 137

 

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Figure 16-16: Laboratory Tests Spatially Georeferenced (Northeast View) 137
Figure 16-17: Intact Rock Strength Envelope Hoek – Brown (Limestone) 140
Figure 16-18: Intact Rock Strength Envelope Hoek – Brown (Intrusive) 140
Figure 16-19: Humidity Content Test 141
Figure 16-20: Cohesion vs Humidity (Mineralized Material) 142
Figure 16-21: Internal Friction Angle vs Humidity (Mineralized Material) 142
Figure 16-22: Uniaxial Compressive Strength vs Humidity (Mineralized Material) 143
Figure 16-23: Ground Support Types 144
Figure 16-24: Example of Ground Support Design Profile 145
Figure 16-25: LOM Production – Tonnes per Year and %Grade 156
Figure 16-26: LOM Production – Tonnes per Year and NSR 156
Figure 16-27: LOM Production – 5,500 Tonnes per Year and %Grade 157
Figure 16-28: LOM Production – 5,500 Tonnes per Year and NSR 157
Figure 16-29: LOM Production – 6,500 Tonnes per Year and %Grade 158
Figure 16-30: LOM Production – 6,500 Tonnes per Year and NSR 158
Figure 16-31: LOM Production – 7,500 Tonnes per Year and %Grade 159
Figure 16-32: LOM Production – 7,500 Tonnes per Year and NSR 159
Figure 16-33: Mine Design Distribution of Mine Workings and Mineralized Areas 161
Figure 16-34: Zone III Ventilation Isometric View 170
Figure 16-35: Zone II and Zone V Ventilation Isometric View 171
Figure 17-1: Yauricocha Mill Concentrate Production and Recoveries 183
Figure 17-2: Yauricocha Block Flow Diagram 187
Figure 17-3: Flowsheet Polymetallic Plant 188
Figure 17-4: Flowsheet Oxide Plant 189
Figure 18-1: Project Infrastructure Location 194
Figure 18-2: Routes from Lima to the Project 195
Figure 18-3: Mining Area Infrastructure 197
Figure 22-1: Sensitivity Analysis – NPV vs. Production Rate 245
Figure 22-2: Sensitivity Analysis – 3,780 TPD 247
Figure 22-3: Sensitivity NPV vs. Discount Rate – 3,780 TPD 247
Figure 22-4: Sensitivity Analysis – 5,500 TPD 248
Figure 22-5: Sensitivity NPV vs. Discount Rate – 5,500 TPD 248

 

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Figure 22-6: Sensitivity Analysis – 6,500 TPD 249
Figure 22-7: Sensitivity NPV vs. Discount Rate – 6,500 TPD 249
Figure 22-8: Sensitivity Analysis – 7,500 TPD 250
Figure 22-9: Sensitivity NPV vs. Discount Rate – 7,500 TPD 250

 

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2Introduction and Terms of Reference

 

2.1Terms of Reference and Purpose of the Report

 

This report presents a Preliminary Economic Assessment (PEA) designed to give an indication of the economic viability of the Yauricocha property. The assessment is based on Indicated and Inferred Resources estimated by SRK and effective as of June 30, 2020. The mine plan presented in this PEA considers the Mineral Resources depleted to June 30, 2020.

 

Sierra prepared LOM production and development plans based on four production rate options ranging from the base case of 3,780 tpd to 7,500 tpd (Table 2-1). The specific details for these production options are described in Section 16, operating and capital cost information is provided in Section 21, and an economic analysis of each production rate option is provided in Section 22.

 

Table 2-1: LOM Production Rates

 

Tonnes/Day Tonnes/Year Comments
3,780 tpd (base case) 1.3 M Constant production rate through LOM *
5,500 tpd 2.0 M Increases from 3,780 tpd to 5,500 tpd in 2024
6,500 tpd 2.4 M Reaches 6,500 tpd in 2024
7,500 tpd 2.8 M Reaches 7,500 tpd in 2024

Source: Sierra Metals, Redco, 2020

Note: *3780 tpd used as the base case assumes that permit will be received to reach that level, which is in the initial process.

 

The reader is reminded that PEA studies are indicative and not definitive and that the Mineral Resources used in the proposed mine plan include Inferred Resources as allowed for by the CSA NI 43-101 in PEA studies. The PEA is preliminary in nature; it includes Inferred Mineral Resources that are considered too speculative geologically to have the economic considerations applied to them that would enable them to be categorized as Mineral Reserves, and there is no certainty that the results of the PEA will be realized.

 

2.2Qualifications of Consultants (SRK)

 

The consultants preparing this Technical Report are specialists in the fields of geology, exploration, Mineral Resource estimation and classification, underground mining, geotechnical, environmental, permitting, metallurgical testing, mineral processing, processing design, capital and operating cost estimation, and mineral economics.

 

None of the SRK consultants and associate consultants employed in the preparation of this report has any beneficial interest in Sierra Metals or its subsidiaries. The consultants are not insiders, associates, or affiliates of Sierra Metals or its subsidiaries. The results of this Technical Report are not dependent upon any prior agreements concerning the conclusions to be reached, nor are there any undisclosed understandings concerning any future business dealings between Sierra Metals and the consultants. The consultants are being paid a fee for their work in accordance with normal professional consulting practice.

 

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The following individuals, by virtue of their education, experience and professional association, are considered Qualified Persons (QPs) as defined in the NI 43-101 standard, for this report, and are members in good standing of appropriate professional institutions. QP certificates of authors are provided in Appendix A. The QPs are responsible for specific sections as follows:

 

·Andre Deiss, B.Sc. (Hons), Pr.Sci.Nat., MSAIMM, SRK Principal Consultant (Resource Geology), is the QP responsible for geology and Mineral Resources, Sections 7 through 12, 14 and portions of Sections 1, 25 and 26 summarized therefrom, of this Technical Report.

 

·Carl Kottmeier, B.A.Sc., P. Eng., MBA, SRK Principal Consultant (Mining), is the QP responsible for Sections 2 through 6, 27, 28 and portions of Sections 1, 25 and 26 summarized therefrom, of this Technical Report.

 

·Daniel H. Sepulveda, BSc, SME-RM, SRK Associate Consultant (Metallurgy), is the QP responsible for mineral processing, metallurgical testing and recovery methods Sections 13, 17, and portions of Sections 1, 25 and 26 summarized therefrom, of this Technical Report.

 

2.3Qualifications of Consultants (Sierra Metals)

 

The following individuals from Sierra Metals, by virtue of their education, experience and professional association, are considered QPs as defined in the NI 43-101 standard, for this report, and are members in good standing of appropriate professional institutions. QP certificates of authors are provided in Appendix A. The QPs are responsible for specific sections as follows:

 

Américo Zuzunaga, Mining Engineer, MBA, FAusIMM, Vice-President Corporate Planning, is the QP responsible for Sections 15, 16, 18, 19, 20, 21, 22, 23 and 24, and portions of Sections 1, 25 and 26 summarized therefrom, of this Technical Report.

 

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2.4Details of Inspection

 

Table 2-2 shows recent site visit participants.

 

Table 2-2: Site Visit Participants

 

Personnel Expertise Date(s) of Visit Details of Inspection
Andre Deiss Resource Geology, Mineral Resources April 28 – May 23, 2019 Reviewed geology, resource estimation methodology, sampling and drilling practices, and examined drill core.
Daniel Sepulveda Metallurgy and Process April 28 – May 23, 2019 Reviewed metallurgical test work, tailings storage, and process plant.

 

2.5Sources of Information

 

The sources of information used in the preparation of this report include data and reports supplied by Sierra Metals personnel as well as documents cited throughout the report and referenced in Section 27.

 

2.6Effective Date

 

The effective date of this report is June 30, 2020.

 

2.7Units of Measure

 

The metric system has been used throughout this report. Tonnes (t) are metric, comprising of 1,000 kg, or 2,204.6 lb. All currency is in U.S. dollars (US$ or USD) unless otherwise stated.

 

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3Reliance on Other Experts

 

The consultants’ opinions contained herein are based on information provided to the consultants by Sierra Metals throughout the course of the investigations.

 

The consultants used their experience to determine if the information from previous reports was suitable for inclusion in this Technical Report and adjusted information that required amending. This report includes technical information that required subsequent calculations to derive subtotals, totals and weighted averages. Such calculations inherently involve a degree of rounding and consequently introduce a margin of error. Where these occur, the consultants do not consider them to be material.

 

SRK received statements of validity for mineral titles, surface ownership and permitting for various areas and aspects of the Yauricocha Mine and reproduced them for this report. Sierra has assured SRK that the mineral titles, surface ownership and permitting are all valid and in good order. As such, these items have not been independently reviewed by SRK and SRK did not seek an independent legal opinion of these items.

 

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4Property Description and Location

 

4.1Property Location

 

The Yauricocha Mine is in the Alis district, Yauyos province, Department of Lima, approximately 12 km west of the Continental Divide and 60 km south of the Pachacayo railway station. The active mining area within the mineral concessions is located at coordinates 421,500 m east by 8,638,300 m north on UTM Zone 18L on the South American 1969 Datum, or latitude and longitude of 12.3105⁰ S and 75.7219⁰ W. It is geographically in the high zone of the eastern Andean Cordillera and within one of the major sources of the River Cañete, which discharges into the Pacific Ocean. The mine is at an average altitude of 4,600 masl. Figure 4-1 shows the project location.

 

 

Source: Sierra Metals, 2020

 

Figure 4-1: Yauricocha Location Map

 

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4.2Mineral Titles

 

The mining concession Acumulación Yauricocha (Figure 4-2) was transferred from Empresa Minera del Centro del Peru, the Peruvian state-owned mining entity, to Minera Corona in 2002 (Empresa Minera, 2002) for the sum of US$4,010,000, plus an agreement to invest US$3,000,000 to project development or to the community, which has been completed. The Accumulation Yauricocha includes the mineral rights on 18,685 ha. It includes areas in the communities of San Lorenzo de Alis, Laraos, Tinco, Huancachi, and Tomas. Dia Bras purchased 82% of Minera Corona in May 2011. On December 5, 2012, Dia Bras Exploration changed its name to Sierra Metals Inc. According to information provided by Sierra, the mineral concessions are not subject to an expiration date and remain in effect as long as these two conditions are met:

 

1.Renewal payment is made to the Peruvian federal government in the amount of US$3 per hectare (ha); and

 

2.Annual minimum production amount of US$100 per year, per hectare.

 

Included within the above area is a processing site concession with an area of 148.5 ha with a permitted capacity of 3,000 dry tpd. This has been authorized by Resolution No. 279- 2010-MEM-DGM/V on July 14, 2010.

 

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Source: Sierra Metals, 2019

 

Figure 4-2: Yauricocha Mineral Title Map

 

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4.2.1Nature and Extent of Issuer’s Interest

 

As part of the mineral concessions transfer from Empresa Minera del Centro del Peru in 2002 (see Section 4.2), Minera Corona acquired approximately 677 ha of land and associated surface rights. A portion of the San Lorenzo Alis community is located within the 677 ha.

 

In 2007, Minera Corona entered into an additional agreement with the San Lorenzo Alis community (Villaran, 2009). Under this agreement, Minera Corona owns the surface rights and may conduct mining operations in the subject 677 ha through August 2, 2037, or until mine closure, whichever comes first. In exchange, Minera Corona is obligated to pay the San Lorenzo Alis community an annual fee. This fee is paid by Minera Corona every two years beginning on January 1, 2009, and surface rights remain in good standing. However, in February 2013 an addendum was signed which establishes that the payments must be made every year. This right of usufruct (beneficial use) has been registered before the Public Registry of Lima, Office of Cañete (Public Registry of Lima et al, 2013).

 

Minera Corona has in place several land surface agreements by means of which the title holders of the land surfaces within the area of the Acumulación Yauricocha mining concession, grants Minera Corona the right to use the superficial surface and execute mining activities. The agreements entered by Minera Corona in this regard, are the following:

 

Lease Agreement: Huacuypacha

 

Minera Corona has entered into a lease agreement with Mr. Abdon Vilchez Melo, regarding the surface land within the real property named Huacuypacha, located in Tinco, district of Alis, province of Yauyos, Department of Lima. This land is not registered in the Public Registry. By means of this agreement, Minera Corona acquired the right to use said land, including access to water boreholes.

 

This agreement has been renewed in four opportunities. The term of the agreement expires on December 31, 2021.

 

Lease Agreement: Queka and Cachi-Cachi

 

Minera Corona has entered into a lease agreement with the Family Varillas, in relation to land containing 56 ha located in district of Alis, province of Yauyos, Department of Lima. This land is not registered in the Public Registry. By means of this agreement, the landowner granted the use of the referred land in favor of Minera Corona for a total payment of S/.31,500. In addition to the payment obligation, Minera Corona has assumed the obligation to take care of all the environmental liabilities that its activities could generate.

 

This agreement has been amended in two opportunities. The term of the agreement expired on March 7, 2012. However, Minera Corona has signed a new agreement extending the term of the lease until March 7, 2022 in exchange for a one-time payment of S/.210,000.

 

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4.3Royalties, Agreements and Encumbrances

 

4.3.1Debt

 

On March 11, 2019, the Company entered into a new six-year senior secured corporate credit facility (“Corporate Facility”) with Banco de Credito de Peru that provides funding of up to $100 million effective March 8, 2019. The Corporate Facility provides the Company with additional liquidity and will provide the financial flexibility to fund future capital projects as well as corporate working capital requirements. The Company will also use the proceeds of the new facility to repay existing debt balances. The most significant terms of the agreement are:

 

·Term: 6-year term maturing March 2025;

 

·Principal Repayment Grace Period: 2 years;

 

·Principal Repayment Period: 4 years; and

 

·Interest Rate: 3.15% + 3-Month London Interbank Offered (LIBOR).

 

The Corporate Facility is subject to customary covenants, including consolidated net leverage and interest coverage ratios and customary events of default. The Company is in compliance with all covenants as of March 31, 2019. On March 11, 2019, Dia Bras Peru drew down $21.4 million from this facility. Interest is payable quarterly and interest payments will begin on the drawn and undrawn portions of the facility starting in June 2019.

 

Principal payments on the amount drawn from the facility will begin in March 2021. The Company repaid the amount owed on the Corona Acquisition Facility on May 11, 2019 using funds drawn from the new facility. The loan is recorded at amortized cost and is being accreted to face value over 6 years using an effective interest rate of 5.75%.

 

4.3.2Royalties and Special Taxes

 

In 2011, the Peruvian Congress passed a new Mining Law effective in 2012. Under this law, a Special Tax and Royalty is introduced which applies to the operating margin of producing mining companies. The margin rates for a given interval of Earnings Before Interest and Tax (EBIT) are shown in Table 4-1. The total royalty is the summation of the special mining tax and the mining royalty.

 

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Table 4-1: Royalty and Special Tax Scale

 

EBIT Margin Special Mining Tax – Margin Rate Mining Royalty – Margin Raw
0.00% 5.00% 0.00% 0.00%
5.00% 10.00% 2.00% 1.00%
10.00% 15.00% 2.40% 1.75%
15.00% 20.00% 2.80% 2.50%
20.00% 25.00% 3.20% 3.25%
25.00% 30.00% 3.60% 4.00%
30.00% 35.00% 4.00% 4.75%
35.00% 40.00% 4.40% 5.50%
40.00% 45.00% 4.80% 6.25%
45.00% 50.00% 5.20% 7.00%
50.00% 55.00% 5.60% 7.75%
55.00% 60.00% 6.00% 8.50%
60.00% 65.00% 6.40% 9.25%
65.00% 70.00% 6.80% 10.00%
70.00% 75.00% 7.20% 10.75%
75.00% 80.00% 7.60% 11.50%
80.00% 85.00% 8.00% 12.00%
85.00% 90.00% 8.40%  

Source: Gustavson, 2015

 

4.4Environmental Liabilities and Permitting

 

The mine known as “Acumulación Yauricocha Unit” is located on the property of the San Lorenzo de Alis and Laraos Communities and in the buffer zone of the Nor Yauyos-Cochas landscape reserve. It was established by the Supreme Decree N° 033-2001-AG (06/03/2001) which has a Master Plan 2006-2011 by the National Institute of Natural Resources and Natural Protected Area Office (INRENA, Instituto Nacional de Recursos Naturales, and IANP, Intendencia de Áreas Naturales Protegidas).

 

Sierra has managed its operations in Acumulación Yauricocha based on:

 

·The Environmental Adjustment and Management Plan (PAMA, Plan de Adecuación y Manejo Ambiental) presented by CENTROMIN (approved by Directorial resolution N° 015-97-EM/DGM, 01/03/1997);

 

·The modification of the implementation nine projects of the PAMA of the Yauricocha Production Unit presented by CENTROMIN (approved by Directorial resolution N° 159-2002-EM-DGAA, 05/23/2002);

 

·The implementation of the PAMA “Yauricocha" Administrative Economic Unit by Sierra (approved by Directorial resolution N° 031-2007-MINEM-DGM, 02/08/2007);

 

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·The Mine Closure Plan (PCM) at feasibility level of the Yauricocha Mining Unit, presented by Sierra (approved by Directorial resolution N° 258-2009-MINEM-AAM, 08/24/2009);

 

·Authorization to operate the Mill N° 4 (8'x10') and the amendment of the "Yauricocha Chumpe" Benefit Concession to the expanded capacity of 2500 TMD, presented by Sierra (approved by Resolution N° 279-2010-MINEM-DGM-V, 07/14/2010);

 

·The Yauricocha Mining Unit Mine Closure Plan Update, presented by Sierra (approved by Directorial resolution N° 495-2013-MINEM-AAM, 12/17/2013);

 

·Supporting Technical Reports to the PAMA (ITS, Informe Técnico Sustentatorio) "Expanding the capacity of the Processing Plant Chumpe of the Accumulated Yauricocha Unit from 2500 to 3000 TMD" (approved by Directorial resolution N° 242-2015-MINEM-DGAAM, 06/09/2015);

 

·Supporting Technical Report to the PAMA (ITS) "Technological improvement of the domestic waste water treatment system" (approved by Directorial resolution N° 486-2015-MINEM-DGAAM, 11/12/2015); and

 

·Approval of the amendment of the Closure Plan of the Yauricocha Mining Unit (approved by Directorial resolution N° 002-2016-MINEM-DGAAM, 01/08/2016).

 

The Supporting Technical Reports are prepared in compliance with the Supreme Decree N° 054-2013-PCM (article Art. 4) and R.M. N° 120-2014-MEM/DM, and refer to the modification of mining components, or extensions and upgrades in the mining unit, in exploration and exploitation projects when the environmental impacts are insignificant.

 

Environmental liabilities and permitting are discussed in further detail in Section 20. A list of approved environmental and closure permits is included in Section 20.1 Required Permits and Status.

 

4.5Other Significant Factors and Risks

 

SRK is not aware of any additional significant factors or risks that affect access, title, right, or ability to perform work on the property.

 

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5Accessibility, Climate, Local Resources, Infrastructure and Physiography

 

Sections 5.1, 5.2, 5.3 and 5.4 of this Report have been excerpted from NI 43-101 Technical Report on the Yauricocha Mine, prepared by Gustavson Associates, report date May 11, 2015 and are shown in italics. Standardizations have been made to suit the format of this report; any changes to the text have been indicated using [brackets].

 

5.1Topography, Elevation and Vegetation

 

The topography of the Yauricocha mining district is abrupt, typical alpine terrain. Pliocene erosion is clearly recognizable in the undulating, open fields to the northeast of the Continental Divide while to the southeast the terrain is cut by deep valleys and canyons. The extent of this erosion is evidenced by mountain peaks with an average elevation of 5,000 masl.

 

To the southeast of the Continental Divide, the high valleys are related to the Chacra Uplift. Below 3,400 m elevation, this grand period of uplift is clearly illustrated by deep canyons that in some cases are thousands of meters deep. Valleys above 4,000 masl clearly demonstrate the effects of Pliocene glaciations, with well-developed lateral and terminal moraines, U-shaped valleys, hanging valleys and glacial lakes.

 

Vegetation in the Yauricocha area is principally tropical alpine – rain tundra. The flora is varied with species of grasses, bushes, and some trees. The biological diversity is typical of Andean alpine communities.

 

5.2Accessibility and Transportation to the Property

 

The principal access to the Mine is the main Lima – Huancayo – Yauricocha highway. The highway is paved (asphalt) for the first 420 km, along the Lima – Huancayo – Chupaca interval. From Chupaca to the Mine the road is unpaved.

 

Another important access route is along the southern Pan-American Highway from Lima through Cañete to Yauricocha, through the valley of the Rio Cañete, for a distance of 370 km. The road is paved (asphalt) from Lima to Pacarán, and from Pacarán to the mine it is unpaved.

 

5.3Climate and Length of Operating Season

 

The climate in the region is cool, with two well-demarcated seasons with daytime temperatures above 20º C; the nights are cool with temperatures below 10º C. Operations are carried out year-round. The wet season extends from November to April, and during April and May there is broad vegetative cover. The dry season covers the remainder of the year.

 

During the wet season, snow and hail feed the glaciers, which subsequently feed streams that descend the mountainsides and feed the lakes below.

 

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The climate factors do not affect the length of the operating season, and the mine operates continuously year-round.

 

5.4Sufficiency of Surface Rights

 

Overall, the property position including mineral concessions and surface rights are expected to be sufficient for foreseeable mine activities. The project infrastructure is located within the area where Sierra Metals has surface rights. The Cachi-Cachi mine is located within the area of mineral rights, but outside of the area of surface rights. Cachi-Cachi is an underground mine, and surface access to Cachi-Cachi is located within the area of surface rights.

 

Of the 20 km length of the property along strike, approximately 4 km have been developed near the center of the property.

 

5.5Infrastructure Availability and Sources

 

5.5.1Power

 

The primary power is provided through the existing power system, Sistema Interconectado Nacional (SINAC) to the Oroya Substation. A three phase, 60 hertz, 69 kV power line owned and operated by Statkraft (SN Power Peru S.A.) through its subsidiary, Electroandes S.A. delivers electricity from the Oroya Substation to the Project substation at Chumpe. Power is transformed to 69 kV line voltage and approximately 9 MVA is supplied to the mine and 3.75 MVA is supplied to the processing plant.

 

5.5.2Water

 

Water is sourced from Ococha Lagoon, Cachi-Cachi underground mine, and recycle/overflow water from the TSF depending on end use.

 

5.5.3Mining Personnel

 

The largest community in the area is Huancayo located approximately 100 km to the east-northeast. Huancayo and the surrounding communities have a combined population of approximately 340,000. Huancayo is the capital of the Junin Region of Peru.

 

The employees live on-site at four camps and a hotel with capacity to house approximately 2,000 people. The camps include the supervisory camp, the mill camp, and the mining camp that also houses mining contractors. There are approximately 1,700 people (500 employees and 1,200 contractors) currently working on the site.

 

5.5.4Potential Tailings Storage Areas

 

Tailings from the Chumpe Mill are stored in the TSF. The tailings undergo flocculation and settling and are then processed through a thickener and piped to the existing permitted TSF. The dam up to Stage 7 has a capacity of 7,773 km3. Currently, the construction of Stage 5 Phase 1 (4531 masl) has been completed for a capacity of 1,003 km3. The construction of Phase 2 of Stage 5 (4533 masl) is to be restarted in November 2020, continuing with Stage 6 in 2021 and Stage 7 in 2022.

 

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5.5.5Potential Waste Rock Disposal Areas

 

The Project site has existing permitted waste disposal areas as well as systems to handle miscellaneous wastes.

 

5.5.6Potential Processing Plant Sites

 

The site has an existing mineral processing site that has been in use for several years.

 

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6History

 

6.1Prior Ownership and Ownership Changes

 

The silver of Yauricocha was initially documented by Alexander von Humboldt in the early 1800s. In 1905, the Valladares family filed the claims of what is today the Yauricocha Mine. The Valladares family mined high grade silver mineralized material for 22 years and in 1927, Cerro de Pasco Corporation acquired the Yauricocha claims. In 1948, Cerro de Pasco commenced mining operations at Yauricocha until the Peruvian Military Government nationalized Cerro de Pasco Corporation and Yauricocha became a production unit of State-owned Centromin Peru S.A. for 30 years. In 2002, the Yauricocha unit was privatized and purchased by Sociedad Minera Corona S.A. (Minera Corona). Dia Bras (renamed Sierra Metals Inc. in 2012) acquired 82% of the total equity of Minera Corona in May 2011.

 

Sierra Metals retains a controlling ownership status in the Yauricocha Mine, through their subsidiary Minera Corona. An unnamed private interest holds 18.16% equity ownership in Yauricocha, with Sierra Metals holding the remaining 81.84%.

 

6.2Exploration and Development Results of Previous Owners

 

Prior to the 1970s detailed production records are unavailable. Since 1973, Company records indicate that Yauricocha has produced 13.6 Mt of mineralized material containing 63 Moz of silver as well as 378 kt of lead, 117 kt of copper and nearly 618 kt of zinc. Since 1979, Yauricocha has averaged 413,000 t of production per year. The historical estimates presented below predate CIM and NI 43-101 reporting standards and therefore cannot be relied upon. These estimates were not used as a basis for the current Resource as the material has already been mined and processed.

 

Table 6-1 summarizes exploration and mining statistics under Minera Corona ownership. Mineral inventory is derived from Company reports to Peruvian regulatory authorities and are not CIM compliant. Mine production is derived from actual mine production records.

 

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Table 6-1: Prior Exploration and Development Results (1)

 

Year Exploration
(m)
Development
and Infill
(m)
Exploration 
&
Development
Drilling (DM)
By Company
(m)
Drilling (DDH)
Contractor
(m)
Mine
Production
(t)
Mineral
Inventory
(t)
2002 2,726 1,160 3,886 1,887 NA 124,377 34,463
2003 3,307 1,648 4,955 3,415 NA 212,677 571,520
2004 1,778 2,245 4,023 2,970 NA 233,486 1,001,350
2005 2,004 2,030 4,034 3,160 8,043 373,546 702,524
2006 788 1,998 2,786 2,999 10,195 487,909 6,371,845
2007 826 1,640 2,466 4,751 6,196 546,652 4,773,198
2008 796 1,584 2,380 5,379 13,445 690,222 4,720,606
2009 872 1,040 1,912 4,955 13,579 802,737 4,974,593
2010 454 632 1,086 4,615 3,527 837,389 5,379,526
2011 684 927 1,611 5,195 9,071 816,289 4,943,770
2012 921 609 1,530 11,532 31,257 872,869 5,246,000
2013 1,730 839 2,569 10,653 16,781 840,711 6,394,000
2014 680 331 1,011 9,357 30,455 89,091 NA
2015 120 220 342 9,735 33,214 802,251 5,337,000 (2)
2016 920 5,319 6,239 9,145 4,202 847,467 NA
2017 865 7,655 8,520 7,384 49,715 1,009,635 8,917,000 (3)
2018 1,120 5,073 6,193 5,103 36,771 1,074,475 NA
2019 956 3,226 4,182 4,653 45,983 1,127,480 8,439,000 (4)
2020* 35 1,863 1,898 1,076 10,212 457,029 NA

Source: Sierra Metals, 2020

* January to June 30, 2020

 

(1)Except as noted below, Mineral Inventory included Proven and Probable Reserves and Indicated Resources as reported to the Peruvian Exchange and is not CIM compliant. These numbers are for historic information purposes only.
(2)Proven and Probable Reserves estimated by Gustavson on May 11, 2015 (excludes Resources)
(3)Proven and Probable Reserves estimated by SRK, as of July 31, 2017 (excludes Resources)
(4)Proven and Probable Reserves estimated by SRK as of October 31, 2019 (excludes Resources)

 

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6.3Historic Production

 

Historic production is shown in Table 6-2 and is based on Yauricocha Mine production reports.

 

Table 6-2: Historic Yauricocha Production (From Mine Production Reports)

 

Fiscal Year Data Source Date Ended Mineralized Material Processed
(t)
Ag
(oz)
Cu
(t)
Zn
(t)
Pb
(t)
2001 Reported Actual 12/31/2001 235,000 1,124,086 530 15,136 8,402
2002 Reported Actual 12/31/2002 124,000 592,538 356 7,736 4,965
2003 Reported Actual 12/31/2003 213,000 898,066 803 11,389 6,540
2004 Reported Actual 12/31/2004 356,800 643,000 1,046 14,952 996
2005 Reported Actual 12/31/2005 374,642 868,000 2,491 22,657 6,883
2006 SNL Standardized Estimate 12/31/2006 269,333 915,717 3,902 20,620 7,070
2007 Reported Actual 12/31/2007 NA NA 5,330 NA NA
2008 Reported Actual 12/31/2008 NA 1,832,550 5,456 20,466 11,560
2009 Reported Actual 12/31/2009 790,743 NA NA NA NA
2010 Reported Actual 12/31/2010 837,839 NA NA NA NA
2011 Reported Actual 12/31/2011 816,289 1,230,000 3,348 9,946 8,723
2012 Reported Actual 12/31/2012 872,869 2,143,971 4,110 22,628 15,966
2013 Reported Actual 12/31/2013 837,496 1,866,769 2,955 23,050 16,808
2014 Reported Actual 12/31/2014 890,910 2,121,565 3,491 24,610 21,189
2015 Reported Actual 12/31/2015 829,805 1,791,056 2,525 19,086 17,885
2016 Reported Actual 12/31/2016 897,169 1,688,183 2,849 24,859 16,529
2017 Reported Actual 12/31/2017 1,023,491 1,414,087 5,316 34,088 12,685
2018 Reported Actual 12/31/2018 1,106,648 1,315,101 7,553 34,713 11,938
2019 Reported Actual 12/31/2019 1,092,410 2,244,354 11,809 40,456 17,225
2020* Reported Actual 6/30/2020 483,509 1,030,944 5,685 18,022 7,685

Source: Sierra Metals, 2020

* January to June 30, 2020

 

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7Geological Setting and Mineralization

 

Sections 7.1, 7.2 and 7.3 of this Report has been excerpted from NI 43-101 Technical Report on the Yauricocha Mine, prepared by Gustavson Associates, report date May 11, 2015 and are shown in italics. Some new information has also been provided by Sierra Metals. Standardizations have been made to suit the format of this report; any changes to the text have been indicated by the use of [brackets].

 

7.1Regional Geology

 

Most of the stratigraphy, structure, magmatism, volcanism and mineralization in Peru are spatially- and genetically-related to the tectonic evolution of the Andean Cordillera that is situated along a major convergent subduction zone where a segment of the oceanic crust, the Nazca Plate, slips beneath the overriding South American continental plate. The Andean Cordillera has a metamorphic rock basement of Proterozoic age on which Hercynian Paleozoic sedimentary rocks accumulated and were, in turn, deformed by plutonism and volcanism to Upper Paleozoic time. Beginning in the Late Triassic time, following Atlantic Ocean rifting, two periods of subduction along the western margins of South America resulted in the formation of the present Andes: the Mariana-type subduction from the Late Triassic to Late Cretaceous and Andean-style subduction from the Late Cretaceous to the present. Late Triassic to late Cretaceous Mariana-type subduction resulted in an environment of extension and crustal attenuation producing an oceanic trench, island arcs, and back arc basin from west to east. The back-arc basin reportedly has two basinal components, the Western Basin and Eastern Basin, which are separated by the Cusco – Puno high, probably part of the Maranon Arch. The basins are largely comprised of marine clastic and minor carbonate lithologies of the Yura and Mara Groups overlain by carbonates of the Ferrobamba Formation. The western back-arc basin, called the ‘Arequipa Basin’, is the present Western Andean Cordillera of Peru; the site of a Holocene magmatic belt that spans the Andes and was emplaced from Late Oligocene to 25 Ma.

 

The Western Andean Cordillera is recognized for its world class base- and precious-metal deposits, many of which have been intermittently mined since Incan time. Most of the metal deposits in Peru are spatially and genetically associated with metal-rich hydrothermal fluids generated along magmatic belts that were emplaced along convergent plate tectonic lineaments. Furthermore, many of these primary base-metal deposits have undergone significant supergene enrichment due to uplift and weathering over the last 30 Ma.

 

Radiometric studies have correlated the igneous host rocks and attendant hydrothermal alteration for some of the largest and richest porphyry copper deposits in the world along the Western Andean Cordillera from 6° to 32° south, including the Chalcobamba – Tintaya iron-gold-copper skarn and porphyry belt (30 to 35 Ma) in the main magmatic arc, southward through the Santa Lucia district (25 to 30 Ma) and into Chile. The Andahuaylas-Yauri Porphyry Copper Belt, a well-known 300 km long porphyry copper belt related to middle Eocene to early Oligocene calc-alkaline plutonism, is situated along the northeastern edge of the Western Andean Cordillera.

 

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7.2Local Geology

 

The local geology of the Yauricocha Mine has been well understood by Minera Corona personnel for a number of years and is summarized as follows. Figure 7-1 and Figure 7-2 show the local surface geology of the Yauricocha area.

 

Goyllarisquizga Formation

 

The oldest rocks exposed in the area are the lower Cretaceous Goyllarisquizga arenites. This formation is approximately 300 m thick and comprises thick gray and white arenites, locally banded with carbonaceous lutites as well as small mantos of low-quality coal beds and clay. In the vicinity of Chaucha, these arenites have near their base interbedded, red lutite. The arenites crop out in the cores of the anticlines southwest of Yauricocha, as beds dispersed along the Chacras uplift, and isolated outcrops in the Éxito zone.

 

Jumasha Formation

 

The mid-Cretaceous Jumasha Formation consists of massive gray limestone, averages 700 m thick, and concordantly overlies the Goyllarisquizga Formation. Intercalations of carbonaceous lutites occur at its base near the contact with the arenites. These layers are succeeded by discontinuous lenses of maroon and grey limestone, occasionally with horizons of lutite and chert about 6 m thick. Also present are pseudo-breccias of probable sedimentary origin and a basaltic sill.

 

Celendín Formation

 

The Celendín Formation concordantly overlies the Jumasha Formation and contains finely stratified silicic lutites with intercalations of recrystallized limestone of Santoniana age as well as the France Chert. The average thickness in the Yauricocha area is 400 m.

 

Casapalca Red Beds

 

The Casapalca red beds lay concordantly on the Celendín Formation with a gradational contact. It has been assigned an age between upper Cretaceous and lower Tertiary, but because of the absence of fossils its age cannot be precisely determined. It is composed primarily of calcareous red lutites, pure limestones, and reddish arenaceous limestone. Lava flows and tuffaceous beds have been occasionally reported.

 

Intrusions

 

Major intrusive activity occurred during the Miocene period. Radiometric K-Ar ages derived from biotite samples taken in the Yauricocha and Éxito areas yield an average age of 6.9 Ma. The intrusives cut the sediments at a steep angle and exhibit sharp contacts, as well as a tendency to follow the regional strike and dip of the structure. The intrusions vary in size from bodies of several hundred square meters to large masses that cover several square kilometers. Small intrusive compositions vary from granodiorite to quartz monzonite at margins and are typically porphyritic with phenocrysts of plagioclase, orthoclase, biotite, hornblende and quartz. The plagioclases vary from orthoclase to andesine.

 

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Metamorphism

 

All of the intrusions have produced metamorphic aureoles in the surrounding rocks. The extent, type, and grade of metamorphism vary greatly with the type of rock intruded. The rocks have been altered to quartzites, hornfelsed lutites, and recrystallized limestones. Locally, the intrusions have produced narrow zones of skarn of variable width. These skarn zones contain epidote, zoisite, tremolite, wollastonite, phlogopite, garnet, chlorite and diopside.

 

Structure

 

The Andean Cordillera uplift has dominated the structural evolution of the Yauricocha area through episodes of folding, fracturing, and brecciation associated with the local structure having a general NW-SE strike principally expressed as follows:

 

Folds

 

Various folds make up the principal structures of the Yauricocha area. The Purísima Concepcíon anticline and the France Chert syncline occur in the Mina Central area, while the Cachi-Cachi anticline and Huamanrripa al Norte syncline and the Quimpara syncline occur immediately to the south of Lake Pumacocha, north of Mina San Valentíne.

 

The Purísima Concepcíon anticline, located southwest of the Yauricocha Mine in the Mina Central area, is well defined by a tightly folded basaltic sill 17 m thick. The axial trace trends approximately N50W with a gentle SE plunge of 20°. In the axis of this anticline and towards Flanco East, the basaltic sill contains occurrences of disseminated gold in horizontal, silicic breccias.

 

The France Chert syncline is a tight fold, also in the Mina Central area, but located northeast of the mine. Its axial trace changes trend from N35W in the south to N65W in the north and has a SE40 plunge. The Yauricocha mineral deposit is found in the west flank of this fold and in banded limestones without subsidiary folding.

 

In the Mina Central area, the NW strike of the folded sediments was rotated about 30° clockwise horizontally. This distortion can be attributed to a basement shear fault that strikes NE-SW. The axial trace of the Cachi-Cachi-Prometida anticline strikes approximately N80W to N70W and its flanks dip to the north (Prometida) and south (Cachi-Cachi) with a plunge to the east. Mineralization in the vicinity of the major North Intrusive located 2 km north of Mina Central is associated with this fold.

 

The Quimpara syncline, located 1 km south of the discharge stream of Pumacocha Lake, has an axial trace that strikes N45W. Its east flank is in contact with the intrusive at an angle dipping 70° to 75°W. Its west flank dips about 80°E conformably with beds of dark gray limestone that are recrystallized in the vicinity of the contact. Garnets, magnetite and copper oxides occur in the same contact.

 

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Fractures

 

Diverse systems of fractures were developed during episodes of strong deformation.

 

Folding occurred before and/or contemporaneous with intrusive emplacement. Primary fractures developed during folding along with longitudinal faults parallel to the regional strike of the stratigraphy. These faults combined to form the Yauricocha Fault along the Jumasha limestone- Celendín lutite contact. The Yauricocha Fault extends a great distance from the SE of the Ipillo mine continuing to the north behind Huamanrripa hill, parallel to and along Silacocha Lake.

 

After the intrusions were emplaced, the strike of the folds NW of the mine was rotated by strong horizontal forces some 30°. As a result of this rotation, three sets of shears and joints were developed: NW-SE, NE-SW and E-W with dips of 50-80° NE or SW first, then 60-85° SE or NW, and finally N or S with nearly vertical dips. This set of fractures forms fault blocks that cut the dominant lithologies of the area and join with the Yauricocha Fault. The Yauricocha Fault is the most significant fault in the mining district and is a strong control on mineralization.

 

Contacts

 

The contacts of the Jumasha limestone-Celendín lutite, the Jumasha limestone-intrusions, and Celendín lutite-intrusions had major influence on the development of folds, fractures and ascension of mineralizing fluids.

 

Breccias

 

The breccias that occur in the Yauricocha area typically follow structural lineaments and occur predominantly in the limestones associated with contacts and intersections of fractures. They form tabular and chimney-like bodies. Tectonic breccias, forming near intrusions or contacts, constitute some of the principal receptive structures for mineralization.

 

CK November 2020

 

 

SRK Consulting
2US043.007 Sierra Metals Inc.
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Source: Sierra Metals, 2020

 

Figure 7-1: Local Geology Map (grid lines are 4 km x 4 km)

 

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Source: Sierra Metals, 2020

 

Figure 7-2: Geologic Map of Yauricocha Mine Area

 

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7.3Significant Mineralized Zones

  

Mineralization at the Yauricocha Mine is represented by variably oxidized portions of a multiple-phase polymetallic system with at least two stages of mineralization, demonstrated by sulfide veins cutting brecciated polymetallic sulfide mineralized bodies. The mineralized bodies and quartz-sulfide veins appear to be intimately related and form a very important structural/mineralogical assemblage in the Yauricocha mineral deposit. Comments made herein regarding the characteristics of the Yauricocha district apply directly to the Yauricocha Mine.

 

All parts of the property with historic exploration or current production activity are in the current area of operations. This area is nearly centered within the concession boundary and there is both space and potential to expand the resources and the operation both directions along the strike of the Yauricocha Fault.

 

Minera Corona has developed local classifications describing milling and metallurgical characteristics of mineralization at Yauricocha: polymetallic, oxide, and copper. “Polymetallic” mineralization is represented by Pb-Zn sulfides, often with significant Ag values, “oxide” refers to mineralization that predominantly comprises oxidized sulfides and resulting supergene oxides, hydroxides and/or carbonates (often with anomalous Au), and the “copper” classification is represented by high values of Cu with little attendant Pb-Zn.

 

More details on the mineralized zones are provided in Section 14.

 

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8Deposit Types

 

Section 8.1 of this Report has been excerpted from NI 43-101 Technical Report on the Yauricocha Mine, prepared by Gustavson Associates, report date May 11, 2015, and is shown in italics. Some new information has also been provided by Sierra Metals. Standardizations have been made to suit the format of this report; any changes to the text have been indicated by the use of [brackets].

 

8.1Mineral Deposit

 

Mineralization in the Yauricocha district is spatially and genetically related to the Yauricocha stock, a composite intrusive body of granodioritic to quartz monzonitic composition that has been radiometrically dated at late Miocene (approximately 7.5 million years old) (Giletti and Day, 1968). The stock intrudes tightly folded beds of the late Cretaceous Jumasha and Celendín Formations and the overlying Casapalca Formation (latest Cretaceous and Paleocene?). Mineralized bodies are dominantly high-temperature polymetallic sulfide bodies that replaced limestone. Metal-bearing solutions of the Yauricocha magmatic-hydrothermal system were highly reactive and intensely attacked the carbonate wall rock of the Jumasha and Celendín Formations, producing the channels in which sulfides were deposited.

 

Base and precious metals were largely precipitated within several hundred meters of the stock (Lacy, 1949; Thompson, 1960). Skarn is developed adjacent to the stock but does not host appreciable amounts of economic mineralization (Alverez and Noble, 1988). Mineralization typically exhibits both vertical and radial zoning and there is a pronounced district zoning, with an inner core of enargite (the principal copper mineral) giving way outward to an enargite-chalcopyrite-bornite zone, which in turn is succeeded to the west by zones characterized by sphalerite, galena and silver (Lacy, 1949; Thompson, 1960).

 

The mineralized zones at Yauricocha are partially to completely oxidized and extend from the surface to below level 1220. Supergene enrichment is closely related to oxidation distribution. Supergene covellite, chalcocite and digenite are found where the sulfide minerals are in contact with oxidized areas.

 

Mineralization at Yauricocha very closely resembles that typified by polymetallic Ag-Au deposits, which comprise quartz-sulfide-carbonate fissure vein equivalents of quartz-sulfide and carbonate-base metal deposits. These deposits are best developed in Central and South America, where they have been mined since Inca times as important Ag sources. Quartz and pyrite of the quartz-sulfide Au +/- Cu mineralization suite typically occur early in the paragenetic sequence; carbonate-hosted mineralization and some polymetallic Ag-Au veins evolved at a later stage. Predominant controls on mineralization are structural, where dilatational structures, voids resulting from wall rock dissolution, and/or rheologic dissimilarities at contacts between units serve as enhanced fluid pathways for mineralizing solutions.

 

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8.2Geological Model

 

The geological model used for the Yauricocha deposit has been developed and verified through extensive exploration and mining activities during more than 50 years of mining. SRK is of the opinion that the geological model is appropriate and will continue to serve the company going forward.

 

CK November 2020

 

 

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9
Exploration

 

Since 2016, surface exploration has focused more on areas surrounding the Central Mine, mainly to the south of the mine in the areas of Doña Leone, El Paso, Success, Kilcaska and the South Yauricocha Fault. The work has consisted of detailed geological mapping, sampling for geochemical interpretation and focusing on areas with strong anomalies. During 2017, the Canadian company, Quantec Geoscience Ltd., was contracted to perform a surface geophysical study using the TITAN 24 DC resistivity induced polarization (DCIP) and Magnetotelluric (MT) methods.

 

The Yauricocha mining district contains multiple polymetallic deposits represented by skarn and replacement bodies and intrusion-hosted veins related to Miocene-era magmatism. Mineralization is strongly structurally controlled with the dominant features being the Yauricocha Fault and the contact between the Jumasha limestones and the Celendín Formation (especially the France Chert). Exploration is being conducted to expand the mineralized zones currently being exploited as well as on prospects in the vicinity of the operations.

 

Exploration in or close to the mining operations is of higher priority since it is performed under existing governmental and community permits. Any exploration success can be quickly incorporated into defined resources and reserves and thus the business plan.

 

9.1Relevant Exploration Work

 

Exploration in the district has been ongoing and work has been successful in delineating several targets (described above) for future drilling or exploration development. This work has included detailed geological mapping of the areas, surface rock chip sampling, and limited trench / channel sampling.

 

The 2020 planned underground and surface drilling programs have been revised due to the impact of the Covid pandemic. As a direct consequence of the 2019 underground exploration drilling mineralization discoveries in the Esperanza (lead and zinc dominant mineralization) and Cuye (copper dominant mineralization) areas, approximately 5,600 m of diamond drilling is planned for further exploration of these areas in 2020.

 

During the period of June 3, 2017 to September 6, 2017, a geophysical survey was carried out with the TITAN 24 DCIP and MT survey methods. A total of 20 DCIP-MT profiles (23 differentials) were carried out, ranging from 400 to 500 m covering 54.2 kilometers. Based on this work, several anomalous areas were identified, and priority has been given to diamond drilling these areas from surface. The most relevant geophysical targets in order of priority are Doña Leona, El Paso-Éxito Victoria and Alida.

 

Doña Leona is located 2.5 km southeast of the Yauricocha Mine. There are historical workings in the area which have been sampled. Kilcaska is situated 7.5 km southeast of the Yauricocha Mine. Historically, the polymetallic Francolina and Felicidad mineralized bodies were exploited. El Paso-Éxito is located 3.5 km southeast of the Yauricocha Mine, in the vicinity of the Éxito and Antonia Mines. The Éxito and Antonia Mines are historical Pb, Zn, Cu and Ag producers. Victoria is situated 1.5 km southeast of the Yauricocha Mine in an area where narrow polymetallic veins have been mined historically.

 

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The Doña Leona and Kilcaska targets are scheduled to be evaluated with a revised initial stage of approximately 9,000 m of diamond drilling at a budgeted cost of US$ 1.2 M during 2020. The exploration at Doña Leona is focused on replacement metasomatic mineralization.

 

9.2Sampling Methods and Sample Quality

 

Sampling of exploration targets generally features rock chip or hand samples taken by geologists from surface outcrops using rock hammers and chisels. These samples are point samples and should be considered indicative of mineralization rather than representative of any volume or tonnage.

 

In cases where channel or trench samples are collected, these are done so using pickaxes, shovels, chisels, hammers, and other hand tools, and are likely more representative of the mineralization as they are taken across the strike of mineralization observed at surface.

 

Regardless, the results of exploration related sampling in this context are used as guides for future drilling programs, rather than resource estimation.

 

9.3Significant Results and Interpretation

 

There have been satisfactory results with exploration diamond drilling in the Cuye mineralized area where additional mineralization has been identified and designated as Cuye iii and Cuye Sur respectively. Similarly, in the Esperanza area additional polymetallic mineralization was identified and designated as Esperanza ii. Neither of these zones have been included in the 2020 Mineral Resources as they require additional drilling to define the morphologies and grade distribution of the mineralized zones.

 

The 2017 surface geophysical survey interpretation has identified several resistivity anomalies in the Doña Leona, El Paso-Éxito, and Victoria areas located within less than 10 km of the current Yauricocha Mine area.

 

Replacement-type alteration within the Jumasha limestones, intense brecciation, silicification and localized skarns have been observed during surface mapping of the Doña Leona area. Doña Leona’s interpreted low resistivity geophysical anomalies (less than 205 ohm/p) are the focus of exploration drilling (Figure 9-1). A low resistivity anomaly can be indicative of metallic mineralization, whereas a narrow high resistivity zone surrounding a very low resistivity zone can be an indication of alteration such as silicification. Surface geochemical sampling of the structures of non-mined areas has yielded results as high as 22.36% zinc, 11.45% lead, 0.19% copper and 43.5 ppm silver. Re-sampling of historically mined areas has yielded values as high as 10.78% zinc, 5.36% lead, 0.01% copper and 58.8 ppm silver.

 

CK November 2020

 

 

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In the El Paso-Éxito target area, granodiorite and diorite intrusives were observed during geological mapping within the limestones and marbles of the Jumasha and Pariatambo Formations. The Chonta Fault lies to the extreme west of the area. Contact metasomatism and skarn development have been observed at contacts between the intrusives and the limestones. Therefore, these contacts are the focus of the current exploration drilling. The geophysical resistivity anomalies are not as prominent as those interpreted at Doña Leona (Figure 9-2). Furthermore, the most prominent anomaly is significantly deeper below surface. The historical Éxito Mine yielded grades of 14.00% zinc, 3.00% lead, 0.60% copper and 37.3 ppm silver. In the surrounding area, geochemical sampling has yielded results of 95 to 10,000 ppm lead, 76 to 10,000 ppm zinc and 50 to 490 ppm copper. These geochemical results are lower than the results at other exploration targets and the largest geophysical anomaly is significantly deeper than the other exploration target areas. Hence, the El Paso-Éxito exploration target is of a lower priority for exploration purposes and is not considered as part of the 2020 revised exploration drilling program.

 

CK November 2020

 

 

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Source: Sierra Metals, 2020

 

Figure 9-1: Doña Leona Exploration Target Area

 

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Source: Sierra Metals, 2020

 

Figure 9-2: El Paso-Éxito Exploration Target Area

 

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The Victoria and Alida exploration areas are in proximity to the northwest – southeast trending Yauricocha Fault. Extensive outcrops of granodiorites have been observed in contact with the Jumasha Formation limestones. Argillic and phyllic alteration occur at these contacts. Historically, narrow veins were mined in the area, yielding grades in the region of 2.80% copper, 0.70% zinc, 0.60% lead and 6.00% arsenic. The arsenic values could pose a future mining issue as arsenic is a deleterious element. Surface quartz veins and stockwork have been geochemically sampled, producing grades as high as 3.00% zinc, 1.00% lead and 0.60% copper. Marble and skarn outcrop geochemical sampling have yielded values as high as 8.30% lead, 6.80% zinc, 0.80% copper and 93.3 ppm silver. A large low resistivity geophysical anomaly is a future exploration drilling target area in the future (Figure 9-3) and therefore not part of the revised exploration drilling for 2020.

 

 

Source: Sierra Metals, 2020

 

Figure 9-3: Victoria and Alida Exploration Target Areas

 

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Additional mapping and sampling have been conducted in the South Yauricocha Fault and South Kilcaska areas (Figure 9-4). The Éxito granodiorite intrusives are in contact with the calcareous rocks of the Jumasha Formation.

 

 

Source: Sierra Metals, 2020

 

Figure 9-4: Kilcaska Exploration Target Area

 

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Hydrothermal breccias in conjunction with the development of marbles and skarns within the limestones have been observed in the area. Argillic and phyllic alteration occurs along vein contacts. The hydrothermal breccias outcrop and are intensely oxidized and leached. Historically, the mineralized bodies of Francolina and Felicidad have been mined at average grades of 4.27% zinc, 2.15% lead, 0.30% copper and 23.30 ppm silver. Recent surface geochemical sampling results yielded values as high as 0.99% lead, 0.97% zinc, 1.00% copper and 97.0 ppm silver. Polymetallic mineralization similar to the Éxito Mine is the focus of the exploration drilling at Kalcaska and has been included in the 2020 revised surface exploration drilling program.

 

CK November 2020

 

 

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10Drilling

 

10.1Type and Extent

 

Minera Corona’s Geology Department owns and operates two electro-hydraulic drills, the reach of which varies between 80 m and 150 m with a core diameter of 3.5 cm. The company also utilizes, or has previously utilized, the services of drilling contractors (MDH and REDRILSA) for deeper drillholes reaching up to 900 m in length. Core diameters are generally HQ and NQ, although selected infill drilling within the mine is drilled using a TT-46 (46 mm) diameter.

 

Exploration (establishing continuity of mineralization) and development (reserve and production definition) drilling conducted by Minera Corona from 2002 to 2020 is detailed in Table 10-1.

 

Table 10-1: Yauricocha Exploration and Development Drilling

 

Year

Exploration and
Development
(m)

Drilling (DDH) by
Company
(m)

Drilling (DDH) by
Contractor
(m)

2002 3,886 1,887 -
2003 4,955 3,415 -
2004 4,023 2,970 -
2005 4,034 3,160 8,043
2006 2,786 2,999 10,195
2007 2,466 4,751 6,196
2008 2,380 5,379 13,445
2009 1,912 4,955 13,579
2010 1,086 4,615 3,527
2011 1,611 5,195 9,071
2012 1,530 11,532 31,257
2013 2,569 10,653 16,781
2014 1,011 9,357 30,455
2015 342 9,735 33,214
2016 6,239 9,145 42,020
2017 8,520 7,384 49,715
2018 6,193 5,103 36,771
2019 4,182 4,653 45,983
2020 1,898 1,076 10,212

Source: Sierra Metals, 2020

 

Approximately 13,000 m of infill diamond drilling is planned for 2020 reserve and production definition purposes.

 

In addition to the drilling at Yauricocha, extensive channel sampling of the mineralized bodies is completed for grade control and development purposes. Channel sampling is conducted on perpendicular lines crossing the various mineralized bodies. Spacing between samples is variable, but generally the spacing is 2 m to 4 m. Material is collected on tarps across the channel sampling intervals and is then transferred to bags marked with the relevant interval. These data points are utilized in the Mineral Resource estimation. The general distribution of drilling and channel samples is shown in Figure 10-1 and Figure 10-2.

 

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Source: SRK, 2020

 

Figure 10-1: Extent of Drilling and Sampling Plan View

 

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Source: SRK, 2020

 

Figure 10-2: Extent of Drilling and Sampling Sectional View

 

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10.2Procedures

 

10.2.1Drilling

 

Modern drill collar locations are surveyed underground by the mine survey team. Where these types of surveys have been completed, collar locations are assumed to be accurate to less than 0.1 m. Historic drilling was not surveyed to the same level of detail, potentially decreasing the accuracy of the collar positions in space compared to modern holes. This effect would potentially decrease the accuracy of the geological model and resource estimation in these areas, but SRK notes that the majority of the areas supported by this historic drilling have already been mined.

 

While drillholes are currently surveyed down-hole for all new exploration drilling, this has not always been the case. Historic drill holes, as well as selected more recent holes that were not deemed to be long enough or otherwise designated non-critical for surveying, were not surveyed down-hole and the collar azimuth and dip are the only points of reference for the drillhole. SRK notes that all new holes now have down-hole surveys, and that most of these are in areas which are incorporated in the current update to the Mineral Resource estimation. While the nominal spacing of the survey has been 50 m, several newer holes have been surveyed every 5 m to discern any potential risk of deviation affecting the accuracy of the interpretation.

 

An SRK 2019 study conducted of the deviation for the drillholes which had been downhole surveyed highlighted that the average deviations (of more than 3,500 measurements) down-hole are only -0.06° bearing and 0.09° inclination. This would indicate that the lack of down-hole survey information is not necessarily a risk at Yauricocha, although SRK recommends continuing the practice of surveys at nominal intervals of 25 to 50 m to ensure quality of information.

 

SRK visited the core logging and sampling facilities at the mine site in early 2015, mid-2017, and in April 2019, and notes that the logging facility is clean and sufficiently equipped. Logging is conducted on paper and transferred to ExcelTM worksheets. Details recorded include geotechnical information such as recovery and RQD, geologic information (lithology, alteration, mineralization, etc.), sampling information, as well as other parameters, which may not get incorporated into the digital database. Samples are selected by the geologist and placed in numbered plastic bags, along with a bar-coded sample ticket for tracking. Bags are tied tightly to prevent contamination during handling and transport.

 

Drill recovery is generally over 97%, and there appears to be no relationship between grade distribution and recovery.

 

Drill cores are split by hydraulic or manual methods where core is broken or poorly indurated and is sawn by rotary diamond saw blade when the core is competent. In both scenarios, care is taken to ensure that the sample is collected in a consistent and representative manner. SRK notes that sampling is only conducted in segments of core that are noted as having obvious mineralization during logging. This results in several occurrences where the first sample in a drillhole may be a very high grade one, or that there may be multiple high-grade samples with un-sampled intervals in between. These intervals have been considered as un-mineralized based on the assumptions made for the sampling or lack thereof and are flagged with a lowest-limit-of-detection value. For arsenic (As), which is regarded as a deleterious element the intervals were left blank as well as for iron (Fe), which is utilized to establish polymetallic mineralized zones in-situ density.

 

CK November 2020

 

 

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10.2.2Channel Sampling

 

Channel samples are collected underground by the geology staff. Samples are collected via hammer and chisel, with rock chips collected on a tarp for each sample and transferred to sample bags. Typical sample intervals are 1 m along the ribs of crosscuts within stopes for the large mineralized zones, and 2 m across the back of the stopes for the small mineralized zones. Ideal weights are between 2.5 kg and 3 kg. The samples are placed in a plastic bag labeled with a permanent marker on the outside. A sample ticket displaying the number and bar code is inserted in the bag. The bags are tied to prevent outside contamination during their handling and transportation to the assay lab.

 

SRK notes that samples are not weighed to ensure representativeness, but geologists are involved in the channel sampling efforts to direct the samplers to collect samples, which visually are representative of the mineralization.

 

10.3Interpretation and Relevant Results

 

Drilling and sampling results are interpreted by Minera Corona site geologists and are reviewed in cross sections and plan / level maps. The relevant results are those featuring significant intervals of geologic or economic interest, which are then followed-up by further drilling or exploration development.

 

SRK notes that other sampling types are described in the documentation at Yauricocha, such as point samples, muck samples, and others. These sampling types are used for specialized purposes only and are not used in the resource estimation.

 

CK November 2020

 

 

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11Sample Preparation, Analyses, and Security

 

11.1Security Measures

 

Core and channel sample material is stored at the mine site in a secure building and the boxes are well labeled and organized. The entire mine site is securely access-controlled. Samples submitted to third-party laboratories are transported by mine staff to the preparation laboratory in Lima. The channel samples are processed at Minera Corona’s Chumpe laboratory located in the processing plant under the supervision of company personnel.

 

The on-site laboratory currently is not independently certified. Channel sample locations are surveyed underground by mine survey staff. Sample start and end-point locations are assumed to be accurate to centimeter accuracy.

 

11.2Sample Preparation for Analysis

 

Samples are generally prepared by a primary and secondary laboratory:

 

·Primary: Chumpe Laboratory –Yauricocha Mine Site; Non-ISO Certified; and

 

·Secondary: ALS Minerals (ALS) – Lima; ISO 9001:2008 Certified.

 

The majority of the sample preparation is completed at the Chumpe laboratory, except in cases where checks on the method of preparation are desired and ALS conducts sample preparation on duplicate check assays.

 

11.2.1Chumpe Laboratory

 

Most historical core samples, and effectively all channel samples, have been prepared and analyzed by the Chumpe laboratory. Detailed procedures have been documented by Minera Corona and are summarized below (in italics).

 

Sample Reception

 

Channel samples and selected mine infill drilling are collected in the field by the geology staff and transported by Yauricocha personnel from the Yauricocha Mine or Klepetko Adit and are received at the reception counter at the Chumpe laboratory entrance. A log entry is made to record the number of samples being received. These samples are generally between 1.5 and 3.0 kg; are damp and received in plastic bags.

 

Preparation

 

Equipment used in sample preparation includes:

 

·1 – Primary Jaw Crusher (Denver), Jaw capacity – 5” x 6”, Output – 70%, passing ¼ inch;

 

·1 – Secondary Jaw Crusher (FIMA), Jaw capacity – 5” x 6”, Output –80%, passing No. 10 mesh;

 

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·1 – Pneumatic Pulverizer, Make – Tmandina;

 

·2 – Sample Dryers, with temperature regulator;

 

·1 – ½” Stainless steel splitter, Make – Jones;

 

·Five compressed air nozzles;

 

·Stainless steel trays, 225 x 135 x 65 mm;

 

·Stainless steel trays, 300 x 240 x 60 mm;

 

·Plastic or impermeable cloth; and

 

·2” brushes.

 

Preparation Procedure

 

Prior to beginning sample preparation, workers verify that:

 

·The equipment is clean and free from contamination;

 

·The crushers and pulverizers are functioning correctly; and

 

·The numbering of the sample bags is such that all bags are unique and identifiable.

 

The procedure at Chumpe to reduce the sample to a pulp of 150 g, at 85% passing 200 mesh is:

 

·Transfer the sample to the appropriate tray, depending on the volume of the sample, noting the tray number on the sample ticket;

 

·Insert a blank sample (silica or quartz) in each batch;

 

·Place in the Sample Dryer at a temperature of 115ºC;

 

·Code the sample envelopes with the information from the sampling ticket noting the sample code, the tray number, date and the quantity of samples requested on the sample ticket;

 

·Once dry, remove and place the tray on the worktable to cool;

 

·Pass 100% of the sample through the Primary Jaw Crusher when particle sizes exceed 1 inch, the resulting product is 70% passing ¼ inch;

 

·Pass the sample through the Secondary Crusher, the resulting product is 80% passing -10 mesh;

 

·Clean all equipment after crushing of each sample using compressed air;

 

·Weigh the -10-mesh coarse material and record;

 

·Dump the complete sample into the Jones Splitter and split/homogenize to obtain an approximate 150 g split. Clean the splitter after each sample with compressed air;

 

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·Put the 150 g sample in numbered envelopes in the tray for the corresponding sample sequence;

 

·Pulverize sample using the cleaned ring pulverizer until achieving a size fraction of 85% - 200 mesh. Clean the ring apparatus after each sample with the compressed air hose;

 

·Transfer the pulverized sample to the impermeable sample mat, homogenize and pour into the respective coded envelope; and

 

·Clean all materials and the work area thoroughly.

 

11.2.2ALS Minerals

 

For core samples, bagged split samples are transported by the internal transport service from the core logging facility. Samples are transported by truck to Lima for submission to the ALS Minerals laboratory in Lima. ALS records samples received and weights for comparison to the Yauricocha geologist’s records for sampling.

 

Samples prepared at ALS Minerals exclusively include the 2016 to present exploration diamond drilling. SRK has not visited the ALS Minerals lab in Lima but notes that ALS Minerals-Lima is an ISO-Certified preparation and analysis facility and adheres to the most stringent standards in the industry. The PREP-31 method of sample preparation was used for all samples processed through ALS Minerals. This includes jaw crushing to 70% less than 2 mm, with a riffle split of 250 g, then pulverized using ring pulverizers to >85% passing 75 mm. Samples are tracked in barcoded envelopes throughout the process using internal software tracking and control measures. ALS is an industry leader in sample preparation and analysis and uses equipment that meets or exceeds industry standards.

 

11.3Sample Analysis

 

Samples are generally analyzed by a primary and secondary laboratory:

 

·Primary: Chumpe Laboratory –Yauricocha Mine Site; Non-ISO Certified;

 

·Secondary: ALS Minerals – Lima; ISO 9001:2008 Certified; and

 

·Note: ALS is the primary laboratory for all diamond exploration drilling samples.

 

The Chumpe laboratory provides all analyses used in the drilling/sampling database supporting the Mineral Resource estimation, whereas the ALS Laboratory is used exclusively as an independent check on the Chumpe laboratory for these samples.

 

11.3.1Chumpe Laboratory

 

Core and channel samples from the mine are assayed utilizing two procedures. Silver, lead, zinc, and copper are assayed by atomic absorption (AA) on an aqua-regia digest. Gold is assayed by fire assay (FA) with an AA finish. Lower limits of detection (LLOD) are shown in Table 11-1, and are higher than those for ALS Minerals as Chumpe does not run the same multi-element analysis.

 

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Table 11-1: Chumpe LLOD

 

Element LLOD Unit
Ag 3.43 ppm
Au 0.03 ppm
Cu 0.01 %
Pb 0.01 %
Zn 0.01 %

 

Source: Sierra Metals, 2020

 

11.3.2ALS Minerals Laboratory

 

The core samples analyzed at ALS are analyzed for a suite of 35 elements using inductively coupled plasma atomic emission spectroscopy (ICP-AES) on an aqua-regia digest, generally used to discern trace levels of multiple elements. Samples are also analyzed using an AA method on an aqua-regia digest for accuracy at higher mineralized grade ranges. Au is analyzed using FA (gravimetric finish) with an AA finish. Lower limits of detection for the critical elements are shown in Table 11-2.

 

Table 11-2: ALS Minerals LLOD

 

Element LLOD Unit
Ag 0.2000 ppm
Au 0.0050 ppm
Cu 0.0001 %
Pb 0.0001 %
Zn 0.0001 %

 

Source: Sierra Metals, 2020

 

11.4Quality Assurance/Quality Control Procedures

 

Part of this section has been excerpted from NI 43-101 Technical Report on the Yauricocha Mine, prepared by Gustavson Associates, report date May 11, 2015 and is shown in italics. Standardizations have been made to suit the format of this report; any changes to the text have been indicated by the use of [brackets].

 

Prior to 2012, Minera Corona did not utilize the services of an independent lab for data verification. The company used an internal QA/QC procedure at its assay lab (Chumpe) located in the processing plant. Historically, the results have compared well with the metal contained in concentrates and further work on a formal external QA/QC procedure had not been pursued. Beginning in 2012, Minera Corona began to use external check assays as part of the validation system for the Chumpe lab data stream.

 

The current procedure includes certified standards, blanks, pulp duplicates, and sample preparation size review. These are processed at approximately one per 20 samples. External labs receive approximately one sample for each 15 processed internally. Gustavson did not have the opportunity to fully observe the laboratory operation; however, Gustavson has examined QA/QC records of certified standards for 2011 through 2014.

 

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The results of the historical QA/QC show that the Chumpe laboratory generally performed well with respect to the standard blanks and duplicates submitted from the exploration department, but SRK notes that this has not been the case over the entire project history, with the Chumpe lab consistently missing targets for certain types of QA/QC. This resulted in a limited program of pulverized duplicate samples for every sample interval being submitted to ALS Minerals in Lima as a check on the Chumpe lab, where the results showed a consistent bias. Historically, Chumpe lab appeared to under-report Ag compared to ALS duplicates, although other metals appeared to be relatively consistent. For this reason, the mine abandoned the use of the Chumpe lab for the new exploration drilling, with all samples being sent to ALS Minerals in Lima prior to 2018.

 

Several improvements were implemented since 2018 at the Chumpe laboratory to improve the historical poor performance and to increase its sample throughput and there is a noticeable improvement in the Chumpe laboratory performance since 2018. Samples were last sent to ALS in late 2019 and no samples were analyzed by ALS in 2020. Yauricocha has not completed any umpire laboratory QA/QC checks of the Chumpe laboratory samples for 2020.

 

Currently, Minera Corona uses a very aggressive program of QA/QC for new exploration areas to mitigate uncertainty in analytical results. The QA/QC applied to new exploration efforts focused on underground Esperanza and Cuye areas, as well as Doña Leona and Kilcaska surface exploration target areas is discussed in Sections 11.4.1 through 11.4.3.

 

11.4.1Standards

 

Minera Corona currently inserts standards or certified reference materials (CRM) into the sample stream at a rate of about 1:20 samples, although the insertion rate is adjusted locally to account for particular mineralogical observations in the core. Five standards have been generated by Minera Corona and certified via round robin analysis for the current exploration programs. These standards have been procured from Yauricocha material, and homogenized and analyzed by Target Rocks Peru S.A., a commercial laboratory specializing in provision of CRM to clients in the mining industry.

 

Each CRM undergoes a rigorous process of homogenization and analysis using aqua-regia digestion and AA or ICP finish, from a random selection of 10 packets of blended pulverized material. The six laboratories participating in the round robin for the Yauricocha CRM are:

 

·ALS Minerals, Lima;

 

·Inspectorate, Lima;

 

·Acme, Santiago;

 

·Certimin, Lima;

 

·SGS, Lima; and

 

·LAS, Peru.

 

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The mean and between-lab standard deviations (SD) are calculated from the received results of the round robin analysis, and the certified means and tolerances are provided in certificates from Target Rocks. The certified means and expected tolerances are shown in Table 11-3.

 

Table 11-3: CRM Certified Means and Expected Tolerances

 

CRM Certified Mean Two Standard Deviations
(between lab)
Element Ag
(g/t)
Pb
(%)
Cu
(%)
Zn
(%)
Ag
(g/t)
Pb
(%)
Cu
(%)
Zn
(%)
MAT-04 29.1 0.70 0.16 0.28 2.1 0.03 0.01 0.01
MAT-05 128.2 2.37 0.58 2.50 7.7 0.06 0.02 0.12
MAT-06 469.0 7.75 2.53 7.98 13.0 0.20 0.12 0.23
MCL-02 40.8 0.65 1.58 2.49 3.4 0.05 0.08 0.09
PLSUL-03 192.0 3.09 1.03 3.15 4.0 0.08 0.04 0.13
PLSUL-04 6.7 0.09 0.24 0.23 0.5 0.01 0.01 0.01
PLSUL-05 13.6 NA 0.49 0.47 1.0 NA 0.03 0.02
PLSUL-06 30.3 1.94 0.21 1.60 2.9 0.04 0.01 0.11
PLSUL-07 79.2 5.94 0.45 4.67 4.5 0.27 0.02 0.20
PLSUL-08 248.0 12.46 0.98 12.54 14.0 0.39 0.04 0.55

Source: Sierra Metals, 2020

 

During the 2017, 2018 and 2019 drilling campaigns an additional 11 CRMs were inserted into the sample stream at the Chumpe laboratory, one of which was designed specifically for Au inspection (MRISi81). The additional CRMs and their expected tolerances are shown in Table 11-4. No additional CRMs were added during the 2020 drilling campaign.

 

SRK notes that the CRMs are adequate for QA/QC monitoring and that in 2018 a rigorous QA/QC program was set in place and maintained, including a recently included CRM for Au. Minera Corona has submitted 177 CRMs to ALS Minerals in 2015-2017 for new drilling with an average insertion rate of about 5%. Between 2018 and 2019, a total of 435 CRMs was sent to ALS for independent checking and the Chumpe laboratory analyzed a total of 6,319 during that same timeframe. These two sets of CRMs were reviewed independently by SRK in 2019.

 

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Table 11-4: 2017-2019 CRM Means and Tolerances

 

CRM Certified Mean Two Standard Deviations (between lab)
Element Au
(g/t)
Ag
(g/t)
Pb
(%)
Cu
(%)
Zn
(%)
Ag
(g/t)
Pb
(%)
Cu
(%)
Zn
(%)
Au
(g/t)
MRISi81 1.79                 0.048
PLSUL-10   85 5.7 0.608 5.39 6 0.13 0.032 0.22  
PLSUL-14   25.5 0.857 0.032 5.17 0.9 0.06 0.0003 0.16  
PLSUL-15   22.7 0.6 0.041 0.97 1.7 0.02 0.002 0.04  
PLSUL-22   83 1.22 0.147 3.13 4.8 0.08 0.01 0.16  
PLSUL-24   114 3.69 0.272 7.72 4 0.19 0.016 0.26  
PLSUL-32   42.5 0.53 0.429 1.04 3.6 0.04 0.02 0.03  
PLSUL-33   51.1 0.65 0.738 2.35 3.7 0.03 0.038 0.1  
PLSUL-34   109 1.6 1.454 5.19 5.3 0.06 0.07 0.3  
ST1700013 (Oz/Tc)   0.799 0.167 0.226 0.467 0.052 0.008 0.012 0.028  
ST1700014 (Ox/Tc)   3.478 2.664 0.803 5.178 0.074 0.042 0.024 0.206  

Source: SRK, 2020

 

Performance: ALS Minerals

 

SRK generally uses a nominal +/-3 SD criteria for evaluating failures of the CRMs. The SD used is the between lab SD, as provided in the certificates from Target Rocks. SRK notes that failure rates for the CRMs as provided are very high for Cu, which are due to rounding differences between lab certificates and CRM values. All other elements have minimal failure results, although CRM PLSUL-10 reports low results for Pb, which will need to be monitored in future.

 

The tabulated QA/QC results for the 2018 drilling campaign using ALS as the testing laboratory are shown in Table 11-5. In 2018, Minera Corona submitted a total of 435 samples to ALS for independent checking. As is evident in Figure 11-1, PLSUL-32 (8 samples) shows an increasing positive bias for Ag, Pb and Cu over time. Zn generally is positively biased throughout with four samples lying above the upper 3rd standard deviation limit. Additional CRMs utilized during the specified period include; PLSUL-33 (7 samples) and PLSUL-34 (6 samples). Limited samples were sent to ALS in 2019, with the bulk of samples analyzed and tested at the Chumpe laboratory. No samples were sent to ALS in 2020.

 

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Table 11-5: 2018 CRM Performance Summary – ALS Minerals

 

STD Total Low 3SD High 3SD Failure % Low Failure % High
Ag          
PLSUL-22 99 0 0 0.00% 0.00%
PLSUL-24 109 2 0 1.83% 0.00%
PLSUL-10 13 0 0 0.00% 0.00%
PLSUL-14 36 0 34 0.00% 94.44%
PLSUL-15 12 0 0 0.00% 0.00%
All Ag 269 2 34 0.74% 12.64%
Pb          
PLSUL-22 99 0 0 0.00% 0.00%
PLSUL-24 109 2 0 0.00% 0.00%
PLSUL-10 13 9 1 69.23% 7.69%
PLSUL-14 36 0 0 0.00% 0.00%
PLSUL-15 12 1 0 8.33% 0.00%
All Pb 269 12 1 3.72% 5.77%
Cu          
PLSUL-22 99 0 6 0.00% 6.06%
PLSUL-24 109 1 19 0.00% 17.43%
PLSUL-10 13 0 1 0.00% 7.69%
PLSUL-14 36 36 0 100.00% 0.00%
PLSUL-15 12 0 1 0.00% 8.33%
All Cu 269 37 27 13.38% 10.04%
Zn          
PLSUL-22 99 1 2 1.01% 2.02%
PLSUL-24 109 4 1 3.67% 0.92%
PLSUL-10 13 1 0 7.69% 0.00%
PLSUL-14 36 2 1 5.56% 2.78%
PLSUL-15 12 2 0 16.67% 0.00%
All Zn 269 10 4 3.72% 1.49%

Source: SRK, 2020

 

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Source: SRK, 2020

 

Figure 11-1: ALS Minerals Laboratory CRM (PLSUL-32) Performance

 

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Performance: Chumpe Laboratory

 

In 2018, Minera Corona instigated a rigorous QA/QC program whereby Standards, Duplicates (Core and Pulp) and Blanks were routinely inserted into the assay sample stream. Monthly QA/QC reports were generated on-site and the results confirm the improved performance of the Chumpe laboratory in more recent years, whereby CRM failure rates have been significantly reduced. The performance of the 2019 and 2020 CRMs at the Chumpe laboratory are summarized in Table 11-6. Significant under-reporting of Pb, Cu and Zn were, however, still a problem for certain CRMs in 2018. CRM results in 2019 - 2020 appear to be significantly improved. However, Ag continues to return negative bias results for three of the four CRMs in use at Yauricocha. Laboratory reporting limits account for most of the Cu discrepancies, whereas CRM sample mix-ups also accounted for several of the failures.

 

Figure 11-2 tracks the performance of PLSUL-24 (42 samples), a polymetallic CRM, which was a CRM utilized during the 2019 and 2020 underground definition and exploration drilling campaigns. Silver results indicate a slight negative bias, with the negative bias increasing over time. This indicates that the instrumentation may require additional calibration for the determination of the Ag analyte. The remaining sample batches are unbiased and distributed evenly about the Expected value. Two Pb and three Zn values lie slightly above the upper 3rd standard deviation limit. However, this is not deemed to be material. Additional CRMs utilized during the specified period include; PLSUL-22 (39 samples), PLSUL-32 (10 samples), PLSUL-33 (8 samples) and PLSUL-34 (3 samples). These CRMs performed in a similar manner to PLSUL-24. CRM samples that repeatedly occur above or below the 3 standard deviations limit (+/-3SD) should be repeated along with +/- five samples above and below the erroneous CRM interval.

 

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Table 11-6: 2018 and 2019 CRM Performance Summary – Chumpe Lab

 

2018
STD Total Low 3SD High 3SD % Low % High
Ag          
PLSUL-10 97 1 0 1.03% 0.00%
PLSUL-14 77 0 58 0.00% 75.32%
PLSUL-15 94 0 3 0.00% 3.19%
All Ag 268 1 61 0.37% 22.76%
Pb          
PLSUL-10 97 87 0 89.69% 0.00%
PLSUL-14 77 0 0 0.00% 0.00%
PLSUL-15 94 0 1 0.00% 1.06%
All Pb 268 87 1 32.46% 0.37%
Cu          
PLSUL-10 97 30 0 30.93% 0.00%
PLSUL-14 77 76 1 98.70% 1.30%
PLSUL-15 94 3 48 3.19% 51.06%
All Cu 268 109 49 40.67% 18.28%
Zn          
PLSUL-10 97 1 1 1.03% 1.03%
PLSUL-14 77 0 2 0.00% 2.60%
PLSUL-15 94 85 4 90.43% 4.26%
All Zn 268 86 7 32.09% 2.61%
2019 - 2020
Ag          
PLSUL-22 39 4 0 10.26% 0.00%
PLSUL-24 41 16 2 37.50% 5.00%
PLSUL-32 10 0 0 0.00% 0.00%
PLSUL-33 8 1 0 33.33% 0.00%
PLSUL-34 5 4 0 100.00% 0.00%
All Ag 103 25 2 25.00% 2.27%
Pb          
PLSUL-22 39 0 0 0.00% 0.00%
PLSUL-24 41 2 3 5.00% 7.50%
PLSUL-32 10 0 0 0.00% 0.00%
PLSUL-33 8 0 0 0.00% 0.00%
PLSUL-34 5 0 0 0.00% 0.00%
All Pb 103 2 3 2.27% 3.41%
Cu          
PLSUL-22 39 0 3 0.00% 7.69%
PLSUL-24 41 0 2 0.00% 5.00%
PLSUL-32 10 0 1 0.00% 0.00%
PLSUL-33 8 1 0 33.33% 0.00%
PLSUL-34 5 0 1 0.00% 50.00%
All Cu 103 1 7 1.14% 6.82%
Zn          
PLSUL-22 39 0 7 0.00% 17.95%
PLSUL-24 41 3 3 7.50% 7.50%
PLSUL-32 10 1 5 0.00% 50.00%
PLSUL-33 8 1 0 0.00% 0.00%
PLSUL-34 5 0 0 0.00% 0.00%
All Zn 103 5 15 3.41% 13.64

Source: SRK, 2020

 

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Source: SRK, 2020

 

Figure 11-2: Yauricocha Mine Chumpe Laboratory CRM (PLSUL-24) Performance

 

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11.4.2Blanks

 

Minera Corona currently inserts unmineralized quartz sand blanks into the sample stream at a rate of 1:20 samples, or adjusted as necessary, to ensure smearing of grade is not occurring immediately after higher grade intervals. Blanks are generally about 0.5 kg of silica sand, bagged and submitted in the sample stream along with the normal core samples. The results of the Blank analysis in 2019 and 2020, show that based on a failure criterion of 5 times the LLOD, there are only two gold systematic failures for the Chumpe diamond drilling samples (Table 11-7). LLOD data for the Chumpe laboratory are presented in Table 11-1.

 

Between 2017 and 2020, a total of 6,897 Blanks were inserted into the sample stream at the Chumpe laboratory. Figure 11-3 tracks the performance of 93 blank samples utilized during exploration and definition drilling completed within lead, zinc and copper dominant mineralization, all of which are well below the five times LLOD failure criteria, except Au which has two failures, indicating possible contamination. This contamination is not evident in the primary metals.

 

Table 11-7: 2019 - 2020 Chumpe Blank Failures

 

Lab Count Failures
Ag Pb Cu Zn Au
Chumpe 93 0 0 0 0 2

Source: SRK, 2020

 

Failures assessed on a 5X LLOD basis.

 

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Source: SRK, 2020

 

Figure 11-3: Yauricocha Mine Chumpe Laboratory Blank (TR-18137) Performance

 

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11.4.3Duplicates (Check Samples)

 

SRK was provided duplicate sample data for 2019 and 2020.

 

True duplicate samples such as the other half of split core or a crushed/pulverized sample resubmitted to the same laboratory are common practice for normal QA/QC programs but become less critical once development and mining continues. These samples are designed to check the primary assay laboratory’s ability to repeat sample values or to check the nugget effect of the deposit very early on, but the inherent variability of the deposit is typically known at the production stage.

 

While Minera Corona did not submit true duplicate samples for the years preceding 2017, these intra-lab repeatability checks were instigated for the 2018 and 2019 drilling campaigns, for a combined total of 2,652 samples.

 

Minera Corona uses three types of check samples in the QA/QC program. These include twin (core) duplicates, coarse duplicates (crushed), and pulp duplicates (pulverized) to assess repeatability at the different phases of preparation between the site lab and third-party ALS lab.

 

In 2018 and 2019, pulp and core duplicate samples were routinely performed on all assay batches submitted to both ALS and Chumpe laboratory. Agreement between original samples and duplicate samples was found to be within acceptable limits for Ag, Pb and Zn. For the period November 2019 to June 2020, 278 pulp (Figure 11-4) and 125 core duplicates were processed. Agreement between original samples and duplicate samples was found to be within acceptable limits for Ag, Pb, Zn and Au for both types of duplicates.

 

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Source: SRK, 2020

 

Figure 11-4: Yauricocha Mine Chumpe Duplicate Analyses’ Performances

 

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11.4.4Actions

 

SRK notes that the actions taken by the exploration team at Yauricocha are documented in the QA/QC procedures for the mine. In the event that a failure is noted, the laboratory is contacted, and the source of the failure is investigated. There is no formal documentation for procedures involving re-runs of batches at this time, but SRK understands that this is the process being used. SRK notes that the QA/QC reports are not amended to reflect the new passing QA/QC and batch, and only reflect the initial failure and batch to track laboratory performance rather than the performance of reruns.

 

SRK is of the opinion that these actions are not consistent with industry best practice, which generally features a program of reanalysis upon failure of a CRM in a batch of samples. Subsequent to this are the incorporation of the revised samples into both the database and QA/QC analysis. SRK notes that this program is implemented at other Sierra Metals sites but is not well documented at Yauricocha.

 

11.4.5Results

 

The results of the recent QA/QC program described above show relatively high incidence of failures for CRM samples. SRK notes that the CRM failures are potentially due to ongoing sample mix-ups, but that this inherently represents a failure in the process that must be reviewed.

 

SRK evaluated the CRM performance using more lenient tolerances than the CRMs themselves recommend (+/-3SD vs +/-2SD) as the recommended certified performance ranges result in extreme failure rates.

 

If the SD and performance criteria for the CRMs as calculated by Target Rocks are considered to be reasonable, and it is determined that the laboratories should be able to meet the performance criteria, then this is a more serious matter. The laboratories are not capable of analyzing to the precision needed for these CRMs, and the laboratory practices should be reviewed. Uncertainty in the accuracy and precision of the analyses would be introduced through this process, requiring some action in terms of the classification of the Mineral Resources.

 

SRK is aware that the bias of the Chumpe laboratory compared to ALS has been noted and that changes in procedures and hardware are still being implemented at Chumpe to better approximate the preparation and analysis methodology employed by ALS. QA/QC methods have been adjusted in recent years and the results from 2018 to 2020 reflect the positive change.

 

11.5Opinion on Adequacy

 

SRK is of the opinion that the database is supported by adequate QA/QC to have reasonable confidence to estimate Mineral Resources. The Chumpe laboratory results have had a consistent negative bias relative to ALS. However, SRK notes that these biases are conservative given that Chumpe is the source for the historical drilling database and current channel samples, and that the nature of the bias is not such that the entire resource would be under or over-stated.

 

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SRK did not observe any consistent performance issues over time (2015-2020) at either lab, but rather noted isolated and apparently random failures for the CRMs and blanks. As noted, many of these can be attributed to sample mix-ups during QA/QC submittal or potential issues with the CRMs, both problems in and of themselves. Any sample mix-ups where corrected before the QA/QC analysis reporting and the Resource estimation process. Actual QA/QC sample failures initiate a re-assay protocol of the affected sample batch and those samples are not included in the estimation process. SRK continues to recommend that more attention is given to sampling and QA/QC in the future to continue to mitigate potential uncertainty in the analyses supporting the Mineral Resource. SRK also notes that any bias from the Chumpe analyses will likely be conservative due to the significant under-reporting of Ag for Chumpe compared to ALS.

 

Although the performance and monitoring of the QA/QC samples is not consistent with industry best practices, SRK notes that the lack of precision in certain analyses (Ag, Zn, Pb, Cu) is less critical due to the nature of the mineralization and mining criteria at Yauricocha. Precision issues between 0.1% to 0.2% in the base metals is likely not enough to cause material issues in deciding whether material is mined or not, and these decisions are generally made with ongoing development samples and grade control entirely unsupported by detailed QA/QC. Thus, much of the risk associated with the analyses has already be borne by the active mining of multiple areas at Yauricocha and mitigated by ongoing profitable production. SRK is of the opinion that while these issues should be addressed going forward; they represent little risk to the statement of Mineral Resources at this time.

 

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12Data Verification

 

Independent consultants such as Gustavson and Associates, and SRK have verified the data supporting Mineral Resource estimation at Yauricocha since 2012. SRK verified the data supporting the 2019 Mineral Resource estimation on site by observing and verifying geologically related procedures and data chain of custody, comparing several physical drillhole cores in the core yard to logged values recorded in the mine Excel spreadsheet, inspecting drillhole collar sites and comparing locations to recorded locations, cut-off values and assumptions, comparing laboratory result spreadsheets to the values utilized for the Mineral Resource estimation process. The drillholes, channel samples, mine development and the respective geological models were visually inspected in Studio RM™ version 1.6.87 (Datamine) by SRK to determine whether there were any material issues with respect to interpretation, data location or grade values. SRK found no material differences, except as outlined in Section 12.1 and corrected for the 2019 Resource estimation.

 

In 2020, SRK completed a desktop verification of the data utilized to support the Mineral Resource estimate as reported in this Report. This included the verification of the interpretation, data location and grade values related to drillholes, channel samples, cut-off values and assumptions, mine development and the respective geological models in Datamine.

 

SRK notes that the data verification process is made difficult due to the lack of a compiled and well-ordered database for the overall mine area.

 

12.1Procedures

 

For data prior to 2016, Gustavson reviewed the drillhole and underground channel sample databases for the Yauricocha project and compared the assay database with a separately maintained database of assay data which is described as ‘laboratory data’. Chumpe lab does not provide a separately maintained database, nor are there assay certificates with which to compare the database.

 

For the 2019 drillhole and channel sample database, SRK compared approximately 5% of the Chumpe laboratory results for the period 2018 to 2019 back to the Chumpe laboratory supplied Excel spreadsheets. No errors were noted between the two sources of results for silver, gold, lead, zinc and copper analytes. However, there were instances where arsenic and iron analytes where not available in the geological drillhole database. The entire analytical database was checked for further such instances and this information was sourced and updated where it was analyzed and available. For the period November 2019 to June 2020 SRK compared approximately 4% of the Chumpe laboratory results back to the Chumpe laboratory supplied Excel spreadsheets and no errors or omittances were noted.

 

12.2Limitations

 

SRK has not reviewed 100% of the analyses at Yauricocha against certified, independent assay certificates.

 

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12.3Opinion on Data Adequacy

 

SRK has relied upon the verification conducted by others previously and has conducted independent verification of assays to analytical certificates from ALS Minerals for the recent project history. SRK also notes that much of the risk associated with potential version control issues, database contamination or transposition, is borne-out through daily production in the currently operating underground mine.

 

SRK recommends the installation of a dedicated database management platform that will compile and validate the database used in Mineral Resource estimation against the actual certificates received from Chumpe, as well as make QA/QC management and database export more flexible and reliable. The ability to process QA/QC in real time will allow the identification of laboratory or sampling issues long before the Mineral Resource estimation process.

 

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13Mineral Processing and Metallurgical Testing

 

13.1Testing and Procedures

 

Yauricocha’s facilities include a metallurgical laboratory at site. Sampling and testing of samples are executed on an as needed basis. Information available from site shows that Yauricocha has been testing various samples from the mineralized zones as follows:

 

·Samples from Mina Central – Cuerpo Esperanza: a polymetallic Ag-Cu-Pb-Zn material that at laboratory scale achieved comparable results to those achieved in the industrial scale plant. Three products resulted from the tests: copper concentrate, lead concentrate, and zinc concentrate. Silver is preferably deported to copper and lead concentrates. No deleterious elements were reported in the flotation concentrates.

 

·Samples from a polymetallic material: test results are comparable to those of the industrial scale plant. Three products resulted from the tests: copper concentrate, lead concentrate, and zinc concentrate. Silver is preferably deported to copper and lead concentrates. Yauricocha continues testing alternative flotation conditions and reagents to reduce arsenic and antimony presence in copper concentrate and lead concentrate.

 

·Samples from Mina Mario (Pb-Zn): successfully produced a good quality lead sulfide concentrate and found difficulties in achieving commercial quality zinc grades.

 

·Samples from Cuerpo Contacto Occidental: correspond to an oxide Ag-Pb material that successfully achieved good quality lead sulfide concentrate and lead oxide concentrate. Approximately 70% of the silver was deported to concentrates, with approximately 47% of the total being deported to lead oxide concentrate.

 

·Additionally, samples identified as sourced from: Angelita, Antacaca, Catas, Celia, Cuye Cobre, Cuye Polimetalico, Gallito, Karlita have been subject to mineralogy analysis and flotation testing.

 

·Samples from an oxide copper material: this sample achieved poor metallurgical performance that laboratory personnel attributed to high presence of copper carbonates. Additional tests are planned for these samples.

 

·Samples from Esperanza Norte: a copper bearing material that achieved reasonable copper recovery and concentrate grade but with high presence of arsenic. The laboratory personnel’s recommendation is to blend this material in the mill feed.

 

·Samples from copper sulfide materials: achieved high recovery and concentrate grade but with significant arsenic presence in the copper concentrate. The laboratory personnel’s recommendation is to batch process this material in the plant.

 

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13.2Metallurgical Performance

 

Yauricocha’s metallurgical performance is presented in Table 13-1, Table 13-2, Figure 13-1 and Figure 13-2 for the period of January 2019 to June 2020. There was no oxide concentrate produced during this period. All concentrate products reached typical commercial grades.

 

In the polymetallic circuit, the fresh feed assaying 1.58% Pb, 1.11% Cu, 3.71% Zn, 0.62 g/t Au, and 64.64 g/t Ag produced three final concentrates with the following specifications:

 

·Copper recovery of 76.9% to produce a copper concentrate assaying 29.7% Cu, including grades of 6.3% Zn, and 1.9% Pb; because of their grades, both metals may trigger penalties from buyers. Silver recovery to copper concentrate reached 27.2%, equivalent to 606.52 g/t Ag in concentrate. Arsenic reached a likely penalty grade level of 2.1% in the copper concentrate after a recovery of 45.3%. Gold deportment was minor at 10.9% which translated to 2.32 g/t Au.

 

·Lead concentrate assaying 57.7% Pb after 88.4% Pb recovery. Zinc and copper may trigger penalties at 5.3% Zn and 2.5% Cu. Gold recovery of 8.8% translated to 2.23 g/t Au in concentrate which is unlikely to add value to the lead concentrate. Silver recovery reached 43.5% to produce a 1,152.70 g/t Ag grade well within payable levels. Arsenic was marginally deported to the lead concentrate reflecting a 0.1% As grade, well below penalty levels.

 

·Zinc concentrate that recovered 87.9% Zn and assayed 50.7% Zn which is within typical commercial values. Pb, Cu, and As are unlikely to trigger penalties when grading 0.7%, 1.8%, and 0.1% respectively. Gold recovery reached 5.0% translating to 0.48 g/t Au which is below payable levels. Silver recovery reached 9.2% translating to 92.07 g/t Ag and therefore within payable levels.

 

Table 13-1: Yauricocha Metallurgical Performance, January 2019 to June 2020

 

Stream Tonnes

Au

(g/t)

Ag

(g/t)

Pb

(%)

Cu

(%)

Zn

(%)

As

(%)

Fresh Mineralized Material 1,575,919 0.62 64.64 1.6 1.1 3.7 0.1
Cu Concentrate 45,285 2.32 606.52 1.9 29.7 6.3 2.1
Pb Concentrate 38,169 2.23 1,152.70 57.7 2.5 5.3 0.1
Zn Concentrate 101,230 0.48 92.07 0.7 1.8 50.7 0.1

Source: Sierra Metals, 2020

 

Table 13-2: Concentrate Metal Recoveries, January 2019 to June 2020

 

Concentrate

Au

(%)

Ag

(%)

Pb

(%)

Cu

(%)

Zn

(%)

As

(%)

Cu 10.9 27.2 3.7 76.9 5.1 45.3
Pb 8.8 43.5 88.4 5.5 3.5 1.7
Zn 5.0 9.2 2.8 10.4 87.9 0.0

Source: Sierra Metals, 2020

 

CK November 2020

 

 

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Source: Sierra Metals, 2020

 

Figure 13-1: Mineralized Material Tonnes Processed and Metal Grades (Excluding Silver)

 

Source: Sierra Metals, 2020

 

Figure 13-2: Mineralized Material Tonnes Processed and Silver Grade (g/t)

 

Current gold deportment results suggest that gold is not associated with any of the major metals (silver, lead, copper, zinc), therefore suggesting that it could be present as free gold. Additionally, the overall recovery of gold is very low at 24.7% (across the Cu, Pb and Zn concentrate streams), and opportunities for improving gold recovery should be evaluated. Potential ways to improve gold recovery that should be evaluated include:

 

CK November 2020

 

 

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(a)Gravity concentration at the grinding stage;

 

(b)Promoting gold deportment to a concentrate using gold-specific collectors; and

 

(c)Gravity concentrating final flotation tails.

 

Gravity concentration technologies are numerous and cover a wide range of capital and operating costs. Yauricocha should evaluate these options and determine the economic viability of each.

 

CK November 2020

 

 

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14Mineral Resource Estimates

 

Mineral Resource estimations have been conducted by the following Qualified Person using various industry-standard mining software:

 

·Andre Deiss, Principal Resource Geologist of SRK Consulting (Canada) Inc., Datamine Studio RM™ version 1.6.87.

 

SRK completed Mineral Resource estimations for the following mineralized areas (Figure 14-1):

 

·Mina Central;

 

·Esperanza;

 

·Mascota;

 

·Cuye;

 

·Cuerpos Pequeños; and

 

·Cachi-Cachi.

 

Source: Sierra Metals, 2020

 

Figure 14-1: Modeled Mineralized Areas Estimated at Yauricocha Mine

 

CK November 2020

 

 

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14.1Drillhole/Channel Database

 

SRK received a drillhole database in digital Microsoft ExcelTM (Excel) format. SRK notes that Minera Corona maintains their own database in an individual unprotected spreadsheet, without a clear chain of custody record. However, the use of a single repository Excel sheet is an improvement on the historical practice of utilizing individual Excel files for each mineralized zone respectively. No record is kept of the original source information as edits are made directly in the current spreadsheet tabs.

 

SRK is of the opinion that one of the largest and most critical deficiencies at Yauricocha is the lack of a well-maintained and protected geological relational database, which has the capability to track changes. This type of database would facilitate multi-faceted interrogations of the original and interpreted drillhole information available. Furthermore, it would permit flexibility and speed in manipulation and extraction of data for use in any Mineral Resource estimation. QA/QC results would be seamlessly available to allow for timeous interrogation and intervention on assay result failures.

 

14.2Geological Model

 

The geological model was developed by Minera Corona geologists, primarily using Seequent Leapfrog® Geo software (Leapfrog). Three dimensional (3D) models were derived from both drilling and channel samples, as well as incorporating mapping from mine levels and structural observations. Significant expansion and infill drilling between the end of 2017 and the effective date of the resource statement (June 30, 2020), has resulted in net changes in many areas of the Yauricocha deposit, improving the definition of the mineralized zones. Minera Corona geologists are responsible for the generation of the mineralized solids, allowing for the incorporation of detailed local geological information and hence producing more accurate representations of the mineralized zones as they are exposed in the mine. SRK has reviewed the geological model wireframes collaboratively with Minera Corona personnel and noted that they appear to be reasonable representations of the polymetallic oxide and sulfide mineralization as logged and sampled in each of the respective areas detailed in Sections 14.2.1 to 14.2.6.

 

SRK notes that the mineralized zones at depth have a closer morphology to the actual mined areas, which was not the case prior to 2018. Historically, the less informed areas of the models tended to be extremely optimistic for the respective mineralization style. This issue has been addressed since 2018 with additional infill drilling and the modification of the implicit modelling parameters utilized in Leapfrog. This has reduced the volumes of the respective mineralized bodies significantly in areas with a lower density of drilling intercepts.

 

There is currently no detailed structural or litho-stratigraphic model available for the mine. A regional structural model was commissioned by the mine. However, the results were not readily available for SRK to evaluate or comment on the validity thereof. A litho-stratigraphic model would facilitate the mine planning process with regards to the ability to apply a litho-stratigraphic waste density for dilution purposes.

 

CK November 2020

 

 

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Mineralization at Yauricocha encompasses two main styles, differentiated by scale, continuity, and exploration and development style, namely:

 

·Cuerpos Massivos (large bodies) are bodies formed along major structures of significant (several hundreds of meters) vertical extent, consistent geometry, and significant strike length. The majority of the tonnage mined at Yauricocha is from these bodies, as they are easily intersected by targeted drilling and are mined by bulk mining methods; and

 

·Cuerpos Chicos (small bodies) are smaller mineralized bodies of high grades. They are often skarn bodies, are less continuous and less regular in form than the Cuerpos Massivos and are difficult to intersect except with carefully targeted drilling. They are typically mined by overhand cut and fill or similar high-selectivity mining methods. The mine has historically drifted into these zones and delineated them using localized channel sample data.

 

14.2.1Mina Central

 

The geological model for Mina Central has been constructed by Minera Corona site geologists. This model is based on implicit modeling of drilling and channel sampling, and encompasses the Antacaca, Catas, Rosaura, and Antacaca Sur areas, which are broken on geographic and infrastructure boundaries, rather than any mineralogic or geologic boundaries. The model is effectively continuous through all areas. The mineralization is domained using a steeply dipping, NW-trending, tabular wireframe constructed in Leapfrog. Both channel sampling and drilling have been used to develop this model. SRK reviewed the wireframes collaboratively with Minera Corona personnel and noted that it appears to be a reasonable representation of the polymetallic sulfide mineralization as logged and sampled in this area. SRK noted overlaps between the Antacaca Sur Oxidos Cuye mineralized zones with the Mina Central mineralized zones. These were corrected for the 2020 estimation. The mineralized zone has been adapted at depth from the previous 2019 model, based on revised interpretation and expanded drilling. An example of this model in the context of the previous model is shown in Figure 14-2.

 

In addition to the expanded extents of the Mina Central area, Minera Corona geologists have modeled selected oxide zones in the Antacaca Sur area based on drilling and development data. This is considered a separate domain from the main Mina Central area for the purposes of data analysis and estimation.

 

CK November 2020

 

 

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Source: SRK, 2020

 

Figure 14-2: Mina Central Mineralized Model

 

14.2.2Esperanza

 

The geological model for Esperanza has been constructed by Minera Corona site geologists. SRK has reviewed the geological model wireframes collaboratively with Minera Corona personnel and has noted that they appear to be reasonable representations of the polymetallic sulfide mineralization as logged and sampled in this area. This model is based on a very detailed drilling program as well as cross-sectional and level mapping in order to capture the inherent complexity of this area. The model is implicitly modeled from a series of eight different areas identified within Esperanza based on mineralogy or textures. These include three breccia zones, one copper zone, Esperanza North, Esperanza Distal, Esperanza main and a lower grade pyrite-rich Esperanza main outer shell. Four of the zones were not estimated namely:

 

·Esperanza Breccia 1 (mined-out);

 

·Esperanza Breccia 2 (mined-out);

 

·Esperanza Cobre (mined-out); and

 

·Esperanza Pirita (not economic).

 

CK November 2020

 

 

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Esperanza ii is a newly discovered mineralized zone and was not estimated for the 2020 Mineral Resources. In 2020, a pyritic lower grade envelope was modelled and estimated as part of the main Esperanza mineralized body. This pyritic-rich material is more friable and tends to cave with the planned mined material causing added mining dilution. The Esperanza model represents what appears to be a single primary feeder structure at depth, which splits into many “finger-like” smaller structures in the upper levels. With recent drilling this mineralization morphology has been proven to some degree. Although general continuity along strike and down-dip is quite good, SRK notes that the mineralization varies dramatically in orientation and thickness, locally over short distances.

 

 

Source: SRK, 2020

 

Figure 14-3: Esperanza Mineralized Model

 

Examples of the Esperanza model in the context of the previous model are shown in Figure 14-3 and Figure 14-4.

 

CK November 2020

 

 

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Source: SRK, 2020

 

Figure 14-4: Cross-section of Esperanza Geological Model Showing Composite Ag Grades

 

14.2.3Mascota

 

The geological model for Mascota has been constructed by Minera Corona site geologists using implicit modeling in Leapfrog. The model is based on the grouped lithologies from drilling and sampling in the Mascota Mine area. The mineralization style is complex and many faceted. The geological model includes copper-rich areas as well as the massive sulfide zones being explored at depth. These areas have been identified as Ag/Pb oxides, low-grade Ag/Pb oxides, Cu oxides, and polymetallic sulfides. They are considered as discrete by the Minera Corona geologists and have been domained separately for the purposes of estimation. The following mineralized areas were estimated independently in the Mascota area:

 

·Mascota Oxide Cu Pb-Ag;

 

·Mascota Polymetallic North;

 

·Mascota Polymetallic East;

 

·Mascota Polymetallic (South) East;

 

·Mascota Polymetallic South; and

 

·Mascota Sur Oxide Cu.

 

CK November 2020

 

 

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An example of this model in the context of the previous model is shown in Figure 14-5. SRK has reviewed the wireframes collaboratively with Minera Corona personnel and noted that they appear to be reasonable representations of the polymetallic oxide and sulfide mineralization as logged and sampled in this area.

 

 

 

Source: SRK, 2020

 

Figure 14-5: Mascota Mineralized Model

 

14.2.4Cuye

 

The geological model for Cuye has been constructed by Minera Corona site geologists. SRK has reviewed the geological model wireframes collaboratively with Minera Corona personnel and noted that they appear to be reasonable representations of the polymetallic sulfide mineralization as logged and sampled in this area. The Cuye zone has previously been reported as a series of smaller bodies situated between the Mina Central and Mascota areas. Unlike the smaller bodies, the new intersections are thicker and more continuous, if lower grade. Also, they potentially allude to an extension of the Mina Central mineralization to the north. The size and morphology of the Cuye area has completely changed from previous reports and fits more closely with a tabular, steeply dipping zone along the trend of the Mina Central and Esperanza areas. At present, Cuye has only been sampled by relatively widely spaced drilling. It, like Esperanza, also features some pyrite-rich zones which have been modeled separately within the greater Cuye zone. These areas have been excluded from the estimation as they are considered as waste rock for the mine.

 

CK November 2020

 

 

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The Cuye iii mineralized body, previously included in the 2019 Mineral Resources, has not been included in the 2020 Mineral Resources as exploration development was unable to intersect the zone, previously identified by three sparsely spaced drillholes. Furthermore, the recent 2019 and 2020 drilling has shown areas that were previously considered as mineralized to be poorly or non-mineralized. The geological model and estimates have been updated to reflect these significant changes. Exploration drilling has identified a new mineralized zone south of the main Cuye mineralized zone. It has been designated as Cuye Sur and it has not been included in the 2020 estimates as additional drilling is required to define the shape of the mineralization. An example of the Cuye mineralized zone, compared with the previous model, is shown in Figure 14-6.

 

 

Source: SRK, 2020

 

Figure 14-6: Cuye Mineralized Model

 

CK November 2020

 

 

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14.2.5Cachi-Cachi

 

The geological model for Cachi-Cachi has been constructed by Minera Corona site geologists. SRK has reviewed the wireframes collaboratively with Minera Corona personnel and noted that they appear to be reasonable representations of the polymetallic sulfide mineralization as logged and sampled in this area. This model is based on cross-sectional and level mapping, and encompasses the following massive mineralized zones:

 

·Angelita;

 

·Carmencita;

 

·Karlita;

 

·Elissa;

 

·Escondida;

 

·Privatizadora;

 

·Vanessa; and

 

·Yoselim.

 

These are discrete mineralized bodies with unique morphologies and mineralization. Carmencita, Vanessa and Yoselim mineralized zones were discovered in late 2018 and early 2019. The Cachi Cachi mineralization has been domained using a variety of geometries and orientations, which are generally steeply dipping. Models are wireframes implicitly modeled in Leapfrog. Both channel sampling and drilling have been used to develop these models. SRK reviewed the wireframes collaboratively with Minera Corona personnel and noted that they appear to be a reasonable representation of the polymetallic sulfide mineralization as logged and sampled in this area. An example of these models is shown in Figure 14-7.

 

CK November 2020

 

 

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Source: SRK, 2020

 

Figure 14-7: Example of Cachi-Cachi Models

 

14.2.6Cuerpos Pequeños

 

The geological models for Cuerpos Pequeños have been constructed by Minera Corona site geologists. These models are based on cross-sectional and level mapping as well as the drilling and channel sampling. Models generally encompass small chimney-shaped massive sulfide mineralization, considered to occur as discrete mineralized bodies with unique morphologies and mineralization. The models encompass the following zones (Figure 14-8):

 

·Contacto Oriental;

 

·Contacto Occidental;

 

·Contacto Occidental Oxide (not estimated or mined);

 

·Contacto Sur Medio (TJ6060);

 

·Contacto Sur Medio I (TJ8167);

 

·Contacto Sur Medio II (TJ1590); and

 

·Gallito.

 

CK November 2020

 

 

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Source: SRK, 2020

 

Figure 14-8: Cuerpos Pequeños Mineralized Model

 

The mineralization has been domained using a variety of geometries and orientations, which are generally steeply-dipping. Models are wireframes implicitly modeled in Leapfrog. Both channel sampling and drilling have been used to develop these models. SRK reviewed the wireframes collaboratively with Minera Corona personnel and noted that they appear to be a reasonable representation of the polymetallic sulfide mineralization as logged and sampled in this area.

 

The unpredictable nature of the mineralized zones and the exploration methodology used to delineate them makes for some uncertainty in the interpretation of the bodies, as they have been demonstrated to pinch and swell dramatically over short distances. Although an important source of Mineral Resources and production, these zones are not relied upon to the same degree as more massive bodies, such as Mina Central and Esperanza. SRK notes that there are several of the Cuerpos Pequeños-type mineralized zones that have not been modeled or estimated as part of this PEA, but which may have been included in previous reports and which may include mineralization that is currently being (or has previously been) selectively mined. This has historically made modeling and estimation of the smaller mineralized zones a distinct challenge, as the mineralization is often significantly or completely depleted through mining between the bi-annual modeling process.

 

CK November 2020

 

 

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14.2.7Geological Models as Resource Domains

 

SRK considered the geological models to be hard boundaries, with respect to the resource estimation methods. However, for the purposes of exploratory data analysis, SRK grouped selected areas based on their geography or mineralogical relationships to ensure that the populations of data were sufficient to make informed decisions regarding compositing, capping, and variography.

 

For exploratory data analysis, SRK began with reviewing the sample distributions and mean grades for data within each local mineralization area. Based on the review of each local area, SRK elected to use each geologic domain (or subdomain) as a hard boundary to prevent estimation bias between adjacent smaller mineralized envelopes, which was evident from interim resource models produced by Minera Corona resource geologists in 2018. The individual domains were grouped based on a combination of factors including proximity, relative data populations, and mineralization style. The length weighted raw sample means (excluding absent values) for the respective domain, as well as the nomenclature and coding for the respective main domain groups are shown in Table 14-1.

 

In 2020, estimates for eight domains were not re-estimated as no additional drilling or sampling was available for the respective mineralized bodies; for details see Table 14-2. The 2020 physical depletions were applied where applicable and 2020 Net Smelter Return (NSR) cut-off values were applied for the 2020 Mineral Resource declaration. Celia was declared in 2019; however, in 2020, this area has been depleted entirely by mining.

 

CK November 2020

 

 

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Table 14-1: Raw Sample Mean Grades per Mineralized Zone

 

AREA Model Prefix Number of Samples

Ag

(ppm)

Pb

(%)

Cu

(%)

Zn

(%)

Au

(ppm)

As

(%)

Fe

(%)

Length (m)*
Mina Central ASO 951 88.54 1.09 1.22 1.49 0.58 0.28 24.42 1.20
Mina Central MINAC 17,623 27.48 0.37 0.46 1.47 0.35 0.17 28.95 1.07
Mascota MAPE 480 112.07 1.75 0.99 10.79 0.70 0.12 25.89 1.59
Mascota MAPN 591 126.09 7.23 0.20 13.61 0.35 0.08 11.03 1.22
Mascota MAPS 394 74.56 0.42 0.37 5.90 0.45 0.11 26.26 1.42
Mascota MAS 143 3.62 0.06 2.60 8.51 0.02 0.16 19.73 0.69
Mascota MOX 3,869 127.78 4.13 2.02 1.63 0.67 0.34 17.22 1.25
Esperanza ESP 11,281 48.31 0.69 1.25 1.55 0.37 0.25 31.74 0.86
Esperanza ESPBX 66 116.24 2.86 0.59 8.72 0.20 0.08 11.51 0.96
Esperanza ESPD 458 46.24 4.15 0.19 8.70 0.17 0.12 16.04 1.00
Esperanza ESPN 973 168.19 3.59 1.67 8.90 0.54 0.73 22.69 0.98
Cuye CUYE 1,184 43.78 0.32 1.60 2.48 0.83 0.16 29.68 0.95
Cuerpos Pequeños COC 362 100.93 2.87 0.12 7.43 0.29 0.08 17.97 1.44
Cuerpos Pequeños COR 694 69.39 1.56 0.33 6.58 0.34 0.41 19.39 0.82
Cuerpos Pequeños CSM 274 228.06 8.45 0.13 8.88 0.34 0.07 11.59 2.30
Cuerpos Pequeños CSMI 371 169.37 10.17 0.08 12.72 0.09 0.05 7.71 1.58
Cuerpos Pequeños CSMII 420 311.04 9.90 0.21 11.67 0.25 0.28 12.43 1.57
Cuerpos Pequeños GAL 324 48.88 2.03 0.86 6.73 0.21 0.33 24.36 1.59
Cachi-Cachi ANG 2,565 10.14 0.20 0.25 2.71 0.16 0.11 30.49 1.00
Cachi-Cachi CAR 252 72.20 1.22 0.25 4.00 0.75 0.16 21.06 1.58
Cachi-Cachi ELI 1,004 56.79 1.20 0.10 5.03 0.19 0.30 20.53 2.00
Cachi-Cachi ESC 674 74.53 3.09 0.22 5.77 0.59 0.19 28.39 1.42
Cachi-Cachi KAR 1,808 77.54 1.23 0.71 4.87 0.69 0.21 31.90 1.31
Cachi-Cachi PVT 349 56.86 2.31 0.11 7.00 0.62 0.13 27.46 1.13
Cachi-Cachi VAN 217 44.49 1.66 0.31 6.11 0.35 0.12 22.35 0.98
Cachi-Cachi YOS 195 89.21 2.27 0.09 5.57 0.56 0.48 23.60 2.08

 

* Length weighting not applied

Source: SRK, 2020

 

CK November 2020

 

 

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Table 14-2: Summary of Main Resource Domain Groups in Geological Models

 

Area Model Prefix Domain Description Estimation
Date
Mina Central MINAC Mina Central 2020
ASO Antacaca Sur Oxidos 2019**
Esperanza ESP Esperanza 2020
ESPBX Esperanza Breccia 3 2020
ESPD Esperanza Distal 2020
ESPN Esperanza Norte 2020
Mascota MAS Mascota Sur Oxide Cu 2019**
MAPN Mascota Polymetallic North 2020
MAPE Mascota Polymetallic East 2020
MAPS Mascota Polymetallic South / South (East) 2020
MOX Mascota Oxide Pb-Ag / Cu 2019**
Cuye CUYE Cuye 2020
Cuerpos Pequeños COR Contacto Oriental 2020
COC Contacto Occidental 2020
CSM Contacto Sur Medio (TJ6060) 2019*
CSMI Contacto Sur Medio I (TJ8167) 2019*
CSMII Contacto Sur Medio II (TJ1590) 2020
GAL Gallito 2019*
Cachi-Cachi ANG Angelica 2020
CAR Carmencita 2020
ELI Elissa 2019*
ESC Escondida 2020
KAR Karlita 2020
PVT Privatizadora 2020
VAN Vanessa 2020
YOS Yoselim 2019*

* Not re-estimated in 2020 only 2020 physical depletion applied and 2020 NSR cut-off’s applied for Mineral Resources

** Not re-estimated in 2020 only 2020 NSR cut-off’s applied for Mineral Resources

Source: Sierra Metals, 2020

 

14.3Assay Capping and Compositing

 

SRK conducted compositing and then capping for the drillhole and channel sampling databases supporting all the estimation domains.

 

CK November 2020

 

 

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14.3.1Outliers

 

SRK reviewed the outliers for the original sample data in each area or domain using a combination of histograms, log probability plots, and descriptive statistics. Outliers are evaluated from the original, un-composited data, flagged by the 3D geological model. An example of the log probability plot reviewed for Ag, Pb, Cu and Zn at Esperanza is shown in Figure 14-9. The capping value in this case lies between the 98-99th percentile range. This capping analysis reviewed the impact of the cap on several factors in the database, including total reduction in contained metal, percentage of samples capped, and reduction to the Coefficient of Variation (CV). All capping was completed after compositing. Capping limits assigned for each dominant volume per resource area estimated by SRK are shown in Table 14-3. Minor volumes may have different capping limits to prevent conditional bias in the resource estimate.

 

CK November 2020

 

 

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Source: SRK, 2020

 

Figure 14-9: Log Cumulative Probability Plots for Capping Analysis – Esperanza

 

CK November 2020

 

 

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Table 14-3: Capping Limits for Dominant Volumes in Mineral Resource Areas

 

Area Model Prefix AgC
(ppm)

PbC

(%)

CuC

(%)

ZnC

(%)

AuC
(ppm)

AsC

(%)

FeC

(%)

Mina Central ASO 687 5.08 1.80 8.54 7.40 1.04 -
Mina Central MINAC 850 18.20 14.30 37.50 15.90 2.40 58.00
Mascota MAPE 344 13.20 6.90 29.00 3.70 0.40 -
Mascota MAPN 623 31.50 1.60 39.00 3.95 0.18 25.00
Mascota MAPS 142 0.88 0.80 12.30 0.80 0.19 32.50
Mascota MAS 6 0.20 12.73 - 0.05 0.41 29.20
Mascota MOX 1,991 59.70 5.04 14.50 22.90 2.48 -
Esperanza ESP 795 16.10 26.30 30.00 11.00 5.50 47.50
Esperanza ESPBX 241 7.00 1.96 16.50 0.42 0.25 21.04
Esperanza ESPD 277 23.90 2.30 35.00 1.16 0.61 34.00
Esperanza ESPN 455 14.50 10.50 25.20 6.60 3.00 -
Cuye CUYE 199 2.20 6.30 22.70 3.40 1.20 -
Cuerpos Pequeños COR 512 21.00 4.20 38.00 6.85 2.10 -
Cuerpos Pequeños CSM 948 32.40 0.87 - 1.70 0.22 -
Cuerpos Pequeños CSMI 607 - 0.35 42.95 0.68 - 22.30
Cuerpos Pequeños CSMII 760 24.70 0.70 31.30 0.93 1.90 -
Cuerpos Pequeños GAL 410 17.23 10.63 - 1.57 1.91 41.56
Cachi-Cachi ANG 290 7.80 3.50 23.00 2.00 0.60 -
Cachi-Cachi CAR 255 5.30 1.25 12.85 3.60 0.40 -
Cachi-Cachi ELI 790 13.03 3.36 - 2.72 1.59 -
Cachi-Cachi KAR 595 16.80 5.80 31.90 5.70 1.50 -
Cachi-Cachi PVT 335 10.75 0.73 22.90 2.05 0.40 -
Cachi-Cachi VAN 216 15.10 0.36 31.50 2.13 0.35 -
Cachi-Cachi YOS 438 11.62 0.67 23.85 3.03 2.37 -
Mina Central ASO 687 5.08 1.80 8.54 7.40 1.04 -
Mina Central MINAC 850 18.20 14.30 37.50 15.90 2.40 58.00

Source: SRK, 2020

 

14.3.2Compositing

 

SRK composited the raw sample data within the geologic wireframes using standard run lengths. These composite lengths vary between various areas, but the analysis is the same to ensure that the composites are representative of the Selective Mining Unit (SMU) and minimize variance at the scale of the estimation. The compositing analysis generally features a review of the variable sample lengths in a histogram as well as review of the sample lengths vs. grade scatter plots (Figure 14-10 and Figure 14-11) to ensure that there are not material populations of high grade samples above the nominal composite length. Composite lengths for each area are summarized in Table 14-4.

 

All intervals without values were populated with trace values as only mineralized material is sampled by the mine geological staff. However, one exception to this was the arsenic and iron values, which were left blank. Arsenic is regarded as a deleterious element and iron is an integral part of the density relationship and is generally higher in mineralized zones. Initially, a mean value was considered rather than allowing the estimate to establish a value. However, estimation artifacts resulted, hence the missing value route was taken for these arsenic and iron values. Minor composite lengths were restricted in the compositing process by selecting MODE=1 in Datamine’s COMPDH process.

 

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Source: SRK, 2020

 

Figure 14-10: Raw Sample Length Histogram for Mina Central and Esperanza

 

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Source: SRK, 2020

 

Figure 14-11: Sample Length vs. Ag, Pb, Cu and Zn Grade Plot for Mina Central

 

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Table 14-4: Composite Statistics

 

Area Model Prefix

Composite Length

(m)

Minimum
(m)

Mean

(m)

Maximum
(m)
Mina Central ASO 1 0.50 0.99 1.20
Mina Central MINAC 1 0.40 1.00 1.40
Mascota MAPE 1 0.75 0.98 1.50
Mascota MAPN 2 0.20 1.72 3.00
Mascota MAPS 1 0.65 0.98 1.50
Mascota MAS 1 0.80 0.99 1.30
Mascota MOX 1 0.50 1.00 1.40
Esperanza ESP 1 0.40 1.00 1.45
Esperanza ESPBX 1 0.45 0.99 1.30
Esperanza ESPD 1 0.83 1.00 1.25
Esperanza ESPN 1 0.30 1.00 1.30
Cuye CUYE 1 0.85 1.00 1.40
Cuerpos Pequeños COC 1 0.20 0.94 1.50
Cuerpos Pequeños COR 2 0.80 1.95 2.90
Cuerpos Pequeños CSM 2 0.50 1.89 2.90
Cuerpos Pequeños CSMI 2 0.40 1.88 3.00
Cuerpos Pequeños CSMII 2 0.20 1.76 3.00
Cuerpos Pequeños GAL 2 0.30 1.83 2.90
Cachi-Cachi ANG 1 0.40 1.00 1.40
Cachi-Cachi CAR 1 0.75 0.98 1.40
Cachi-Cachi ELI 2 0.36 1.91 3.00
Cachi-Cachi ESC 1 0.75 0.98 1.40
Cachi-Cachi KAR 1 0.14 0.99 1.45
Cachi-Cachi PVT 1 0.50 0.98 1.35
Cachi-Cachi VAN 2 0.45 1.83 3.00
Cachi-Cachi YOS 2 0.30 1.97 2.95

Source: SRK, 2020

 

14.4Density

 

Density determinations are based on bulk density measurements taken from representative core samples or grab samples in each area. The volume displacement method is utilized to establish the density of a sample. Historically, mine personnel assigned a single bulk density to each mineralized area. However, this is an invalid assumption for Mineral Resources in polymetallic mineralization styles, as the density varies substantially from lower to higher grade metal content areas. The effect of applying a single density per mineralization zone based on current mining results, is to bias the overall tonnage to that respective metal content. Whereas, the grades vary significantly throughout the mineralized zones, as substantiated by measurements taken on the mine site, as requested by SRK.

 

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SRK produced regression analyses of density versus total accumulated content, i.e., silver, lead, copper, zinc, gold, arsenic and iron for specific mineralization styles and areas (Figure 14-12). A generalized polymetallic regression was utilized for polymetallic mineralization that did not have a statistical representative density population of samples. Unfortunately, the relationship was not representative with respect to the oxide mineralization. All regressions were limited to a maximum content of 55% as the predicted value deviates substantially after this point. Global values as supplied by Minera Corona personnel were applied to MAS (3.555), MOX (3.162) and ASO (3.162) respectively.

 

 

Source: SRK, 2020

 

Figure 14-12: Total Metal Content vs. Density Regressions

 

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14.5Variogram Analysis and Modeling

 

SRK conducted detailed variogram analysis to assess orientations and ranges of continuity within the mineralized zones. Directional variograms were calculated for the primary mineralization areas of Mina Central and Mascota, as the quantities of data and orientations of the mineralized zones are well-understood. Directional variograms defining an ellipsoid resulted in 3D continuity models for each element. In all cases, appropriate nugget effects were determined from downhole variograms, then utilized in the directional variograms. A linear model of coregionalization was maintained for each continuity model, and the three variograms were plotted on a single graph to define the shape of the ellipsoid. The ellipsoids were reviewed against the data distribution to ensure reasonableness and consistency. The continuity parameters derived from the directional variography in each area and for each metal are used in the Ordinary Kriging estimation process.

 

A total of 182 variograms were modeled between Minera Corona staff. SRK verified orientations and checked variograms. In SRK’s opinion the variogram models were reasonable fits to the experimental variograms. However, SRK noted in some instances that more anisotropic definition could be achieved by gaussian or log transforming the composites for variogram modelling purposes and then back transforming the variogram models for estimation purposes. Figure 14-13 shows examples of Minera Corona modelled variograms for Mina Central and Esperanza. Table 14-5 details a subset of modelled variogram models as examples from Esperanza, Cuye and Mina Central mineralized domains, representing the dominant proportion of the Mineral Resources. All variograms were normalized for estimation purposes.

 

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Source: SRK, 2020

 

Figure 14-13: Examples of Modelled Variograms for Mina Central and Esperanza

 

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Table 14-5: Datamine Normalized Modelled Semi-Variogram Models

 

Model
Prefix
VDESC VREFNUM VANGLE1 VANGLE2 VANGLE3 VAXIS1 VAXIS2 VAXIS3 NUGGET ST1 ST1PAR1 ST1PAR2 ST1PAR3 ST1PAR4 ST2 ST2PAR1 ST2PAR2 ST2PAR3 ST2PAR4
CUYE AG NORM 1 132 -90 0 3 2 1 0.044 1 9.3 9.3 3 0.486 1 36.4 26.9 6 0.469
CUYE PB NORM 2 132 -90 0 3 2 1 0.138 1 7.7 7.5 3 0.487 1 36.5 25.6 5.5 0.375
CUYE CU NORM 3 132 -90 0 3 2 1 0.117 1 7.5 7 3 0.577 1 37.3 26.4 5.6 0.306
CUYE ZN NORM 4 132 -90 0 3 2 1 0.083 1 5.4 5 3 0.444 1 36.5 25.7 5.6 0.473
CUYE AU NORM 5 132 -90 0 3 2 1 0.064 1 3 3 3.2 0.601 1 36.6 24.4 5.4 0.335
CUYE AS NORM 6 132 -90 0 3 2 1 0.143 1 6.8 7.3 3 0.524 1 36.2 23.3 5.5 0.333
CUYE FE NORM 7 132 -90 0 3 2 1 0.12 1 5.2 5.9 3 0.275 1 39.4 27.2 5.6 0.604
ESP AG NORM 1 155 -75 0 3 2 1 0.193 1 6.7 5.7 3.7 0.487 1 45.5 49.4 9.3 0.32
ESP PB NORM 2 155 -75 0 3 2 1 0.183 1 11.7 16.2 3 0.378 1 44.9 48.6 9.1 0.439
ESP CU NORM 3 155 -75 0 3 2 1 0.153 1 10 6.7 4.3 0.548 1 48.2 47.2 9 0.299
ESP ZN NORM 4 155 -75 0 3 2 1 0.123 1 11.2 13.6 3 0.354 1 48 46.2 9.2 0.523
ESP AU NORM 5 155 -75 0 3 2 1 0.103 1 7.3 10.4 4.7 0.675 1 47.7 50.3 9 0.222
ESP AS NORM 6 155 -75 0 3 2 1 0.101 1 5.5 6.3 3.1 0.635 1 48.3 48.9 9.8 0.264
ESP FE NORM 7 155 -75 0 3 2 1 0.109 1 9.4 10.6 4.1 0.58 1 48.4 47.4 9.2 0.311
ESP AG NORM 1 155 -75 0 3 2 1 0.149 1 4.7 4.5 3.6 0.486 1 49.5 50.4 8.1 0.365
ESP PB NORM 2 155 -75 0 3 2 1 0.162 1 10.7 10.2 3 0.601 1 48.5 48.3 8.6 0.237
ESP CU NORM 3 155 -75 0 3 2 1 0.085 1 6.7 6.3 4.6 0.677 1 45.6 44.9 9.9 0.238
ESP ZN NORM 4 155 -75 0 3 2 1 0.202 1 7.6 6.7 5 0.404 1 46.2 47 9.4 0.395
ESP AU NORM 5 155 -75 0 3 2 1 0.089 1 6.5 9.7 4.8 0.684 1 47.1 45 10.3 0.227
ESP AS NORM 6 155 -75 0 3 2 1 0.145 1 8.9 10.8 3.5 0.702 1 49.8 44.7 9.5 0.153
ESP FE NORM 7 155 -75 0 3 2 1 0.126 1 9.5 10 4.9 0.562 1 48.4 45.6 10.4 0.311
MINAC AGC NORM 1 158 85 0 3 2 1 0.337 1 14.5 6.3 4 0.411 1 49.4 48.7 9 0.252
MINAC PBC NORM 2 158 85 0 3 2 1 0.168 1 12.6 13.1 3 0.613 1 50 51 10.4 0.219
MINAC CUC NORM 3 158 85 0 3 2 1 0.119 1 6.7 8.2 3 0.587 1 48.9 49 11 0.294
MINAC ZNC NORM 4 158 85 0 3 2 1 0.128 1 14.7 7.2 4 0.665 1 49 49 11 0.207
MINAC AUC NORM 5 158 85 0 3 2 1 0.185 1 11.8 5.1 3 0.619 1 50.7 49.3 10.6 0.196
MINAC ASC NORM 6 158 85 0 3 2 1 0.15 1 5.3 11.1 3 0.55 1 50.5 49.5 10 0.3
MINAC FEC NORM 7 158 85 0 3 2 1 0.204 1 8.8 9.6 4.1 0.613 1 49.2 49.6 11 0.183

Source: SRK, 2020

 

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14.6Block Model

 

Block models were generated by SRK in Datamine Studio RM™. Sub-blocking was utilized to approximate geologic contacts. Rotated block models were generated to assist in the mine planning process where mineralization solids crossed the orthogonal grid obliquely, facilitating less dilution in the stope optimization studies.

 

Blocks were flagged by mineralization area and domain. Details of the parameters used for the block models are summarized in Table 14-6.

 

Table 14-6: Block Model Parameters

 

 

Model
Prefix

Parent Range

Origin

(minimum value block corner)

Rotation (Datamine)

X

(m)

Y

(m)

Z

(m)

X (m)

Y

(m)

Z

(m)

X

Local

(m)

Y

Local

(m)

Z

Local

(m)

Angle (°) Axis
ANG 4 4 4 88 164 180 24,056 16,546 4,026 39 Z
ASO 4 4 4 72 204 292 24,227 14,640 3,827 -30 Z
COC 2 2 2 106 66 378 23,786 15,137 3,683 - Z
CSM 2 2 2 84 74 496 23,750 14,927 3,819 34 Z
CSMI 2 2 2 56 48 172 23,789 14,967 3,773 -21 Z
CSMII 2 2 2 76 92 312 23,766 14,822 3,642 -45 Z
CUYE 4 4 4 288 252 416 23,660 15,288 3,366 - Z
ELI 2 2 2 40 136 302 23,838 16,504 3,850 50 Z
ESC 2 2 2 82 82 222 23,756 16,380 3,849 - Z
ESP 4 4 4 192 460 532 23,740 15,434 3,602 -25 Z
ESPBX 2 2 2 64 48 268 23,656 15,666 3,884 0 Z
ESPD 4 4 4 56 88 148 23,656 15,644 3,824 -28 Z
ESPN 4 4 4 152 96 340 23,644 15,758 3,770 -30 Z
GAL 2 2 2 34 72 260 23,617 15,650 3,752 - Z
KAR 2 2 2 86 124 198 24,002 16,589 3,964 34 Z
MAPE 2 2 2 76 96 356 23,755 15,319 3,524 -40 Z
MAPN 2 2 2 56 96 316 23,690 15,370 3,596 -30 Z
MAPS 2 2 2 92 96 228 23,838 15,286 3,618 -70 Z
MAS 2 2 2 40 52 78 23,721 15,297 3,697 28 Z
MINAC 4 4 4 200 760 848 24,180 14,620 3,308 -30 Z
MOX 4 4 4 92 152 520 23,750 15,298 3,645 -50 Z
PVT 2 2 2 80 166 314 23,664 16,334 3,690 55 Z
VAN 2 2 2 62 92 192 23,943 16,603 3,955 70 Z
YOS 2 2 2 46 106 174 23,683 16,349 3,841 45 Z
ANG 4 4 4 88 164 180 24,056 16,546 4,026 39 Z
ASO 4 4 4 72 204 292 24,227 14,640 3,827 -30 Z

 

Source: SRK, 2020

 

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14.7Estimation Methodology

 

SRK utilized either Ordinary Kriging (OK) or Inverse Distance to the Power 2 weighting to interpolate grade in all resource areas. The decision on the estimation type to use was based on the confidence of the geologist in the ability of the variography to reflect the continuity of grade within the mineralized body, as well as the need for some measure of declustering based on data spacing. In some cases where mineralized bodies could not be related to those with reasonable variograms, an Inverse Distance method was utilized.

 

The estimation type and sample selection criteria were chosen to target a reasonably reliable local estimation of grade that does not bias the global resource estimation. SRK generally utilized the geological models as hard boundaries in the estimation and estimated blocks within these boundaries using the capped composites in the same boundaries. Ranges for interpolation were derived from omni-directional variogram analysis or continuity assumptions from site geologists based on underground mining observations. All estimations utilized both channel and drillhole samples. SRK utilized three nested estimation passes for each domain. Local Varying Anisotropy (LVA) was utilized for several estimates as a static search orientation did not produce representative estimates.

 

The search parameters were optimized in the larger mineralized areas by completing a Qualitative Kriging Neighborhood Analysis (QKNA). The search parameters were focused on the major NSR contributing element for any mineralized zone. Samples where limited per channel/drillhole source (MAXKEY). Additional estimates were completed for cross validation purposes. These included, Nearest Neighbor (NN), Arithmetic Mean (AV) and Inverse Distance to the Power 2. The kriging efficiency and the geostatistical RSlope values were calculated per OK estimate. The complete estimation parameters are summarized in Table 14-7.

 

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Table 14-7: Estimation Parameters

 

Model
Prefix
Classifier SDESC SREFNUM METHOD X Y Z ANGLE1 ANGLE2 ANGLE3 AXIS1 AXIS2 AXIS3 PASS 1 PASS 2 PASS 3 MAXKEY
SDIST1 SDIST2 SDIST3 MIN MAX FACTOR MIN MAX FACTOR MIN MAX
ANG ZNOK ZN 4 LVA 20 20 6 219 -85 0 3 2 1 5 15 2 3 15 3 3 10 2
ASO AGOK AG 1 STATIC 20 20 8 -30 -80 0 3 2 1 5 15 2 3 15 3 3 10 2
CAR ZNID ZN 4 LVA 12.5 12.5 5 104 -90 0 3 2 1 5 15 2 3 15 3 3 10 2
COC ZNOK ZN 4 LVA 25 25 6 70 -90 0 3 2 1 5 15 2 3 15 3 3 10 2
COR ZNOK ZN 4 STATIC 15 15 8 167 76 0 3 2 1 5 15 2 3 15 3 3 10 2
CSM ZNOK ZN 4 STATIC 15 15 5 50 -80 0 3 2 1 5 15 2 3 15 3 3 10 2
CSMI ZNOK ZN 4 STATIC 15 15 5 -35 -75 0 3 2 1 5 15 2 3 15 3 3 10 2
CSMII ZNOK ZN 4 STATIC 20 20 6 115 76 0 3 2 1 5 15 2 3 15 3 3 10 2
CUYE CUOK CU 3 LVA 25 25 5 132 -90 0 3 2 1 5 15 2 3 15 4 3 10 2
ELI ZNOK ZN 4 LVA 20 20 6 0 -90 126 3 2 1 5 15 2 3 15 3 3 10 2
ESC ZNOK ZN 4 LVA 15 15 5 210 -90 0 3 2 1 5 15 2 3 15 3 3 10 2
ESP CUOK CU 3 STATIC 25 25 10 155 -75 0 3 2 1 5 15 2 3 15 4 3 10 2
ESPD ZNOK ZN 4 STATIC 12.5 12.5 5 152 74 0 3 2 1 5 10 2 3 10 4 3 10 2
ESPBX ZNID ZN 4 LVA 12.5 12.5 7.5 -60 90 0 3 2 1 3 10 2 3 10 5 2 5 0
ESPN ZNOK ZN 4 STATIC 12.5 12.5 5 130 -74 0 3 2 1 5 10 2 3 10 4 3 10 2
GAL ZNOK ZN 4 STATIC 15 15 5 0 -90 200 3 2 1 5 15 2 3 15 3 3 10 2
KAR ZNOK ZN 4 STATIC 15 15 6 224 -90 0 3 2 1 5 15 2 3 15 3 3 10 2
MAPE ZNOK ZN 4 STATIC 15 15 5 137 -90 0 3 2 1 5 15 2 3 15 3 3 10 2
MAPN ZNOK ZN 4 STATIC 20 20 5 140 -83 0 3 2 1 5 15 2 3 15 3 3 10 2
MAPS ZNOK ZN 4 STATIC 12.5 12.5 6 110 80 0 3 2 1 5 15 2 3 15 3 3 10 2
MAS CUID CU 3 STATIC 20 20 8 28 -90 0 3 2 1 5 10 2 3 10 3 3 10 2
MINAC ZNOK ZN 4 LVA 25 25 10 158 85 0 3 2 1 5 15 2 3 15 4 3 10 2
MOX PBOK PB 2 STATIC 20 20 6 0 -90 210 3 2 1 5 15 2 3 15 3 3 10 2
PVT ZNOK ZN 4 LVA 20 20 10 230 -85 0 3 2 1 5 15 2 3 15 3 3 10 2
VAN ZNOK ZN 4 STATIC 15 15 5 250 80 0 3 2 1 5 15 2 3 15 3 3 10 2
YOS ZNOK ZN 4 STATIC 20 20 6 0 -90 -40 3 2 1 5 15 2 3 15 3 3 10 2
ANG ZNOK ZN 4 LVA 20 20 6 219 -85 0 3 2 1 5 15 2 3 15 3 3 10 2
ASO AGOK AG 1 STATIC 20 20 8 -30 -80 0 3 2 1 5 15 2 3 15 3 3 10 2
CAR ZNID ZN 4 LVA 12.5 12.5 5 104 -90 0 3 2 1 5 15 2 3 15 3 3 10 2

 

Source: SRK, 2020

 

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14.8Model Variation

 

All models have been validated utilizing visual and statistical measures to assess the probability of conditional bias in the estimation. Swath plots were also generated to validate the estimation. SRK is of the opinion that the validation of the models is sufficient for relying upon them as Mineral Resources. However, SRK notes that the ultimate validation of the models is in the fact that the mine continuously produces material from the areas modeled and projected by the Mineral Resource estimations. SRK notes that reconciliation of the production to the resource models is not a consistent part of the current validation methods but is under consideration by Sierra Metals for future models.

 

14.8.1Visual Comparison

 

Both SRK and Minera Corona have conducted visual comparisons of the composite grades to the block grades in each model. In general, block grade distributions match well in level and cross-section views through the various mineralized zones. Some of these examples are shown below in Figure 14-14 through Figure 14-16.

 

Source: SRK, 2020

 

Figure 14-14: Visual Block to Composite Comparison – Mina Central

 

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Source: SRK, 2020

 

Figure 14-15: Visual Block to Composite Comparison – Esperanza

 

Source: SRK, 2020

 

Figure 14-16: Visual Block to Composite Comparison – Mascota

 

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14.8.2Comparative Statistics

 

SRK compared the estimated block grades to the composite grades utilized in the estimation, for the same zones and volumes to ensure that both are representative. SRK generally weighted the statistics by composite length or polygonal declustering with mineralized envelope constraints to weight for the composites, and by volume for the blocks. The results show that, in almost all cases, the blocks feature a lower or similar mean to the composite grades. An example of the estimate versus the composite statistics completed for Mina Central Zn (%) and Esperanza Cu (%) are shown in Figure 14-17. These analyses were completed for all estimated values in all mineralized zones, to establish whether there was any over / under estimation.

 

Where blocks locally exceed the composite grades, SRK notes that these appear to be limited occurrences, and generally the potentially over-estimated areas are in areas which have been mined previously or where very few samples occur within a respective mineralized envelope. An estimate should have a similar mean to the original composites. However, the estimates produce a smoothed result and the distribution of the estimated blocks relative to the original composites will produce a narrower range histogram. This is evident from the box and whisker plots in Figure 14-17. SRK is of the opinion that these results show that there is reasonable agreement between the models and the supporting data, with low risk for global over-estimation.

 

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Source: SRK, 2020

 

Figure 14-17: Mina Central and Esperanza Ordinary Kriging Result Comparison to Declustered Capped Composite Values

 

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14.8.3Swath Plots

 

SRK has compiled swath plots to validate the estimation. A swath plot is a graphical display of the grade distribution derived from a series of meter thickness bands (12.5, 25 and 8 m width in this case), or swaths, generated in the X, Y, and Z orientations through the deposit. Grade variations from the block model are compared using the swath plot to the distribution derived from the composites or other estimation methods. An example of swath plots from Mina Central and Esperanza for all estimated grades is shown in Figure 14-18, illustrating the comparison between the OK estimation used for reporting to the original polygonal declustered composite grades. SRK notes that in general the estimated grades represent a smoothed approximation of the composite grades.

 

SRK did not produce these plots for every mineralized body, as narrow and tabular orientations do not necessarily allow for the swath plots as a reasonable comparison. For those mineralized zones with broader and less tabular morphology, this comparison is more reasonable.

 

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Source: SRK, 2020

 

Figure 14-18: Mina Central and Esperanza Swath Plots

 

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14.9Resource Classification

 

In SRK’s opinion, the geological modelling honors the current geological information and knowledge. The location of the samples and the assay data are sufficiently reliable to support resource evaluation. The sampling information was acquired primarily by core drilling and limited channel sampling.

 

The estimated blocks were classified according to:

 

·Confidence in interpretation of the mineralized zones;

 

·Number of data (holes or channel samples) used to estimate a block; and

 

·Average distance to the composites used to estimate a block.

 

In order to classify mineralization as a Measured Mineral Resource the following statement must be considered: “quantity, grade or quality, densities, shape and physical characteristics are estimated with sufficient confidence to allow the application of Modifying Factors in sufficient detail to support detailed mine planning and evaluation of the economic viability of the deposit” (CIM Definition Standards on Mineral Resources and Mineral Reserves, May 2014). For the classification of Indicated Mineral Resources the CIM standard requires the following: “quantity, grade or quality, densities, shape and physical characteristics are estimated with sufficient confidence to allow the application of Modifying Factors in sufficient detail to support mine planning and evaluation of the economic viability of the deposit”. SRK utilized the following general criteria for classification of the Mineral Resource at Yauricocha:

 

·Measured: Blocks estimated with a distance of 10 to 25 m and informed by at least three drillholes;

 

·Indicated: Blocks estimated with a distance of 20 to 50 m and informed by at least two drillholes; and

 

·Inferred: Blocks estimated with a distance of 30 to 100 m and informed by at least two drillholes.

 

All solid envelopes containing two or less drillholes were decategorized from Mineral Resources. These areas should be considered as exploration areas and require additional drilling to satisfy CIM Definition Standards. The resource classification was initially scripted based on the range of influence of the dominant NSR contributor, generally zinc or copper. A manual override of the isolated resource category blocks was completed in Datamine’s graphical interface by selecting the respective parent cell centroids and assigning a representative / realistic resource category.

 

Examples of this scripted classification scheme are shown in Figure 14-19, Figure 14-20 and Figure 14-21. SRK notes that this scripted method is not perfect, and locally results in some classification artifacts along the margins of wide-spaced drilling or in areas where data spacing varies significantly. SRK notes that this is likely something that can be improved upon as additional drilling (currently underway) infills some of these areas.

 

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Source: SRK, 2020

 

Figure 14-19: Example of Scripted and Re-classed Classification for Esperanza

 

 

 

Source: SRK, 2020

 

Figure 14-20: Example of Scripted and Re-classed Classification for Mina Central

 

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Source: SRK, 2020

 

Figure 14-21: Example of Scripted and Re-classed Classification for Mascota Oxide Cu Pb-Ag

 

14.10Depletion

 

SRK depleted the block models using provided wireframe solids based on digitized polygons projected on long sections and cross-sections from Minera Corona. SRK notes that this is a conservative approach, given that it effectively ignores pillars or other areas which are known to have not been completely mined. However, SRK agrees with this approach and notes that extensive surveying of previously mined areas would need to be done in order to reasonably incorporate the remaining material above these levels. All material within each solid was flagged with a mined variable (MINED or Minado) in the block model, with 1 representing completely mined, and 0 representing completely available. Depletion was applied to the resource models in areas where drift and development ends intersect the resource model. In depleted areas, a mined flag of two was assigned and in non-mined areas, a mined flag of three was assigned.

 

An example of this is shown in Figure 14-22 for the Mina Central area.

 

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Source: SRK, 2020

 

Figure 14-22: Example of Mining Depletion in Block Models – Mina Central

 

14.11Mineral Resource Statement

 

CIM Definition Standards for Mineral Resources and Mineral Reserves (May 2014) defines a Mineral Resource as:

 

“a concentration or occurrence of solid material of economic interest in or on the Earth’s crust in such form, grade or quality and quantity that there are reasonable prospects for eventual economic extraction. The location, quantity, grade or quality, continuity and other geological characteristics of a Mineral Resource are known, estimated or interpreted from specific geological evidence and knowledge, including sampling”.

 

The “reasonable prospects for economic extraction” requirement generally implies that the quantity and grade estimates meet certain economic thresholds and that the Mineral Resources are reported at an appropriate cut-off value (COV) considering extraction scenarios and processing recoveries. SRK is of the opinion that the costs provided by Minera Corona represent the approximate direct marginal mining and processing cost for various mining methods. To satisfy the criteria of reasonable prospects for economic extraction, SRK has calculated unit values for the blocks in the models based on the grades estimated, metal price assumptions, and metallurgical recovery factors in the form of an NSR value. The NSR value also takes into consideration arsenic, as it is considered a deleterious element in the current smelter contracts. For the mineralized zones that are designated to be exploited utilizing a sub-level caving method, the block models were regularized to their respective parent cell and diluted at zero grade. This allowed for isolated sub-cells to fall below the COV and hence be removed from the Mineral Resource, as these particular blocks do not satisfy the “reasonable prospects for eventual economic extraction” as stated in the CIM definitions.

 

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The metal price assumptions have been derived from 2020 Consensus Commodity prices and are reasonable for the statement of Mineral Resources. These prices are generally higher than those used in the previous Technical Report filed in 2017 and reflect the relative increase in commodity prices since that report. These prices are summarized in Table 14-8.

 

Table 14-8: Unit Value Price Assumptions

 

Consensus Pricing

Gold

(US$/oz)

Silver

(US$/oz)

Copper

(US$/lb)

Lead

(US$/lb)

Zinc

(US$/lb)

Long Term 2020 1,502 18.24 3.05 0.91 1.06

 

Source: CIBC Global Mining Group, August 2020

 

The metallurgical recovery factors are based on actual to-date 2019 metallurgical recoveries for the various processes and concentrates produced by the Yauricocha Mine. SRK has considered that the mineralized bodies stated in Mineral Resources fall into one of three general categories in terms of process route: polymetallic sulfide, lead oxide, and copper sulfide. The copper sulfide process route was abandoned in 2017. The overwhelming majority of the mineralized zones are considered as polymetallic sulfide, with very limited production from Pb Oxide areas, and effectively no consistent production from Cu-Oxide areas. Oxide material constitutes 2.2% of the total declared Measured and Indicated Mineral Resources for 2020 and 0.3% of the Inferred Mineral Resources are regarded as oxide material. The summary of the recovery discounts applied during the unit value calculation are shown in Table 14-9. SRK notes that the recoveries stated for the unit value calculations do not consider payability or penalties in the concentrates, as these are variable and may depend on contracts to be negotiated.

 

Table 14-9: Metallurgical Recovery Assumptions

 

Date Process Recovery

Ag

(%)

Au

(%)

Cu

(%)

Pb

(%)

Zn

(%)

2020 Polymetallic 76 22 75 89 89
Pb Oxide 51 53 0 65 0
2019 Polymetallic 76 17 80 89 89
Pb Oxide 51 53 0 65 0
2017 Polymetallic 67 16 65 85 89
Pb Oxide 51 54 0 66 0
Cu Oxide 28 0 39 0 0

 

Source: Sierra Metals, 2020

 

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The general unit value calculation can then be summarized as the estimated grade of each metal, multiplied by the price (US$/g or US$/%), multiplied by the process recovery. This yields a dollar value of the block per tonne, which can be utilized to report resources above the break-even variable costs for mining, processing, and G&A. Sierra provided these costs to SRK, noting that they are generalized given the flexibility of the mining methods within each area or individual mineralized body. For example, several mineralized bodies feature a majority of a specific mining method, but will locally utilize others on necessity, or require adjusted pumping capacity or ground conditions, which may locally move this cost up or down. SRK considers the application of a single unit value cut-off to each mineralized body as reasonable. The unit value sub-marginal costs provided by Sierra are summarized in Table 14-10.

 

Table 14-10: Unit Value Cut-off by Mining Method (US$/t)

 

Description Break-Even Cost 2019 Break-Even Cost 2020
Sub-level Caving: Conventional (SLCM1) $46 $25
Sub-level Caving: Mechanized, No Water (SLCM2) $47 $27
Sub-level Caving: Mechanized, Low Water (SLCM3) $49 $27
Cut and Fill: Overhead Conventional CRAM $55 $36
Cut and fill: Overhead Mechanized Not Utilized Not Utilized
Cut and Fill: Overhead Mechanized w/ Pillars Not Utilized Not Utilized

 

Source: Sierra Metals, 2020

 

Sierra has provided an explanation as to why the 2020 mining costs have decreased since 2019. Through better cost controls, improved equipment and worker utilization, an improved mine management team, reduced workforce and better operating procedures and improved short-term and long-term mining plans, the mine has been able to drive down costs and successfully manage with reduced operating budgets.

 

In addition, the workforce has been dramatically reduced in size from 2,500 workers in 2019 to 1,500 in 2020, and ground support costs, power costs, maintenance costs and warehouse costs have all been reduced collectively by over $11.00/tonne. Sierra also discovered during Covid-19 work reductions that they were able to achieve better efficiencies and production rates with fewer people and therefore operating budgets have now been decreased accordingly. The mine has also switched to a new cost management system which has allowed the mine to better measure and track costs, and to drive further cost reductions.

 

The June 30, 2020, consolidated Mineral Resource statement for the Yauricocha Mine is presented in Table 14-11. The individual detailed Mineral Resource statements by mining area are presented in Table 14-12.

 

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Table 14-11: Consolidated Yauricocha Mine Mineral Resource Statement as of 30 June, 2020 – SRK Consulting (Canada), Inc. (1) (2) (3) (4) (5) (6) (7) (8) (9)

 

Classification

Volume
(m3) '000

Tonnes

(K t)

Density

(kg/m3)

Ag

(g/t)

Au

(g/t)

Cu

(%)

Pb

(%)

Zn

(%)

As

(%)

Fe

(%)

NSR

(USD/t)

Ag

(M oz)

Au

(K oz)

Cu

(M lb)

Pb

(M lb)

Zn

(M lb)

Measured 1,458 4,904 3.36 55.81 0.59 1.13 0.83 2.59 0.18 24.47 113 8.8 93.5 122.2 89.4 280.1
Indicated 3,226 11,020 3.42 38.39 0.50 1.20 0.52 2.05 0.14 25.41 98 13.6 178.0 291.1 126.7 498.9
Measured + Indicated 4,684 15,924 3.40 43.75 0.53 1.18 0.62 2.22 0.15 25.12 103 22.4 271.5 413.3 216.2 779.0
Inferred 3,346 11,633 3.48 27.54 0.45 1.40 0.31 0.95 0.07 26.65 84 10.3 167.4 357.9 79.3 242.5

 

Notes:

 

(1)Mineral Resources have been classified in accordance with the Canadian Institute of Mining, Metallurgy and Petroleum ("CIM") Definition Standards on Mineral Resources and Mineral Reserves, whose definitions are incorporated by reference into NI 43-101.

(2)Mineral Resources are reported inclusive of Mineral Reserves. Mineral Resources are not Mineral Reserves and do not have demonstrated economic viability. All figures are rounded to reflect the relative accuracy of the estimates. Silver, gold, copper, lead, zinc, arsenic (deleterious) and iron assays were capped / cut where appropriate.

(3)The consolidated Yauricocha Mineral Resource estimate is comprised of Measured, Indicated and Inferred Resources in the Mina Central, Cuerpos Pequeños, Cuye, Mascota, Esperanza and Cachi-Cachi mining areas.

(4)Polymetallic Mineral Resources are reported at Cut-Off Values (COVs) based on 2020 actual metallurgical recoveries and 2020 smelter contracts.

(5)Metal price assumptions used for polymetallic feed considered CIBC, August 2020 long-term consensus pricing (Gold (US$1,502/oz), Silver (US$18.24/oz), Copper (US$3.05/lb), Lead (US$0.91/lb), and Zinc (US$1.06/lb).

(6)Lead Oxide Mineral Resources are reported at COVs based on 2020 actual metallurgical recoveries and 2020 smelter contracts.

(7)Metal price assumptions used for lead oxide feed considered CIBC, August 2020 long-term consensus pricing (Gold (US$1,502/oz), Silver (US$18.24/oz) and Lead (US$0.91/lb).

(8)The mining costs are based on 2020 actual costs and are variable by mining method.

(9)The unit value COVs are variable by mining area and proposed mining method. The marginal COV ranges from US$25 to US$36.

 

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Table 14-12: Individual Mineral Resource Statements for Yauricocha Mine Areas as of June 30, 2020 – SRK Consulting (Canada), Inc.(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)

 

Mina Central (MINAC) - Polymetallic COV 27   Grades Value Contained Metal
Category Tonnes
(K t)
Density
(kg/m3)
Ag
(g/t)
Au
(g/t)
Cu
(%)
Pb
(%)
Zn
(%)
As
(%)
Fe
(%)
NSR
(USD/t)
Ag
(K oz)
Au
(K oz)
Cu
(K lb)
Pb
(K lb)
Zn
(K lb)
As
(K t)
Fe
(K t)
Measured 1,278 3.46 23.31 0.54 0.77 0.12 2.14 0.16 25.40 74 957.6 22.06 21,829.7 3,480.9 60,383.2 1.991 324.6
Indicated 4,021 3.51 20.78 0.53 1.16 0.06 1.36 0.11 27.16 76 2,686.0 68.04 102,956.4 5,743.0 120,681.6 4.349 1,092.2
Measured + Indicated 5,299 3.50 21.39 0.53 1.07 0.08 1.55 0.12 26.74 75 3,643.6 90.10 124,786.1 9,223.9 181,064.8 6.340 1,416.8
Inferred 7,249 3.47 20.42 0.45 1.44 0.15 0.64 0.06 26.56 77 4,760.1 104.03 230,773.7 24,458.1 102,053.2 4.153 1,925.4
Includes all Catas and Antacaca
Mina Central (MINAC) - Polymetallic COV 27   Grades Value Contained Metal
Category Tonnes
(K t)
Density
(kg/m3)
Ag
(g/t)
Au
(g/t)
Cu
(%)
Pb
(%)
Zn
(%)
As
(%)
Fe
(%)
NSR
(USD/t)
Ag
(K oz)
Au
(K oz)
Cu
(K lb)
Pb
(K lb)
Zn
(K lb)
As
(K t)
Fe
(K t)
Measured 689 3.27 35.31 0.53 0.58 0.59 2.04 0.12 18.92 75 782.2 11.72 8,750.4 8,915.0 31,000.5 0.846 130.4
Indicated 1,145 3.30 24.45 0.39 0.82 0.09 0.73 0.10 21.73 54 899.9 14.47 20,733.6 2,177.1 18,315.3 1.092 248.8
Measured + Indicated 1,834 3.29 28.53 0.44 0.73 0.27 1.22 0.11 20.67 62 1,682.1 26.19 29,483.9 11,092.1 49,315.8 1.938 379.2
Inferred 2,137 3.50 17.79 0.36 1.38 0.12 0.48 0.04 27.61 70 1,222.5 24.51 64,918.1 5,640.5 22,428.0 0.911 590.1
Includes all Rosaura and Antacaca Sur
Mina Central (ASO) – Pb / Ag Oxide COV 27   Grades Value Contained Metal
Category Tonnes (K t) Density (kg/m3) Ag (g/t) Au (g/t) Cu (%) Pb (%) Zn (%) As (%) Fe (%) NSR (USD/t) Ag (K oz) Au (K oz) Cu (K lb) Pb (K lb) Zn (K lb) As (K t) Fe (K t)
Measured 242 3.10 127.60 1.26 0.23 1.56 0.54 0.30 28.98 67 992.8 9.83 1,239.0 8,298.4 2,865.6 0.717 70.1
Indicated 217 3.14 79.68 1.06 0.36 0.96 0.76 0.27 30.44 47 555.9 7.41 1,713.0 4,572.6 3,641.6 0.579 66.1
Measured + Indicated 459 3.12 104.95 1.17 0.29 1.27 0.64 0.28 29.67 57 1,548.7 17.24 2,952.0 12,871.0 6,507.2 1.297 136.2
Inferred 32 3.20 126.26 1.59 0.27 0.63 0.65 0.25 29.45 63 129.9 1.63 191.1 443.8 460.1 0.080 9.4
Includes all Antacaca Sur Oxidos
Cuerpos Pequeños (CSM, CSMI and CSMII) - Polymetallic COV 36   Grades Value Contained Metal
Category Tonnes
(K t)
Density
(kg/m3)
Ag
(g/t)
Au
(g/t)
Cu
(%)
Pb
(%)
Zn
(%)
As
(%)
Fe
(%)
NSR
(USD/t)
Ag
(K oz)
Au
(K oz)
Cu
(K lb)
Pb
(K lb)
Zn
(K lb)
As
(K t)
Fe
(K t)
Measured 48 3.20 177.94 0.11 0.12 6.37 8.77 0.12 5.42 291 274.6 0.18 130.3 6,745.9 9,279.0 0.058 2.6
Indicated 122 3.13 156.95 0.12 0.14 5.01 8.69 0.10 6.36 262 615.6 0.46 389.8 13,466.9 23,365.9 0.127 7.8
Measured + Indicated 170 3.15 162.87 0.12 0.14 5.39 8.71 0.11 6.10 270 890.2 0.64 520.1 20,212.8 32,644.9 0.185 10.4
Inferred 66 3.14 181.72 0.12 0.11 6.48 8.52 0.08 5.14 289 385.6 0.26 158.7 9,434.9 12,395.5 0.050 3.4
Includes all Contacto Sur Medio: TJ6060, TJ8167 (I) and TJ1590 (II)

 

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Cuerpos Pequeños (GAL) - Polymetallic COV 36   Grades Value Contained Metal
Category Tonnes
(K t)
Density
(kg/m3)
Ag
(g/t)
Au
(g/t)
Cu
(%)
Pb
(%)
Zn
(%)
As
(%)
Fe
(%)
NSR
(USD/t)
Ag
(K oz)
Au
(K oz)
Cu
(K lb)
Pb
(K lb)
Zn
(K lb)
As
(K t)
Fe
(K t)
Measured 9 3.37 69.12 0.26 1.67 1.20 6.10 0.36 19.24 197 20.0 0.07 330.9 238.5 1,209.9 0.033 1.7
Indicated 5 3.24 27.37 0.12 0.07 2.56 9.40 0.09 10.58 192 4.40 0.02 7.7 282.4 1,035.7 0.005 0.5
Measured + Indicated 14 3.32 54.21 0.21 1.10 1.69 7.28 0.27 16.15 195 24.4 0.09 338.6 521 2,245.6 0.037 2.3
Inferred 34 3.13 31.56 0.11 0.09 3.21 9.83 0.07 7.78 211 34.5 0.12 64.6 2,409.4 7,367.4 0.024 2.6
Includes all Gallito
Cuerpos Pequeños (COR) - Polymetallic COV 36   Grades Value Contained Metal
Category Tonnes
(K t)
Density
(kg/m3)
Ag
(g/t)
Au
(g/t)
Cu
(%)
Pb
(%)
Zn
(%)
As
(%)
Fe
(%)
NSR
(USD/t)
Ag
(K oz)
Au
(K oz)
Cu
(K lb)
Pb
(K lb)
Zn
(K lb)
As
(K t)
Fe
(K t)
Measured 70 3.50 55.59 0.12 0.38 0.59 8.02 0.18 24.86 161 125.1 0.27 593 904.3 12,377.8 0.126 17.4
Indicated 139 3.48 46.12 0.12 0.30 0.46 8.01 0.17 24.83 153 206.1 0.52 926.2 1,414.7 24,559.9 0.234 34.5
Measured + Indicated 209 3.48 49.29 0.12 0.33 0.50 8.02 0.17 24.84 156 331.2 0.79 1,519.2 2,319.0 36,937.7 0.360 51.9
Inferred 79 3.29 65.40 0.18 0.16 1.59 6.24 0.06 19.77 145 166.1 0.46 286.8 2,767.0 10,862.4 0.044 15.6
Includes all Oriental
Cuerpos Pequeños (COC) - Polymetallic COV 36   Grades Value Contained Metal
Category Tonnes
(K t)
Density
(kg/m3)
Ag
(g/t)
Au
(g/t)
Cu
(%)
Pb
(%)
Zn
(%)
As
(%)
Fe
(%)
NSR
(USD/t)
Ag
(K oz)
Au
(K oz)
Cu
(K lb)
Pb
(K lb)
Zn
(K lb)
As
(K t)
Fe
(K t)
Measured 33 3.00 53.91 0.30 0.17 0.75 5.65 0.05 12.24 121 57.2 0.32 127.0 547.8 4,114.0 0.018 4.0
Indicated 62 3.10 47.16 0.28 0.15 0.62 5.86 0.05 11.01 119 94.0 0.56 209.9 851.2 8,009.2 0.032 6.8
Measured + Indicated 95 3.06 49.50 0.29 0.16 0.67 5.79 0.05 11.44 120 151.2 0.87 336.9 1,399.1 12,123.2 0.049 10.9
Inferred 2 2.85 24.88 0.12 0.09 0.07 3.08 0.02 6.77 59 1.6 0.01 4.0 2.9 135.6 0.000 0.1
Includes all Occidental
Cuye (CUYE) - Polymetallic COV 25   Grades Value Contained Metal
Category Tonnes
(K t)
Density
(kg/m3)
Ag
(g/t)
Au
(g/t)
Cu
(%)
Pb
(%)
Zn
(%)
As
(%)
Fe
(%)
NSR
(USD/t)
Ag
(K oz)
Au
(K oz)
Cu
(K lb)
Pb
(K lb)
Zn
(K lb)
As
(K t)
Fe
(K t)
Measured 0 - - - - - - - - - 0 0 0 0 0 0 0
Indicated 2,197 3.60 19.72 0.54 1.35 0.10 1.13 0.12 28.44 80 1,392.7 38.17 65,182.9 4,886.3 54,908.0 2.597 624.8
Measured + Indicated 2,197 3.60 19.72 0.54 1.35 0.10 1.13 0.12 28.44 80 1,392.7 38.17 65,182.9 4,886.3 54,908.0 2.597 624.8
Inferred 1,273 3.65 32.44 0.52 1.65 0.09 0.34 0.13 30.68 83 1,327.7 21.15 46,366.2 2,386.9 9,582.6 1.595 390.6
Includes all Cuye

 

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Mascota (MAPE, MAPN, MAPS, MAS and MOX) – Polymetallic and Cu / Pb / Ag Oxides COV 25 + 36 (10)   Grades Value Contained Metal
Category Tonnes
(K t)
Density
(kg/m3)
Ag
(g/t)
Au
(g/t)
Cu
(%)
Pb
(%)
Zn
(%)
As
(%)
Fe
(%)
NSR
(USD/t)
Ag
(K oz)
Au
(K oz)
Cu
(K lb)
Pb
(K lb)
Zn
(K lb)
As
(K t)
Fe
(K t)
Measured 154 3.14 139.52 0.96 0.95 4.04 4.91 0.16 16.31 172 690.8 4.77 3,213.9 13,720.2 16,660.8 0.253 25.1
Indicated 545 3.24 122.34 0.64 0.97 2.79 6.05 0.13 17.40 184 2,143.7 11.15 11,698.4 33,572.0 72,735.5 0.710 94.8
Measured + Indicated 699 3.22 126.13 0.71 0.97 3.07 5.80 0.14 17.16 181 2,834.5 15.92 14,912.3 47,292.2 89,396.2 0.962 119.9
Inferred 278 3.43 142.42 1.04 0.55 2.39 5.54 0.09 23.41 185 1,272.9 9.28 3,377.7 14,619.1 33,940.6 0.253 65.1
Includes all Mascota Oxidos Cu Pb-Ag, Mascota Polymetallic North, Mascota Polymetallic East, Mascota Polymetallic (South) East, Mascota Polymetallic South and Mascota Sur Oxidos Cu
Esperanza (ESP, ESPD, ESPN and ESPBX) - Polymetallic COV 25 + 27 (10)   Grades Value Contained Metal
Category Tonnes
(K t)
Density
(kg/m3)
Ag
(g/t)
Au
(g/t)
Cu
(%)
Pb
(%)
Zn
(%)
As
(%)
Fe
(%)
NSR
(USD/t)
Ag
(K oz)
Au
(K oz)
Cu
(K lb)
Pb
(K lb)
Zn
(K lb)
As
(K t)
Fe
(K t)
Measured 1,998 3.37 66.35 0.59 1.88 0.84 2.33 0.23 28.76 144 4,261.9 38.11 82,743.8 36,943.0 102,467.0 4.499 574.6
Indicated 2,226 3.27 61.28 0.46 1.73 1.03 2.87 0.22 25.52 147 4,385.8 32.80 84,711.0 50,706.7 140,700.8 4.799 568.0
Measured + Indicated 4,224 3.32 63.68 0.52 1.80 0.94 2.61 0.22 27.05 146 8,647.7 70.90 167,454.8 87,649.7 243,167.8 9.298 1,142.70
Inferred 360 3.24 70.12 0.34 1.43 1.70 4.11 0.27 22.50 167 811.6 3.96 11,310.6 13,524.2 32,596.0 0.973 81
Includes all Esperanza, Esperanza Norte, Esperanza Distal, Esperanza Breccia 3
Cachi-Cachi (ANG) - Polymetallic COV 27   Grades Value Contained Metal
Category Tonnes
(K t)
Density
(kg/m3)
Ag
(g/t)
Au
(g/t)
Cu
(%)
Pb
(%)
Zn
(%)
As
(%)
Fe
(%)
NSR
(USD/t)
Ag
(K oz)
Au
(K oz)
Cu
(K lb)
Pb
(K lb)
Zn
(K lb)
As
(K t)
Fe
(K t)
Measured 41 3.42 10.01 0.30 0.58 0.16 2.19 0.08 24.26 63 13.2 0.39 527.3 148.6 1,981.3 0.032 9.9
Indicated 25 3.13 30.36 0.51 0.64 0.50 2.18 0.10 23.30 77 24.4 0.41 354.3 274.0 1,204.2 0.025 5.8
Measured + Indicated 66 3.30 17.72 0.38 0.61 0.29 2.19 0.09 23.90 68 37.6 0.80 881.6 422.6 3,185.5 0.057 15.8
Inferred 0 - - - - - - - - - 0 0 0 0 0 0 0
Includes all Angelita
Cachi-Cachi (CAR) - Polymetallic COV 36   Grades Value Contained Metal
Category Tonnes
(K t)
Density
(kg/m3)
Ag
(g/t)
Au
(g/t)
Cu
(%)
Pb
(%)
Zn
(%)
As
(%)
Fe
(%)
NSR
(USD/t)
Ag
(K oz)
Au
(K oz)
Cu
(K lb)
Pb
(K lb)
Zn
(K lb)
As
(K t)
Fe
(K t)
Measured 31 3.44 68.63 0.99 0.21 0.89 4.15 0.12 21.57 109.74 68.4 0.99 142.4 609.6 2,837.1 0.037 6.7
Indicated 5 3.32 49.14 0.79 0.13 1.01 4.02 0.14 16.32 100 7.9 0.13 14.8 111.3 443.3 0.007 0.8
Measured + Indicated 36 3.43 65.92 0.96 0.20 0.91 4.13 0.12 20.84 108 76.3 1.11 157.2 720.9 3,280.5 0.044 7.5
Inferred 4 3.18 73.09 1.66 0.06 2.48 5.70 0.22 8.27 157 9.4 0.21 5.1 218.9 502.4 0.009 0.3
Includes all Carmencita

 

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Cachi-Cachi (ELI) – Polymetallic COV 36   Grades Value Contained Metal
Category Tonnes
(K t)
Density
(kg/m3)
Ag
(g/t)
Au
(g/t)
Cu
(%)
Pb
(%)
Zn
(%)
As
(%)
Fe
(%)
NSR
(USD/t)
Ag
(K oz)
Au
(K oz)
Cu
(K lb)
Pb
(K lb)
Zn
(K lb)
As
(K t)
Fe
(K t)
Measured 35 3.18 98.11 0.41 0.36 1.47 7.21 0.15 12.49 177 110.4 0.47 276.7 1,135.4 5,560.3 0.053 4.4
Indicated 42 3.00 124.71 0.52 0.67 1.53 3.9 0.15 9.09 149 168.4 0.70 616.9 1,418.0 3,607.6 0.061 3.8
Measured + Indicated 77 3.08 112.62 0.47 0.53 1.50 5.40 0.15 10.64 161 278.8 1.17 893.5 2,553.4 9,167.9 0.114 8.2
Inferred 14 2.80 77.54 0.25 0.54 0.84 1.68 0.06 6.06 84 34.9 0.11 165.8 260.1 518.7 0.009 0.8
Includes all Elissa
Cachi-Cachi (ESC) - Polymetallic COV 36   Grades Value Contained Metal
Category Tonnes
(K t)
Density
(kg/m3)
Ag
(g/t)
Au
(g/t)
Cu
(%)
Pb
(%)
Zn
(%)
As
(%)
Fe
(%)
NSR
(USD/t)
Ag
(K oz)
Au
(K oz)
Cu
(K lb)
Pb
(K lb)
Zn
(K lb)
As
(K t)
Fe
(K t)
Measured 20 3.33 47.59 0.30 0.14 2.17 5.77 0.09 23.09 141 30.6 0.19 61.5 955.7 2,542.8 0.018 4.6
Indicated 46 3.29 30.09 0.26 0.07 1.33 4.50 0.12 18.50 101 44.5 0.39 67.9 1,353.4 4,561.6 0.057 8.5
Measured + Indicated 66 3.30 35.39 0.27 0.09 1.59 4.88 0.11 19.89 113 75.1 0.58 129.4 2,309.1 7,104.4 0.074 13.1
Inferred 37 3.08 30.77 0.28 0.07 1.06 4.05 0.14 15.15 91 36.6 0.33 56.9 863.8 3,307.4 0.051 5.6
Includes all Escondida
Cachi-Cachi (KAR) - Polymetallic COV 36   Grades Value Contained Metal
Category Tonnes
(K t)
Density
(kg/m3)
Ag
(g/t)
Au
(g/t)
Cu
(%)
Pb
(%)
Zn
(%)
As
(%)
Fe
(%)
NSR
(USD/t)
Ag
(K oz)
Au
(K oz)
Cu
(K lb)
Pb
(K lb)
Zn
(K lb)
As
(K t)
Fe
(K t)
Measured 133 3.91 47.22 0.53 0.69 0.39 3.09 0.11 32.64 96 201.9 2.29 2,029.6 1,151.0 9,061.9 0.144 43.4
Indicated 52 3.71 30.27 0.42 0.69 0.32 3.23 0.10 29.91 91 50.6 0.70 788.2 364.4 3,707.5 0.053 15.6
Measured + Indicated 185 3.85 42.45 0.50 0.69 0.37 3.13 0.11 31.88 95 252.5 2.99 2,817.7 1,515.5 12,769.4 0.197 59.0
Inferred 1 3.94 12.44 0.44 0.56 0.11 0.99 0.10 27.69 45 0.4 0.01 12.3 2.4 21.8 0.001 0.3
Includes all Karlita
Cachi-Cachi (PVT) - Polymetallic COV 36   Grades Value Contained Metal
Category Tonnes
(K t)
Density
(kg/m3)
Ag
(g/t)
Au
(g/t)
Cu
(%)
Pb
(%)
Zn
(%)
As
(%)
Fe
(%)
NSR
(USD/t)
Ag
(K oz)
Au
(K oz)
Cu
(K lb)
Pb
(K lb)
Zn
(K lb)
As
(K t)
Fe
(K t)
Measured 83 3.32 39.98 0.45 0.06 1.94 5.71 0.08 22.12 132 106.7 1.2 113.5 3,558.0 10,447.5 0.070 18.4
Indicated 113 3.32 46.60 0.34 0.10 1.35 3.91 0.08 21.11 99 169.3 1.22 252.9 3,354.5 9,749.9 0.089 23.9
Measured + Indicated 196 3.32 43.80 0.38 0.08 1.60 4.67 0.08 21.54 113 276.0 2.42 366.4 6,912.6 20,197.4 0.160 42.2
Inferred 36 3.00 32.92 0.37 0.10 0.58 1.85 0.09 17.80 52 38.1 0.42 78.9 461.2 1,470.3 0.034 6.4
Includes all Privatizadora

 

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Cachi-Cachi (VAN) - Polymetallic COV 36   Grades Value Contained Metal
Category Tonnes Density Ag Au Cu Pb Zn As Fe NSR Ag Au Cu Pb Zn As Fe
(K t) (kg/m3) (g/t) (g/t) (%) (%) (%) (%) (%) (USD/t) (K oz) (K oz) (K lb) (K lb) (K lb) (K t) (K t)
Measured 14 3.50 67.98 0.49 0.11 3.00 11.88 0.09 12.91 252 30.6 0.22 34.0 924.4 3,665.4 0.012 1.8
Indicated 29 3.22 45.90 0.55 0.66 0.99 5.84 0.07 21.41 145 42.8 0.52 421.7 633.8 3,734.2 0.021 6.2
Measured + Indicated 43 3.31 53.09 0.53 0.48 1.64 7.81 0.08 18.64 180 73.4 0.74 455.7 1,558.2 7,399.6 0.033 8.0
Inferred 10 3.33 55.99 0.74 0.30 1.49 10.12 0.08 19.17 207 18.0 0.24 66.6 328 2,231.7 0.008 1.9
Includes all Vanessa
Cachi-Cachi (YOS) - Polymetallic COV 36   Grades Value Contained Metal
Category Tonnes Density Ag Au Cu Pb Zn As Fe NSR Ag Au Cu Pb Zn As Fe
(K t) (kg/m3) (g/t) (g/t) (%) (%) (%) (%) (%) (USD/t) (K oz) (K oz) (K lb) (K lb) (K lb) (K t) (K t)
Measured 26 3.25 121.3 0.53 0.11 2.02 6.44 0.31 19.36 172 101.4 0.45 61.5 1,158.5 3,688.8 0.080 5.0
Indicated 29 3.22 108.11 0.37 0.12 2.44 6.09 0.23 19.01 169 100.8 0.35 74.3 1,561.8 3,894.7 0.066 5.5
Measured + Indicated 55 3.24 114.35 0.45 0.11 2.24 6.25 0.27 19.17 170 202.2 0.79 135.8 2,720.3 7,583.5 0.147 10.5
Inferred 21 3.50 100.12 0.97 0.21 3.10 5.71 0.20 15.16 177 67.6 0.65 96.6 1,433.0 2,642.5 0.043 3.2
Includes all Yoselim

 

Source: SRK, 2020

 

Notes:

 

(1)Mineral Resources have been classified in accordance with the Canadian Institute of Mining, Metallurgy and Petroleum ("CIM") Definition Standards on Mineral Resources and Mineral Reserves, whose definitions are incorporated by reference into NI 43-101.
(2)Mineral Resources are reported inclusive of Mineral Reserves. Mineral Resources are not Mineral Reserves and do not have demonstrated economic viability. All figures are rounded to reflect the relative accuracy of the estimates. Silver, gold, copper, lead, zinc, arsenic (deleterious) and iron assays were capped / cut where appropriate.
(3)The consolidated Yauricocha Resource Estimate is comprised of Measured, Indicated and Inferred Resources in the Mina Central, Cuerpos Pequeños, Cuye, Mascota, Esperanza and Cachi-Cachi mining areas.
(4)Polymetallic Mineral Resources are reported at Cut-Off Values (COVs) based on 2020 actual metallurgical recoveries and 2020 smelter contracts.
(5)Metal price assumptions used for polymetallic feed considered CIBC, August 2020 long term consensus pricing (Gold (US$1,502/oz), Silver (US$18.24/oz), Copper (US$3.05/lb), Lead (US$0.91/lb), and Zinc (US$1.06/lb).
(6)Lead Oxide Mineral Resources are reported at COVs based on 2020 actual metallurgical recoveries and 2020 smelter contracts.
(7)Metal price assumptions used for lead oxide feed considered CIBC, August 2020 long term consensus pricing (Gold (US$1,502/oz), Silver (US$18.24/oz) and Lead (US$0.91/lb).
(8)The mining costs are based on 2020 actual costs and are variable by mining method.
(9)The unit value COVs are variable by mining area and proposed mining method. The marginal COV ranges from US$25 to US$36.
(10)Two or more mining methods employed, hence multiple cut-off applied to the respective regions.

 

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14.12Mineral Resource Sensitivity

 

To demonstrate the sensitivity of the Mineral Resource estimations to factors such as changes in commodity prices or mining / processing costs, SRK has produced value vs. tonnage charts at various unit value cut-offs for each mining area, for all Measured and Indicated (M&I) Resources (Figure 14-23 through Figure 14-28). Figure 14-29 shows the total Mineral Resources for the Yauricocha Mine. This shows that the majority of the Mineral Resources defined in Mina Central, Esperanza, Mascota, Cuye, Cuerpos Pequeños and Cachi-Cachi have some sensitivity to the unit value cut-off (varying in degree between mineralized bodies), and that this should be considered in the context of the impact of changing cost assumptions with respect to the contained Mineral Resources.

 

 

 

Source: SRK, 2020

 

Figure 14-23: Mina Central Value vs. Tonnage Chart for M&I Resource Categories

 

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Source: SRK, 2020

 

Figure 14-24: Esperanza Value vs. Tonnage Chart for M&I Resource Categories

 

 

 

Source: SRK, 2020

 

Figure 14-25: Cuye Value vs. Tonnage Chart for M&I Resource Categories

 

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Source: SRK, 2020

 

Figure 14-26: Mascota Value vs. Tonnage Chart for M&I Resource Categories

 

 

 

Source: SRK, 2020

 

Figure 14-27: Cachi-Cachi Value vs. Tonnage Chart for M&I Resource Categories

 

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Source: SRK, 2020

 

Figure 14-28: Cuerpos Pequeños Value vs. Tonnage Chart for M&I Resource Categories

 

 

Source: SRK, 2020

 

Figure 14-29: Yauricocha Value vs. Tonnage Chart for all Resource Categories

 

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14.13Relevant Factors

 

There are no other relevant factors that SRK is aware of that would affect the Mineral Resource estimates.

 

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15Mineral Reserve Estimates

 

A Mineral Reserve is the economically mineable part of a Measured and/or Indicated Resource. It includes diluting material and allowances for losses, which may occur when the material is mined or extracted and is defined by studies at Prefeasibility or Feasibility level as appropriate that include the application of Modifying Factors.

 

A Mineral Reserve has not been estimated for the Project as part of this PEA.

 

The PEA includes Inferred Mineral Resources that are considered too speculative geologically to have the economic considerations applied to them that would enable them to be categorized as Mineral Reserves.

 

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16Mining Methods

 

The conceptual mine plans considered in this PEA includes Inferred Mineral Resources that are considered too speculative geologically to have economic considerations applied to them that would enable them to be categorized as Mineral Reserves, and there is no certainty that the results of the PEA will be realized.

 

16.1Introduction

 

Sub-level caving (SLC) and overhand cut and fill (OCF) mining methods are currently used in the main areas of the mine to achieve production. The mining method used varies depending on geotechnical constraints, mineralization trends, dimensions, and mine production targets.

 

Using the most recent Mineral Resource estimate, Sierra Metals analysed how the Yauricocha Mine could achieve higher, sustainable production rates. The analysis determined that higher production rates are achievable through expansion of the use of the SLC mining method in the new production areas. Additionally, a new configuration of the SLC mining method will allow for a greater recovery of mining resources and increased productivity.

 

The mine is grouped into six primary mining areas on geographic location:

 

1.Mina Central;

 

2.Esperanza;

 

3.Mascota;

 

4.Cuye;

 

5.Cachi-Cachi; and

 

6.Cuerpos Pequeños.

 

The mining areas are shown in plan view in Figure 16-1.

 

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Source: Sierra Metals, Redco, 2020

 

Figure 16-1: Yauricocha Mine Showing Mining Areas (Plan View)

 

16.2Mine Access and Materials Handling

 

Access to the mine is through the Mascota shaft, Central shaft, or Klepetko tunnel at 720 level. Ramps connect levels and sub-levels in the primary mining areas as shown in Figure 16-2. Previously mined out areas are shown in pink, existing development openings are black, and designed development is shown in blue. The life of mine (LOM) planning blocks are shown for reference and are coloured by production year.

 

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Source: Sierra Metals, 2020

 

Figure 16-2: Yauricocha Long Section Showing Mining Areas and Mineralized Zones (Looking Northeast)

 

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Main levels are 50 m apart, increasing to 100 m below the 1070 level. Mineralized material and waste generated in Mina Central is handled through a series of level passes into rail cars and then dumped into loading pockets in the Mascota shaft to be hoisted to the 720 main haulage level. A winze at Cachi-Cachi hoists production from lower levels in that area to the 720 main haulage level.

 

For mining at depths between 1170 level to 1370 levels, the Yauricocha shaft is under construction and expected to be commissioned in 2021. Mineralized material is transported by rail to the mill through the Klepetko and Yauricocha tunnels. The Yauricocha tunnel was recently built, and this new infrastructure provides additional haulage capacity to the mill.

 

16.3Current Mining Methods

 

The mining method applied to the various mineralized zones at Yauricocha is generally chosen based on the mineralization style. Mineralization at Yauricocha encompasses two main styles, differentiated by scale, continuity, and development style.

 

1.Cuerpos masivos (larges bodies) are bodies formed along major structures of significant vertical extent (several hundreds of meters), consistent geometry, and significant strike length, and are mined by bulk mining methods (SLC).

 

2.Cuerpos chicos (small bodies) are smaller mineralized bodies of high grades and are often less continuous and less regular in form than the Cuerpos masivos. They are typically mined by OCF or similar high-selectivity mining methods. Cuerpos chicos in the Cachi-Cachi area are referred to by the area designation “Cachi-Cachi” and Cuerpos chicos occurring in the vicinity of Mina Central are collectively referred to as “Cuerpos Pequeños”.

 

Two main mining methods are used, namely:

 

1.Mechanized SLC for Cuerpos masivos, and

 

2.Mechanized OCF for Cuerpos chicos.

 

Table 16-1 shows the mining method used by mineralization area and zone and Figure 16-3 shows an isometric view of the mining areas and mineralized zones.

 

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Source: Sierra Metals, 2020

 

Figure 16-3: Yauricocha Isometric Showing Mining Areas and Mineralized Zones

 

Table 16-1: Mining Method by Mineralization Area and Zone

 

Area Zone Mining Method Mining Method Description
Mina Central Catas SLCM2 Mechanized Sub Level Caving – Some Water Present
Antacaca SLCM2 Mechanized Sub Level Caving – Some Water Present
Rosaura SLCM3 Mechanized Sub Level Caving – Water Present
Antacaca Sur SLCM3 Mechanized Sub Level Caving – Water Present
Esperanza Esperanza SLCM1 Mechanized Sub Level Caving – No Water Present
Norte SLCM2 Mechanized Sub Level Caving – Some Water Present
Distal SLCM1 Mechanized Sub Level Caving – No Water Present
Mascota Oxide Ag-Pb SLCM1 Mechanized Sub Level Caving – No Water Present
Polymetallic (All) CRAM Mechanized Overhand Cut and Fill
Cuye All SLCM1 Mechanized Sub Level Caving – No Water Present
Cachi – Cachi Angelita SLCM2 Mechanized Sub Level Caving – Some Water Present
Karlita CRAM Mechanized Overhand Cut and Fill
Elissa CRAM Mechanized Overhand Cut and Fill
Celia SLCM2 Mechanized Sub Level Caving – Some Water Present
Escondida CRAM Mechanized Overhand Cut and Fill
Privatizadora CRAM Mechanized Overhand Cut and Fill
Vanessa CRAM Mechanized Overhand Cut and Fill
Yoselim CRAM Mechanized Overhand Cut and Fill
Carmencita CRAM Mechanized Overhand Cut and Fill
Cuerpos Pequeños Gallito CRAM Mechanized Overhand Cut and Fill
Oriental CRAM Mechanized Overhand Cut and Fill
Occidental CRAM Mechanized Overhand Cut and Fill
Contacto Sur Medio (TJ 6060) CRAM Mechanized Overhand Cut and Fill
Contacto Sur Medio I (TJ 8167) CRAM Mechanized Overhand Cut and Fill
Contacto Sur Medio II (TJ 1590) CRAM Mechanized Overhand Cut and Fill

Source: Redco, 2020

 

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16.4Mining Method

 

16.4.1Sub-level Caving (SLC)

 

SLC is comprised of three sub-levels that are established for each 50 m level resulting in a planned 16.7 m between sub-levels labeled as pisos (floors). Material is caved from the sub-levels and recovered in a drawpoint. Drawpoints from the footwall into the mineralized material are typically 3.5 m wide x 3.5 m high and are spaced 8.0 m apart. Steel sets, shotcrete and bolting are used as ground support in the drawpoints and the length of each drawpoint varies with the thickness of the mineralized zones.

 

As the drawpoint is developed, samples of mineralized material are collected for grade control analysis from the left and right ribs. Upholes are drilled in stopes to initiate caving. Effective draw control is important to successful extraction for this mining method. Figure 16-4 shows a typical SLC layout, 870 Level - Piso 12 in Antacaca Sur. Figure 16-5 shows an isometric view of drawpoint as-builts in Mina Central illustrating the typical drawpoint layout and offset.

 

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Source: Sierra Metals, 2020

 

Figure 16-4: Typical Sub-level Cave Layout, 870 Level - Piso 12 in Antacaca Sur (Plan View)

 

Source: Sierra Metals, 2020

 

Figure 16-5: Isometric View of Drawpoints in Mina Central (Looking West)

 

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16.4.2Overhand Cut and Fill (OCF)

  

OCF mining is employed in the smaller mineralized zones. Typically, the cuts are mined 2.0 m wide x 3.0 m high in an overhand (ascending) technique where the lower levels are filled as mining progresses to the next sub-level above. Sill pillars are left between levels as mining comes up underneath the previously mined level. Based on geotechnical constraints the sill pillars are typically a minimum of 3.0 m in thickness. The long section of the mineralized zone is shown in Figure 16-6 to show the method of OCF.

 

Source: Sierra Metals, 2020

 

Figure 16-6: Schematic Showing Overhand Cut and Fill Mining (Long Section)

 

16.5Mining Method Parameters

 

SLC is the primary mining method at Yauricocha representing 84% of the production. This method is in use Mina Central, Esperanza, Mascota, and Cuye. SLC and OCF are used for Cachi-Cachi, and only OCF is used for Cuerpos Pequeños.

 

Currently, the mine uses horizontal distances of 8 m between the production windows, which translates into having effective pillars of 5 m.

 

Following previous studies by REDCO (PEA Analysis Yauricocha Mine 2018) and based on the Laubscher abacus (Figure 16-7), it was decided that in order to increase the production rate, the recommended horizontal distance between the production windows should be 10 m and the vertical distance between levels should be 25 m (Figure 16-8). These values were based on a design trade-off study considering dilution, recovery and an economic analysis using gravitational flow modelling.

 

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Source: Redco, 2020

 

Figure 16-7: Laubscher Estimating for Drawpoints Design

 

Source: Redco, 2020

 

Figure 16-8: Final Stope Design for Yauricocha

 

Sub-Level Caving (SLC)

 

Principal levels, each 50 m apart, are divided in two sub-levels of 25 m. The rock support of the drawpoint can be a mix of ribs, shotcrete and/or bolts. The length of each drawpoint varies with the width of the mined body.

 

Design parameters for SLC and OCF are shown in Table 16-2 and Table 16-3 respectively.

 

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Table 16-2: Parameters for SLC

 

Parameter Value (m)
Level spacing 25.0 m
Drawpoint spacing 10.0 m
Labor width 3.5 m

Source: Sierra Metals, Redco, 2020

 

Table 16-3: Parameters for Mechanized OCF

 

Parameter Value (m)
Cut width 2.0 m – 5.0 m
Cut high 3.0 m
Cut length 100 m – 120 m

Source: Sierra Metals, Redco, 2020

 

16.6Parameters Relevant to Mine Designs

 

16.6.1Geotechnical Data

 

This section presents details of the geotechnical data from previous studies, and additional data collected since, for this PEA study.

 

Field Investigations

 

Previous geotechnical field investigations focused primarily on the Antacaca Sur deposit (high mud-rush-risk area) and then extended to Antacaca, Catas, Rosaura and Mascota mining areas. As of 2015, the geotechnical investigations comprised 500 m of core logging and 6 km of mapping of the underground workings. In 2020, over 2,000 minor structures and discontinuities were mapped.

 

The geotechnical core logging was conducted to help delineate structural domains. SRK logged in accordance with the rock mass rating classification systems developed by Bieniawski (1976 and 1989). These classification systems are widely-used empirical methods for classifying the rock mass quality and internationally accepted practice. Data were collected on the following rock mass characteristics:

 

·lithology;

 

·faulting and shearing;

 

·orientation of structure for delineating joint sets;

 

·estimating intact rock strength;

 

·Rock Quality Designation (RQD);

 

·orientation of structure for delineating joint sets;

 

·number of discontinuities (joints);

 

·average fracture frequency; and

 

·joint spacing.

 

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Data were also collected on the following discontinuity characteristics:

 

·openness/aperture;

 

·planarity;

 

·roughness;

 

·infilling/coating; and

 

·evidence of groundwater staining.

 

In the rock mass rating system, several of these characteristics have rating values which when summed together give a rock mass rating out of 100 points and an indication of the rock mass quality.

 

Summary rock mass rating results from the 6 km of underground mapping are presented in Table 16-4.

 

For the units encountered in the 6 km of workings mapped, Table 16-4 shows the statistics of the RMRB89 data and Table 16-5 shows the statistics of the Geological Strength Index (GSI) data.

 

Table 16-4: Summary Statistics of RMRB(89) from the Tunnel Mapping

 

RMRB(89)

Crystallized

Limestone

Marble

Limestone

Grey

Limestone

Skarn

Limestone

Granodiorite

Monzonitic

Intrusive

Mean 60 59 60 59 56 63
Standard Error 0.3 0.6 1 0.5 2.2 0.9
Standard Deviation 10 10 10 10 10 10
Sample Variance 2.9 11 10.9 1.2 24.8 8.3
Minimum 56 51 56 58 48 60
Maximum 62 64 64 60 62 67

Source: Sierra Metals, Redco, 2020

 

Table 16-5: Summary Statistics of Geological Strength Index (GSI) from the Tunnel Mapping

 

GSI

Crystallized

Limestone

Marble

Limestone

Grey

Limestone

Skarn

Limestone

Granodiorite

Monzonitic

Intrusive

Mean 55 54 55 54 51 58
Standard Error 0.3 0.6 1 0.5 2.2 0.9
Median 61 59 57 58 56 63
Standard Deviation 10 10 10 10 10 10
Sample Variance 2.9 11 10.9 1.2 24.8 8.3
Minimum 51 46 51 49 45 55
Maximum 57 59 46 55 57 62

Source: Sierra Metals, Redco, 2020

 

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Although SRK was not provided with the geotechnical database for this PEA, Sierra stated that diamond cored drillholes (DDH) collared underground were geotechnically logged in accordance with RMRB(89) and GSI rock mass rating systems. Although rating systems can be converted, the correlations are sometimes variable and area specific. As such, best practice is to collect data for two different systems. SRK understands, based on discussion with Sierra, that logging for the Q’ (Barton, 1974) rock mass rating system is now also being conducted. The Q-system is most commonly used for underground applications and there are numerous industry-standard empirical design charts (e.g., ground support) established for this system.

  

For this PEA, Sierra provided SRK with project geological models for the mining areas. The databases in each model contained details on each drillhole: collars, downhole survey and lithology, but did not contain geotechnical data. Although it is unclear which drillholes had geotechnical data collected, Table 16-6 provides a summary of the DDH in the models that are dated after 2015.

 

Table 16-6: Summary of Diamond Cored Drillholes Since 2015

 

Mining Area Diamond Cored Drillholes
Number Total Meters
Cuerpos Chicos 218   12.630,00  
Esperanza 322   22.387,90  
Mascota 17   1.510,00  
Mina Central 131   13.169,40  
Mina Cachi Cachi 133   11.277,30  

Source: Sierra Metals, Redco and validated by SRK, 2020

 

Three broad geotechnical units; i) Hangingwall, ii) Footwall, and iii) Mineralized zone (Figure 16-9) were identified. Each geotechnical domain was subdivided into different geotechnical sub-domains based on rock mass quality and rock mass strength.

 

Source: Sierra Metals, Redco, 2020

 

Figure 16-9: Conceptual Geotechnical Model (Plan View)

 

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Yauricocha_Technical_Report_PEA Page 132

 

i)The hangingwall domain also has two sub-domains, i) Intrusive, and ii) Weathered Intrusive. The intrusive is fresh and characterized as good to very good quality rock. The information collected from drainage drillholes indicates that the RMRB(89) ranges between IIIB to IIB.

  

The weathered intrusive sub-domain is an altered intrusive with low rock quality and low intact rock strength. This material is located on the immediate hangingwall of the mineralized material on the contact with the Yauricocha fault. This sub-domain is characterized by cubic blocks of intrusive material with clay infilling, which significantly reduces its rock mass strength. Closer to the fault there is more clay infill between blocks. Field observations and core logging indicate that the highly weathered intrusive hangingwall extends up to about 20 m from the Yauricocha fault.

 

ii)The footwall limestone domain is massive and covers most of the underground workings. Even though geologically there are different types of limestones, the RMRB(89) and the laboratory test results suggest that various limestones have similar mechanical behavior and can be grouped into a single geotechnical unit, referred to as “fresh limestone”. The altered breccia sub-domain is located along the immediate footwall contact with the mineralized zone. This sub-domain comprises weak altered material. Field observations indicate the footwall breccia is discontinuous and with variable thickness.

 

iii)The mineralized material has been defined as a separate geotechnical domain because of its distinctly weaker characteristics. The data (i.e. field observations, core logging and laboratory tests) indicate that this unit behaves as granular material. To understand the effect of the strength parameters under different moisture levels, five remolded multi-stage undrained triaxial tests were conducted at different moisture levels (2%, 3%, 4.8%, 6%, and 8%). The test results indicate reduction in strength with increasing moisture. The mineralized material has significantly lower cohesion at higher moisture contents, but the internal friction angle is only reduced slightly.

 

Mapping and Logging

 

For the 2015 technical study, the geotechnical field investigations focused primarily on the Antacaca Sur deposit (high mud-rush-risk area) and then extended to Antacaca, Catas, Rosaura and Mascota mining areas. As of 2015, the geotechnical investigations comprised 500 m of core logging, and 6 km of mapping of the underground workings. Then in 2020, over 2,000 minor structures and discontinuities were mapped.

 

For this PEA, the main source of information for rock characterization comes from the underground characterization by DCR Ingenieros. DCR Ingenieros mapped in accordance with the rock mass rating classification systems developed by Bieniawski (1976 and 1989). These classification systems are widely-used empirical methods for classifying the rock mass quality and internationally accepted practice. Data were collected on the following rock mass characteristics:

 

·lithology;

 

·type of joint set;

 

·orientation of structure for delineating joint sets;

 

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·joint spacing;

 

·persistence;

 

·openness / aperture;

 

·roughness;

 

·infilling / coating;

 

·weathering; and

 

·evidence of groundwater staining.

 

For interpretation of structural data, the joint sets registered in geological plans developed by the Geology Department of the Yauricocha Mine and data registered by DCR Ingenieros were used. To establish the joint sets distribution, data were processed in the software DIPS. The results indicate the existence of two main systems of joint sets and three secondary systems of joint sets (Figure 16-10):

 

·System 1, azimuth EW and high dip to S;

 

·System 2, azimuth NS and high dip to E;

 

·System 3, azimuth NWW and high dip to SW;

 

·System 4, azimuth NWW and high dip to SE; and

 

·System 5, azimuth NNW and high dip to SW.

 

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Source: DCR Ingenieros, 2019

 

Figure 16-10: Stereogram of Main Joint Families

 

Faults have a spacing of 20 m and a persistence between tens and hundreds of meters generally. These faults are located generally parallel to the Yauricocha fault. In the case of faults with infilling materials like clays and oxides, the aperture is between 10 to 50 cm. These faults are the conduit for the transport of underground water. Based on historical mapping and logging historical information, SRK developed a 3D Model of 13 main faults shown in Figure 16-11.

 

Source: SRK, 2015

 

Figure 16-11: Major Fault (Isometric View)

 

The source of information to classify the rock mass was the underground mapping in different levels of the mine. Also, it considered past information obtained from the upper levels of the mine developed by the Geomechanics Department of the Yauricocha Mine.

 

Results are shown in Table 16-7 as ranges of RMR for the domains mentioned above.

 

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Table 16-7: Rock Mass Characterization for Domain

  

Domain RMR Range Rock Mass Characterization
Limestone 43 – 54 IIIB & IIIA
Mineralized Material <21 – 22 V & IVB
Intrusive 47 – 53 IIIB & IIIA

Source: Sierra Metals, Redco, 2020

 

An example ground control management level plan showing the footwall development and mining access is shown in Figure 16-12. Consistent with the conceptual rock mass model, openings in the mineralized zones are shaded pink representing poor quality rock, development openings in the fresh limestone sub-domain are shaded green representing medium quality rock, and the limestone/mineralized zone contact is an intermediate (i.e., between pink and green) rock quality zone shaded orange.

  

 

Source: Sierra Metals, 2020

 

Figure 16-12: Example Ground Control Management Level Plan

 

Laboratory

 

Between 2012 and 2019 SRK, Minera Corona and DCR Ingenieros collected rock samples for laboratory strength testing. SRK defined the laboratory specifications according to international testing standards and prepared several memorandums specifying testing requirements. The intact rock tests were conducted for intrusive and limestone domains, and the Soil mechanics test were conducted for the mineralized material due to its granular behavior.

 

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The intact rock tests were for physical properties, point load test, uniaxial compression strength, triaxial compression strength, Brazilian indirect tensile, direct shear and elastic modulus. Soil tests measured physical properties, uniaxial compression strength and triaxial compression strength.

 

The laboratory testing timeline is shown in Figure 16-13 and the specific number of tests by domain is shown in Figure 16-14 and Figure 16-15. The spatial locations of samples collected for laboratory tests are shown in Figure 16-16.

 

 

Source: Sierra Metals, Redco, 2020

 

Figure 16-13: Timeline for Laboratory Test

 

 

Source: Sierra Metals, Redco, 2020

 

Figure 16-14: Rock Mechanics Laboratory Tests (Intrusive and Limestone) Between 2012 to 2019

 

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Source: Sierra Metals, Redco, 2020

 

Figure 16-15: Soil Mechanics Laboratory Tests (Mineralized Material) Between 2012 to 2019

 

 

Source: Sierra Metals, Redco, 2020

 

Figure 16-16: Laboratory Tests Spatially Georeferenced (Northeast View)

 

Table 16-8, Table 16-9 and Table 16-10 show the Uniaxial Compressive Strength (UCS), Elastic Modulus (E), and Poisson Ratio (PR) by rock domain.

 

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Table 16-8: Summary of Uniaxial Compressive Strength (UCS) by Domain

 

Uniaxial Compressive Strength (UCS)
Domain Minimum Maximum Mean Std. Dev. Var. Coef.
Limestone 22 74 52 12 22%
Intrusive 107 193 155 34 22%

Source: Sierra Metals, Redco, 2020

 

Table 16-9: Summary of Elastic Modulus (E) by Domain

 

Elastic Module (E)
Domain Minimum Maximum Mean Std. Dev. Var. Coef.
Limestone 6 21 15 4 25%
Intrusive 20 26 22 2 11%

Source: Sierra Metals, Redco, 2020

 

Table 16-10: Summary of Poisson Ratio (PR) by Domain

 

Poisson Ratio (PR)
Domain Minimum Maximum Mean Std. Dev. Var. Coef.
Limestone 0.2 0.3 0.3 0 9%
Intrusive 0.2 0.2 0.2 0 5%

Source: Sierra Metals, Redco, 2020

 

16.6.2Rock Mass Characterization

 

Rock Mass Strength

 

For the definition of the resistance parameters that characterize the rock mass, the Generalized Hoek and Brown (2002) failure criterion has been used; for the scaling of properties (resistance envelope of the rock mass), the uniaxial compressive resistance parameters ( UCS) of the intact rock, the intact rock parameter “mi” (which is estimated from the triaxial compression laboratory tests), the GSI of the rock mass and the disturbance factor “D” (as a measure of grade of disturbance product of the blasting) have been used.

 

The UCS defined for each geomechanical domain of the Yauricocha Mine has been obtained as a result of UGC laboratory tests to estimate the UCS of the intact rock. The representative samples considered for each domain were contrasted with the predominant lithologies and the spatial location of the samples within each established geomechanical domain.

 

The parameter "mi" is related to the slope of the resistance curve of the intact rock; this curve is generated by graphing the confinement and the breaking load of the intact rock cores as results of the triaxial compression tests.

 

The GSI value describes the quality of the rock mass and this is obtained using the results of the three-dimensional model of rock mass qualities RMR described in the previous section for each domain. Since the mapping log results indicate wet conditions, the correction formula (Hoek and Brown 1997) described below is used to estimate the GSI based on the RMR.

 

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This correction is made due to the fact that the RMR calculated for the boreholes uses the criterion of Bieniaswki 89 (whose assessment of the presence of water for dry conditions is 15) and the GSI must be estimated from the RMR Bieniaswki 76 (whose weighting of water for dry conditions has a maximum score of 10).

 

The disturbance factor “D” is related to the degree of disturbance on the excavations caused by the blasting. This factor is measured by field observations; it should be noted that since it is a simplified model and considering that the rocky environment on which it is will carry out the excavations has not been disturbed, therefore, a “D” value equal to zero (0) is considered.

 

The equations that describe the Generalized Hoek and Brown 2002 failure criterion are detailed below.

 

 

Where:

 

and are the major and minor effective principal stresses.

 

is the uniaxial compressive strength of the intact rock.

 

is the reduced value of the rock constant m_i and is given by:

 

 

 

"s" and "a" are constants for the rock mass given by the following relationships:

 

 

 

To estimate the modulus of elasticity (E), the equations proposed by Hoek and Diederichs are used, in which the factor "MR" (Modulus Ratio proposed by Deere) is used to estimate the E of the intact rock to subsequently scale to rocky massif according to the following equations:

 

 

 

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The “MR” parameter is calculated using the empirical table proposed by Deere, defining value ranges according to the type of rock.

 

The Poisson's Ratio (PR) is part of the elastic constants that measures the relationship between lateral strain and axial strain, and considers a value between 0.2 and 0.3.

 

Figure 16-17 and Figure 16-18 show the envelopes of limestone and intrusive as a result of laboratory tests.

 

 

Source: Sierra Metals, Redco, 2020

 

Figure 16-17: Intact Rock Strength Envelope Hoek – Brown (Limestone)

 

 

Source: Sierra Metals, Redco, 2020

 

Figure 16-18: Intact Rock Strength Envelope Hoek – Brown (Intrusive)

 

Based on the failure envelopes for each lithology, the following parameters are defined at the intact rock level for limestone (Table 16-11) and intrusive (Table 16-12).

 

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Table 16-11: Intact Rock Strength Parameters – Limestone

 

Limestone

UCS

(MPa)

mi
Fresh Limestone 58 11
Breccia 38 11

Source: Sierra Metals, Redco, 2020

 

Table 16-12: Intact Rock Strength Parameters – Intrusive

 

Limestone

UCS

(MPa)

mi
Intrusive 164 32
Weathered Intrusive 88 32

Source: Sierra Metals, Redco, 2020

 

Mineralized Material Strength

 

Given that the mineralized material has soil-like behavior, parameters were calculated with laboratory soil tests of triaxial compression strength, uniaxial compressive strength, humidity content, the results of which are shown in the figures below.

 

Based on the moisture content tests, it is determined that the mineralized areas of Mina Central have an average moisture content of 10% while the Cachi Cachi and Mascota areas have an average natural moisture content of 18% (Figure 16-19).

 

 

Source: Sierra Metals, Redco, 2020

 

Figure 16-19: Humidity Content Test

 

A regression was performed based on the results of the triaxial compression tests, which allows the cohesion and internal friction angle (from the Mohr-Coulomb criterion) to be defined based on the moisture content of the material (Figure 16-20, Figure 16-21).

 

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Source: Sierra Metals, Redco, 2020

 

Figure 16-20: Cohesion vs Humidity (Mineralized Material)

 

 

Source: Sierra Metals, Redco, 2020

 

Figure 16-21: Internal Friction Angle vs Humidity (Mineralized Material)

 

In addition, unconfined uniaxial compressive tests were carried out for the mineralized material samples, according to the regression it is estimated that the UCS is 0.4 KPa for a moisture content of 10% which is a representative value for the Mina Central area (Figure 16-22).

 

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Source: Sierra Metals, Redco, 2020

 

Figure 16-22: Uniaxial Compressive Strength vs Humidity (Mineralized Material)

 

The following describes the characterization parameters of the rock mass under study according to the defined domains. This information is supported by information from laboratory tests and observations of rock mass qualities identified in the underground mapping work.

 

For the limestone and intrusive rock domains, the Hoek and Brown criterion is used and for the mineralized material, because it is granular material, the Mohr Coulomb criterion is used. Table 16-13 and Table 16-14 show the rock strength parameters.

 

Table 16-13: Rock Mass Strength Parameters

 

  Footwall Hangingwall
Parameters Fresh
Limestone
Breccia Intrusive Weathered
Intrusive
Unit Weight (MN/m3) 2.7 2.7 2.6 2.6
UCS (MPa) 58 38 164 88
RMRB(89) 54 43 53 47
GSI 49 38 48 42
D 0 0 0 0
mi 11 11 32 32
mb 1.8 1.2 4.9 4
s 0.0035 0.001 0.003 0.016
a 0.5 0.5 0.5 0.5
MR 500 500 425 425
Ei (Gpa) 29 19 70 37
Erm (Gpa) 8 3 19 7
v 0.3 0.3 0.2 0.2

Source: Sierra Metals, Redco, 2020

 

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Table 16-14: Rock Mass Strength Parameters

 

  Mineralized Material
Parameters

Mina Central

(10% moisture content)

Mascota and Cachi Cachi

(18% moisture content)

Cohesion (KPa) 0.24 0.02
Friction angle (°) 2.80 0.10

Source: Sierra Metals, Redco, 2020

 

Ground Control

 

Corresponding to the categories of rock mass quality, the ground control management plans have a table of the ground support types (Figure 16-23). The ground support requirements are defined by development type, design life; temporary (<3 years) or permanent (>3 years), and mining method. Ground support for access development ranges from spot bolting using split sets in very good ground to steel sets, blocking and lagging for very poor ground.

 

 

Source: Sierra Metals, 2020

 

Figure 16-23: Ground Support Types

 

Ground support design profiles for different ground categories and development types have been developed to accompany the ground control management plans. An example profile showing the mining cross-cut ground support is shown in Figure 16-24. Ground support installation and mining procedures also support these documents.

 

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Source: Sierra Metals, 2020

 

Figure 16-24: Example of Ground Support Design Profile

 

Hydrogeological Conditions

 

Hydrogeological and hydrological information is available from multiple sources, including mine records and many investigations or data compilations by external consultants. Mine operations have compiled significant information on flow rates and field water quality parameters (e.g., color, pH, conductivity, temperature) across much of the mine and developed maps summarizing locations and data. Numerous hydrogeological and hydrological studies have also been completed by external consultants (Geologic, 2014, 2015; Hydro-Geo Consultores, 2010, 2012, 2016; Geoservice Ingenieria 2008, 2014, 2016; Helium, 2018). Data have been collected from underground observations, pump tests, tracer tests, and surface water features.

 

Hydrogeological Conceptual Model:

 

·Annual average precipitation of 1010 mm (measured at Yauricocha station);

 

·Runoff of 268 mm (27% of the total precipitation);

 

·Depth of infiltration of 265 mm (26% of the total precipitation); and

 

·Actual depth of the evapotranspiration of 477 mm (47% of the total precipitation).

 

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Current Mine Inflow

 

Cumulative inflow into the mine was on the order of 100 L/s in 2017 (Helium, 2018). Inflow measurements have been collected at many locations (drainage drill holes and discrete inflows) and at different times, but data is somewhat inconsistent. Water enters the mine in widely distributed areas and drainage drill holes located on various levels.

 

Water comes from two sources:

 

1.Infiltration of water coming from fluvial precipitation through the subsidence zone that covers the mine; and

 

2.Discharge of underground waters from the east to the west (from the intrusive toward the cone of subsidence).

 

Infiltration related to subsidence includes flows into both the subsidence depressions themselves as well as tensional features associated with them. A diversion channel redirects a portion of runoff away from subsidence depressions but water that is not diverted can be expected to flow towards drawpoints through the subsidence zone. Lateral groundwater inflow into the subsidence zone also contributes.

 

Surface infiltration into the subsidence zone was estimated to be 11 L/s before 2015 and could increase to between 30 and 46 L/s by 2029 (Geologic, 2015).

 

Potential Future Mine Inflow

 

As mining advances, mine inflows can be expected to increase, at least in part due to increase in size of the subsidence cone.

 

·Surface inflows could increase by between 20 and 35 L/s by 2029 (Geologic, 2015; Geoservice, 2017); and

 

·Groundwater inflows were estimated to increase by up to 330 L/s when the mining reaches 3600 m elevation (Geologic, 2015).

 

Mitigation measures should continue to be considered to reduce inflow or at least control the way water enters and is controlled throughout the mine.

 

Future Mine Water Management Considerations

 

Current observations and analyses suggest that inflow to both the subsidence (caving) zone and the mine will increase as the mine expands. Mitigation and management efforts should continue to understand the distribution of water and value in efforts to control or reduce inflow. Uncontrolled water inflow can lead to a risk of mud rush events.

 

Past efforts have been made to control or reduce inflows. A large amount of data is available that could be used to understand the source of water, but it is currently not compiled in a manner to allow this to be easily done.

 

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In the past, drainage tunnels and exploratory test drill holes have been completed in efforts to control or reduce inflow to mining areas. Drain holes were completed in the 920 and 870 levels in Antacaca Sur, 920 level in Antacaca, 920 and 970 levels in Catas and 870 and 920 levels in Rosaura. All of these water management features were oriented into the granodiorite to intercept flow before reaching the subsidence zone. Some of drillholes were later cemented to reduce inflows into mining zones.

 

During drilling, inflows were observed to decrease on the 820 and 870 levels, and post drilling decreasing inflows were observed on the 920 level. Inflows in Antacaca Sur and Rosaura have been reduced over time, but inflows appear to be increasing in Catas and Esperanza.

 

In conclusion, the mine has in the past, or currently, been able to manage water sufficiently to allow mining to proceed. As the mine expands, water inflows should be expected to increase. Mitigation efforts should continue to be assessed and tested, but operational management plans should continue to assume that inflows and mud rush potential will increase until such a time that the effectiveness of mitigation efforts can be proven, or decisions are made to address water-related risks through other management plans.

 

16.7Stope Optimization

 

16.7.1Dilution and Recovery Factor

 

Measured and Indicated Mineral Resources were converted to a mineable inventory by applying the appropriate modifying factors, as described herein, to the final MSO shapes created during the mine design process. The mining recovery and external dilution factors used in this report are based on historical Yauricocha data and are the factors used in the planning processes currently implemented at the site.

 

The in-situ tonnage and grade of each potential mining block is based on the resource block models. The dilution factor represents external dilution and range between 10% to 25% and varies based on mining method, geomechanical characteristics of the mineralized zone, and the amount of water present. These factors account for material mined from outside of the MSO shapes including overdraw of cave material and is in addition to any internal dilution.

 

Internal dilution is included within the MSO shapes generated and is therefore included in the in- situ tonnes and grades. External and internal dilution are assigned a zero grade. The mining recovery factors represents how much of the diluted stope material will reach the mill and ranges between 70% to 100% based on historical data and accounting for the mining method, geomechanical characteristics of the mineralized zone, and the amount of water present as this affects the mining recovery.

 

The generalized formula for calculating the reserve tonnage in each mining block is:

 

·Mineable Tonnes = (Tonnes) mining block * Mining Recovery % * (1 + Dilution %).

 

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The generalized formula for calculating the mineable inventory grade is:

 

·Mineable Inventory Grade = (Resource Grade) mining block / (1 + Dilution %).

 

Table 16-15 lists the mining recovery and external dilution factors applied to each mineralized zone based on the mining method.

 

Table 16-15: Mining Recovery and Dilution Factors

 

Area Zone Mining
Method
Mining Method
Description
Mining
Recovery
(%)
External
Dilution
(%)
Mina Central Catas SLCM2 Mechanized Sub Level Caving – Some Water Present 80 20
Antacaca SLCM2 Mechanized Sub Level Caving – Some Water Present 80 20
Rosaura SLCM3 Mechanized Sub Level Caving – Water present 70 25
Antacaca Sur SLCM3 Mechanized Sub Level Caving – Water present 70 25
Esperanza Esperanza SLCM1 Mechanized Sub Level Caving – No Water Present 90 20
Norte SLCM2 Mechanized Sub Level Caving – Some Water Present 80 20
Distal SLCM1 Mechanized Sub Level Caving – No Water Present 90 20
Mascota Oxide Ag-Pb SLCM1 Mechanized Sub Level Caving – No Water Present 90 20
Polymetallic (All) CRAM Mechanized Overhand Cut and Fill 100 10
Cuye All SLCM1 Mechanized Sub Level Caving – No Water Present 90 20
Cachi- Cachi Angelita SLCM2 Mechanized Sub Level Caving – Some Water Present 80 20
Karlita CRAM Mechanized Overhand Cut and Fill 100 10
Elissa CRAM Mechanized Overhand Cut and Fill 100 10
Celia SLCM2 Mechanized Sub Level Caving – Some Water Present 80 20
Escondida CRAM Mechanized Overhand Cut and Fill 100 10
Privatizadora CRAM Mechanized Overhand Cut and Fill 100 10
Vanessa CRAM Mechanized Overhand Cut and Fill 100 10
Yoselim CRAM Mechanized Overhand Cut and Fill 100 10
Carmencita CRAM Mechanized Overhand Cut and Fill 100 10

 

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Area Zone Mining
Method
Mining Method
Description
Mining
Recovery
(%)
External
Dilution
(%)
Cuerpos Pequeños Gallito CRAM Mechanized Overhand Cut and Fill 100 10
Oriental CRAM Mechanized Overhand Cut and Fill 100 10
Occidental CRAM Mechanized Overhand Cut and Fill 100 10
Contacto Sur Medio (TJ 6060) CRAM Mechanized Overhand Cut and Fill 100 10
Contacto Sur Medio I (TJ 8167) CRAM Mechanized Overhand Cut and Fill 100 10
Contacto Sur Medio II (TJ 1590) CRAM Mechanized Overhand Cut and Fill 100 10

 

Source: Sierra Metals, Redco, 2020

 

16.7.2Net Smelter Return (NSR)

 

The mineral deposits at Yauricocha are polymetallic with copper, silver and gold metals contributing to the total value of mineralized material. A net smelter return (NSR) calculation was performed on each block model block taking into account the grade, metal price, metallurgical recovery and smelter terms. The smelter terms summarized for this report includes the applicable concentrate treatment charges, refining charges, deductions, price participation, and penalty element payments.

 

16.7.3Metal Prices and Exchange Rate

 

The metal price assumptions are shown in Table 16-16 and are based on long-term consensus pricing. The metal price assumptions have been derived from CIBC Global Mining Group Consensus Commodity prices dated August 2020, as provided by Sierra Metals.

 

Table 16-16: Unit Value Metal Price Prices

 

Zn
(US$/lb)
Ag
(US$/oz)
Pb
(US$/lb)
Cu
(US$/lb)
Au
(US$/oz)
1.07 20 0.91 3.05 1,541

 

Source: Sierra Metals, Redco, 2020

 

16.7.4Metallurgical Recoveries

 

Metallurgical recoveries were provided by Sierra Metals and are based on projected recoveries resulting from an ongoing mill upgrade program.

 

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Table 16-17 summarizes the metallurgical recoveries used in calculating the NSR factors.

 

Table 16-17: Metallurgical Recoveries

 

Process Recovery Zn
(%)
Ag
(%)
Pb
(%)
Cu
(%)
Au
(%)
Total Recovery (Polymetallic Feed) 89.2 67.2 88.6 80.4 17.2
Copper Concentrate - 26.3 - 74.9 9.2
Lead Concentrate - 40.9 88.6 5.5 8.0
Zinc Concentrate 89.2 - - - -
Total Recovery (Lead Oxide Feed) - 50.5 64.6 - 52.9
Lead Sulfide Concentrate - 21.5 9.1 - 27.9
Lead Oxide Concentrate - 29.1 55.5 - 25.1

 

Source: Sierra Metals, Redco, 2020

 

16.7.5Net Smelter Return (NSR) Calculations

 

The parameters used in the NSR calculation are summarized in Table 16-18. An NSR value was calculated for each cell in the block models using these parameters. A second NSR field was also created where cells with a resource class of Inferred or undefined were assigned an NSR value of 0.

 

Table 16-18: NSR Calculation Parameters

 

NSR
Parameter Unit Value
Metal Prices
Zn Price US$/lb 1.07
Ag Price US$/oz 20.0
Pb Price US$/lb 0.91
Cu Price US$/lb 3.05
Au Price US$/oz 1,541.00
Process Recoveries
Copper Concentrate    
Au Metallurgic Recovery % 9.2
Ag Metallurgic Recovery % 26.3
Cu Metallurgic Recovery % 74.9
Lead Concentrate    
Au Metallurgic Recovery % 8.0
Ag Metallurgic Recovery % 40.9
Pb Metallurgic Recovery % 88.6
Cu Metallurgic Recovery % 5.5
Zinc Concentrate    
Zn Metallurgic Recovery % 89.2
Ag Metallurgic Recovery % 9.2
Total    
Cu Metallurgic Recovery % 80.4
Pb Metallurgic Recovery % 88.6
Zn Metallurgic Recovery % 89.2
Ag Metallurgic Recovery % 76.4
Au Metallurgic Recovery % 17.2

 

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NSR
Parameter Unit Value
Concentrate Grades
Avg. Zn Concentrate % 51.2
Avg. Pb Concentrate % 57.8
Avg. Cu Concentrate % 31.1
Avg. Au oz/t 1.20
Avg. Au Pb Concentrate oz/t 2.33
Avg. Au Cu Concentrate oz/t 2.44
Avg. Ag oz/t 11.83
Avg. Ag Zn Concentrate oz/t 3.09
Avg. Ag Pb Concentrate oz/t 36.86
Avg. Ag Cu Concentrate oz/t 21.64
Moisture content % 10.0
Selling Expenses
Transport losses % 0.5
Transportation US$/wmt 28.00
Port US$/wmt 0.00
Load US$/wmt 0.00
Marketing US$/dmt 0.00
Insurances US$/wmt 0.00
Total US$/dmt 30.96
Smelter Terms
Copper Concentrate    
Minimum Deduction Au g/t 0.50
Au Payability Factor % 90.0
Minimum Deduction Ag g/t 50.00
Ag Payability Factor % 90.0
Minimum Deduction Cu % 1.0
Cu Payability Factor % 96.5
Lead Concentrate    
Minimum Deduction Au g/t 1.00
Au Payability Factor % 95.0
Minimum Deduction Ag g/t 50.00
Ag Payability Factor % 95.0
Minimum Deduction Pb % 3.0
Pb Payability Factor % 95.0
Zinc Concentrate    
Minimum Deduction Zn % 8.0
Zn Payability Factor % 85.0
Minimum Deduction Ag oz/t 3.00
Ag Payability Factor % 70.0
Treatment Charges/Refining Charges (TC/RC)
Copper Concentrate    
Treatment Cost US$/t-conc 150.00
Cu Refining Cost US$/t 330.69
Ag Refining Cost US$/oz 0.40
Au Refining Cost US$/oz 10.00

 

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NSR
Parameter Unit Value
Lead Concentrate    
Treatment Cost US$/t-conc 115.00
Ag Refining Cost US$/oz 0.50
Au Refining Cost US$/oz 15.00
Zinc Concentrate    
Treatment Cost US$/t-conc 150.00
Ag Refining Cost US$/oz 0.00
Net Smelter Return Factors
Zn US$/t/% 15.470
Ag US$/t/gpt 0.393
Pb US$/t/% 14.966
Cu US$/t/% 45.572
Au US$/t/gpt 7.803

 

Source: Sierra Metals, Redco, 2020

 

The resulting NSR equation coded into the block model was:

 

NSR=15.470×Zn Grade+0.393×Ag Grade+14.966×Pb Grade+45.572×Cu Grade+7.803×Au Grade

 

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16.7.6Cut-off

 

The cut-off value calculation used by Sierra Metals in the proposed mine plan is based on historical information provided by Sierra Metals and considers reducing production costs associated with increased production (Table 16-19). Conceptual economic envelopes vary according to direct and indirect mining costs, processing costs, concentrate shipment and G&A costs.

 

Table 16-19: Operating Cost

 

Cost Value
Mine Cost ($/t) $34.42
Plant Cost ($/t) $10.76
G & A $9.81
Economic Cut Off ($/t) $54.99

 

Source: Sierra Metals, Redco, 2020

 

The NSR value of each potential mining block was calculated and evaluated against economic cut-off values. The economic cut-off varies by mining method and mineralized zone, and includes direct and indirect mining costs, processing costs, and general and administrative (G&A) costs. Mining blocks with an average NSR value above the economic cut-off, that have defined access, and that are not isolated from mining areas, are classified as economic and included in the mineable inventory. The economic and marginal cut-offs used in this report are provided in Table 16-20.

 

Table 16-20: Economic Cut-Off Value by Mining Method (US$/t)

 

Mining Method Mining
(US$/t)
Processing
(US$/t)
G&A
(US$/t)
Total
(US$/t)
Economic COV
(US$/t)
SLCM1 34.42 10.76 9.81 54.99 55
SLCM2 36.29 10.76 9.81 56.87 57
SLCM3 37.01 10.76 9.81 57.59 58
CRAM1 44.63 10.76 9.81 65.21 65

 

Source: Sierra Metals, Redco, 2020

 

16.7.7Stope Optimization

 

Stoping block shapes were constructed for each mineralized material zone and mining method identified using the Mineable Shape Optimizer (MSO) routine provided within the suite of Datamine™ Studio UG. MSO requires the input of several key parameters and then interrogates the resource block model against permutations of simplified mining shapes to outline a potentially economic Mineral Resource at a given cut-off value. The key MSO inputs for each mining method are outlined in Table 16-21.

 

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Table 16-21: Stope Optimization Software Inputs

 

MSO Input Sub-level Cave Cut and Fill
Economic Cut-off value US$55/t to US$58/t US$65/t
Level spacing (floor to floor) 25 m 3 m
Stope length 4-200 m 3-50 m
Minimum mining width 4 m Fixed Width 2.5 m
Minimum waste pillar 2 m 3 m

 

Source: Sierra Metals, Redco, 2020

 

The tonnes and grade for each stope shape were tabulated in spreadsheets with mining recovery and dilution factors applied (dilution having zero grade), and then NSR values were calculated for the diluted and recovered material.

 

Blocks were classified as economic or waste based on the NSR value of the mining block and cut-off value for the area. The blocks were visually inspected and isolated blocks were identified and removed from the mineable inventory.

 

16.8Mine Production

 

Yauricocha is an operating mine with a signification production history. Operations and production personnel are supported by a geology and engineering groups. The geology and engineering groups work in close collaboration and planning is conducted with care and diligence. Historical knowledge of the site is leveraged in the planning process.

 

Production targets at Yauricocha are based on historical performance and Table 16-22 shows reported mine production and mill tonnes processed between 2012 and 2020 (January to June inclusive).

 

Table 16-22: Reported Mine and Mill Production, 2012 to 2020

 

Category 2012 2013 2014 2015 2016 2017 2018 2019 2020*
Tonnes Mined 849,615 858,398 929,316 820,04 847,467 1,009,635 1,074,476 1,127,480 457,029
Tonnes Processed 872,869 837,496 890,91 829,805 897,169 1,023,491 1,106,649 1,092,410 483,508

 

Source: Sierra Metals, 2020

 

16.9Mine Production Schedule

 

The base case Life of Mine (LOM) production and development schedule generated for the Yauricocha Mine based on 3,780 tpd (1.3 M tonnes per year) is shown in Table 16-24, and in Figure 16-25 and Figure 16-26. Typical mining rates of 3,780 tpd of mineralized material and 1,620 tpd of waste were applied as these are the rates the mine has been reportedly operating at in early 2020.

 

Sierra Metals prepared LOM production and development plans based on production rates ranging from the base case of 3,780 tpd to 7,500 tpd (Table 16-23) and these production schedules are financially evaluated in Section 22. Production schedules are based upon forward-looking information. This forward-looking information includes forecasts with material uncertainty which could cause actual results to differ materially from those presented herein.

 

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Table 16-23: LOM Production Rates

 

Tonnes/Day Tonnes/Year Comments
3,780 tpd (base case) 1.3 M Constant production rate through LOM *
5,500 tpd 2.0 M Increases from 3,780 tpd to 5,500 tpd in 2024
6,500 tpd 2.4 M Reaches 6,500 tpd in 2024
7,500 tpd 2.8 M Reaches 7,500 tpd in 2024

 

Source: Sierra Metals, Redco, 2020

Note: *3780 tpd used as the base case assumes that permit will be received to reach that level, which is in the initial process.

 

For the production rates higher than the base case, LOM production and development tables and figures are provided in Table 16-25, Table 16-26 and Table 16-27, and in Figure 16-27, Figure 16-28, Figure 16-29, Figure 16-30, Figure 16-31 and Figure 16-32.

 

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Table 16-24: LOM Production Schedule for 3,780 Tonnes/Day

 

Production Mine Year 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Total
Tonnes Mineralized Material t 1,370,267 1,355,466 1,353,813 1,347,510 1,385,234 1,360,442 1,363,268 1,360,880 1,359,962 1,348,267 1,369,830 1,346,874 1,373,342 784,893 18,480,047
Tonnes Waste t 442,885 459,242 458,707 456,670 468,863 460,850 461,763 460,991 460,694 456,914 463,884 456,464 465,019 - 5,972,946
Tonnes Total t 1,813,151 1,814,708 1,812,520 1,804,180 1,854,096 1,821,291 1,825,031 1,821,871 1,820,656 1,805,181 1,833,714 1,803,338 1,838,361 784,893 24,452,993
Zn % 2.3 2.8 2.8 2.6 2.8 3.1 2.5 1.3 0.7 0.6 0.42 0.44 0.59 0.71 1.71
Pb % 0.9 1 0.7 0.9 1 0.7 0.4 0.2 0.2 0.2 0.13 0.11 0.11 0.09 0.48
Ag g/t 51.3 58.9 47 44.7 47.5 39.8 34.3 29.9 22.9 21.5 19.91 18.25 16.99 18.46 34.2
Cu % 1.1 1.3 1.5 1.3 1.2 0.9 0.9 0.9 1.1 1.5 1.79 1.71 1.53 1.23 1.28
Au g/t 0.5 0.4 0.4 0.4 0.3 0.4 0.5 0.4 0.5 0.4 0.51 0.47 0.42 0.38 0.42
NSR $/t 122.51 144.42 140.81 132.80 135.13 117.62 103.37 80.99 74.70 89.59 101.92 97.26 90.32 78.61 108.78
TPD tpd 3,806 3,765 3,761 3,743 3,848 3,779 3,787 3,780 3,778 3,745 3,805 3,741 3,815 2,180 3,713

Source: Sierra Metals, Redco, 2020

 

Source: Sierra Metals, Redco

Figure 16-25: LOM Production – Tonnes per Year and %Grade

Source: Sierra Metals, Redco, 2020

Figure 16-26: LOM Production – Tonnes per Year and NSR

 

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Table 16-25: LOM Production Schedule for 5,500 Tonnes/Day (5,500 tpd in 2024)

 

Production Mine Year 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Total
Tonnes Mineralized Material t 1,370,267 1,355,466 1,359,198 1,988,431 1,978,533 1,971,910 1,984,530 1,980,812 1,960,954 1,991,625 1,981,065 294,730 - - 20,217,519
Tonnes Waste t 442,885 485,731 486,937 642,682 639,483 637,342 641,421 640,219 633,801 643,714 640,301       6,534,515
Tonnes Total t 1,813,151 1,841,197 1,846,135 2,631,112 2,618,016 2,609,252 2,625,951 2,621,032 2,594,755 2,635,339 2,621,366 294,730 - - 26,752,035
Zn % 2.3 2.8 3 2.6 2.7 2.6 1.1 0.6 0.4 0.4 0.63 0.66 - - 1.6
Pb % 0.9 1 0.7 0.9 0.8 0.4 0.2 0.2 0.1 0.1 0.1 0.09 - - 0.5
Ag g/t 51.3 58.9 47.7 42.7 40.1 34.6 26.3 19.8 19.8 17.7 17.23 17.9 - - 32.3
Cu % 1.1 1.3 1.4 1.2 1 0.9 0.9 1 1.6 1.7 1.45 1.12 - - 1.2
Au g/t 0.5 0.4 0.4 0.4 0.3 0.4 0.4 0.4 0.4 0.5 0.41 0.35 - - 0.4
NSR $/t 122.51 144.42 143.33 124.86 118.34 103.44 74.38 69.67 91.36 94.74 87.19 72.08 - - 103.49
TPD tpd 3,806 3,765 3,776 5,523 5,496 5,478 5,513 5,502 5,447 5,532 5,503 819 - - 5,084

Source: Sierra Metals, Redco, 2020

 

Source: Sierra Metals, Redco, 2020

Figure 16-27: LOM Production – 5,500 Tonnes per Year and %Grade

Source: Sierra Metals, Redco, 2020

Figure 16-28: LOM Production – 5,500 Tonnes per Year and NSR

 

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Table 16-26: LOM Production Schedule for 6,500 Tonnes/Day (6,500 tpd in 2024)

 

Production Mine Year 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Total
Tonnes Mineralized Material t 1,370,267 1,355,466 1,365,958 2,307,879 2,372,557 2,336,531 2,334,649 2,337,662 2,350,630 2,328,897 638,348 - - - 21,098,842
Tonnes Waste t 442,885 541,261 544,652 745,931 766,835 755,191 754,583 755,557 759,748 752,724   - - - 6,819,368
Tonnes Total t 1,813,151 1,896,728 1,910,611 3,053,809 3,139,392 3,091,722 3,089,232 3,093,219 3,110,378 3,081,621 638,348 - - - 27,918,210
Zn % 2.3 2.8 2.8 2.5 2.6 2.2 0.8 0.5 0.4 0.6 0.64 - - - 1.6
Pb % 0.9 1 0.7 0.8 0.8 0.3 0.1 0.2 0.1 0.1 0.09 - - - 0.4
Ag % 51.3 58.9 46.9 39.8 40 30.3 23.7 19.5 18.1 16.4 17.71 - - - 31.5
Cu % 1.1 1.3 1.4 1.1 1 0.9 1 1.3 1.7 1.5 1.11 - - - 1.2
Au g/t 0.5 0.4 0.4 0.4 0.3 0.4 0.4 0.4 0.5 0.4 0.34 - - - 0.4
NSR $/t 122.51 144.42 140.41 119.13 116.10 93.14 70.40 78.42 94.69 86.65 71.72 - - - 101.49
TPD tpd 3,806 3,765 3,794 6,411 6,590 6,490 6,485 6,494 6,530 6,469 1,773 - - - 5,828

Source: Sierra Metals, Redco, 2020

 

Source: Sierra Metals, Redco, 2020

Figure 16-29: LOM Production – 6,500 Tonnes per Year and %Grade

Source: Sierra Metals, Redco, 2020

Figure 16-30: LOM Production – 6,500 Tonnes per Year and NSR

 

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Table 16-27: LOM Production Schedule for 7,500 Tonnes/Day (7,500 tpd in 2024)

 

Production Mine Year 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Total
Tonnes Mineralized Material t 1,370,267 1,355,466 1,365,958 2,700,485 2,689,835 2,699,435 2,708,191 2,703,487 2,696,169 1,205,102 - - - - 21,494,395
Tonnes Waste t 442,885 632,852 636,243 872,825 869,383 872,486 875,316 873,796 871,430   - - - - 6,947,215
Tonnes Total t 1,813,151 1,988,318 2,002,201 3,573,310 3,559,218 3,571,921 3,583,507 3,577,283 3,567,599 1,205,102 - - - - 28,441,611
Zn % 2.3 2.8 2.8 2.4 2.6 1.6 0.6 0.4 0.5 0.7 - - - - 1.6
Pb % 0.9 1 0.7 0.8 0.6 0.2 0.1 0.1 0.1 0.1 - - - - 0.4
Ag % 51.3 58.9 46.9 41 36.7 28.4 19.6 19.1 16.5 17.3 - - - - 31.2
Cu % 1.1 1.3 1.4 1.2 0.9 0.9 1 1.6 1.5 1.2 - - - - 1.2
Au g/t 0.5 0.4 0.4 0.4 0.3 0.4 0.4 0.5 0.4 0.3 - - - - 0.4
NSR $/t 122.51 144.42 140.41 122.05 106.46 83.68 68.06 91.82 88.87 74.97 - - - - 100.48
TPD tpd 3,806 3,765 3,794 7,501 7,472 7,498 7,523 7,510 7,489 3,348 - - - - 6,560

 

Source: Sierra Metals, Redco, 2020

 

Source: Sierra Metals, Redco, 2020

Figure 16-31: LOM Production – 7,500 Tonnes per Year and %Grade

Source: Sierra Metals, Redco, 2020

Figure 16-32: LOM Production – 7,500 Tonnes per Year and NSR

 

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16.10Mine Development

 

The mine design encompasses the main mining areas and includes two tunnels and three shafts for truck and personnel access:

 

·The Klepetko tunnel (3 m high x 3 m wide) and the Yauricocha tunnel (3.5 m x 3.5 m) are located on level 720 (haulage level). These tunnels are used for material handling directly to Chumpe plant.

 

·The three shafts in service are the Central shaft, the Mascota shaft, and the Cachi-Cachi shaft. The Yauricocha shaft is in construction currently. The shafts are typically used to move men and materials but can also move mineralized material and waste to the surface if necessary. These are also used to move mineralized material and waste from depth to the 720 level.

 

The distribution of the development in areas varies according to mining method as described in Section 16.2. However, the main tasks are:

 

·Ramps will have a typical cross-section of 4.5 m x 4.5 m (width x height), the cross-section is 4.0 m x 4.0 m in some areas;

 

·Access to mining areas such as bypasses and crosscuts will have cross-sectional dimensions of 3.0 m x 3.0 m or 3.5 m x 3.5 m (width x height);

 

·The ventilation raise bore holes have a typical cross section of 2.4 m x 2.4 m;

 

·The ventilation raise bore holes have a typical diameter of 1.8 m;

 

·Maximum ramp gradient of 12%, this is the same for access to cuts on OCF mining areas;

 

·Truck loading station and drains will be installed in the main accesses to the sublevels; and

 

·Trolley locomotive for loading, hauling and transportation.

 

Sierra estimates that 116,751 m of combined horizontal and vertical development meters, are required to achieve the 3,780 tpd (base case) mine plan proposed in this PEA (Table 16-28).

 

Table 16-28: Development Meters in Mine Plan

 

Item Meters
Horizontal 106,261
Vertical 10,490
Total 116,751

Source: Sierra Metals, Redco, 2020

 

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Figure 16-33 shows the distribution of mine workings and mineralized areas, and the current and planned mine development.

 

 

Source: Sierra Metals, Redco, 2020

 

Figure 16-33: Mine Design Distribution of Mine Workings and Mineralized Areas

 

Table 16-29 to Table 16-40 show the opex development, capex development, and total development for the 3,780 tpd, 5,500 tpd, 6,500 tpd and 7,500 tpd mining plans respectively.

 

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Table 16-29: LOM Development Schedule for 3,780 Tonnes/Day

 

Task Development Year 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Total
Horizontal m 7,879 8,170 8,161 8,124 8,341 8,199 8,215 8,201 8,196 8,129 8,253 8,121 8,273   106,261
Vertical m 778 807 806 802 823 809 811 810 809 802 815 802 817   10,490
Total m 8,657 8,977 8,966 8,926 9,165 9,008 9,026 9,011 9,005 8,931 9,067 8,922 9,090   116,751

Source: Sierra Metals, Redco, 2020

 

Table 16-30: LOM Preparation Schedule for 3,780 Tonnes/Day

 

Preparation (Opex) Year 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Total
Total m 6,148 6,082 6,074 6,046 6,215 6,104 6,117 6,106 6,102 6,049 6,146 6,043 6,162 3,522 82,915

Source: Sierra Metals, Redco, 2020

 

Table 16-31: LOM Waste Schedule for 3,780 Tonnes/Day

 

Waste Year 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Total
Total t 442,885 459,242 458,707 456,670 468,863 460,850 461,763 460,991 460,694 456,914 463,884 456,464 465,019   5,972,946

Source: Sierra Metals, Redco, 2020

 

Table 16-32: LOM Development Schedule for 5,500 Tonnes/Day

 

Task Development Year 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Total
Horizontal m 7,879 8,641 8,663 11,434 11,377 11,339 11,411 11,390 11,276 11,452 11,391       116,251
Vertical m 778 853 855 1,129 1,123 1,119 1,126 1,124 1,113 1,131 1,125       11,476
Total m 8,657 9,494 9,518 12,562 12,500 12,458 12,538 12,514 12,389 12,582 12,516       127,727

Source: Sierra Metals, Redco, 2020

 

Table 16-33: LOM Preparation Schedule for 5,500 Tonnes/Day

 

Preparation (Opex) Year 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Total
Total m 6,148 6,082 6,098 8,922 8,877 8,847 8,904 8,887 8,798 8,936 8,888 1,322     90,710

Source: Sierra Metals, Redco. 2020

 

Table 16-34: LOM Waste Schedule for 5,500 Tonnes/Day

 

Waste Year 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Total
Total t 442,885 485,731 486,937 642,682 639,483 637,342 641,421 640,219 633,801 643,714 640,301       6,534,515

Source: Sierra Metals, Redco, 2020

 

Table 16-35: LOM Development Schedule for 6,500 Tonnes/Day

 

Task Development Year 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Total
Horizontal m 7,879 9,629 9,690 13,270 13,642 13,435 13,424 13,442 13,516 13,391         121,319
Vertical m 778 951 957 1,310 1,347 1,326 1,325 1,327 1,334 1,322         11,977
Total m 8,657 10,580 10,646 14,580 14,989 14,761 14,750 14,769 14,850 14,713         133,295

Source: Sierra Metals, Redco, 2020

 

Table 16-36: LOM Preparation Schedule for 6,500 Tonnes/Day

 

Preparation (Opex) Year 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Total
Total m 6,148 6,082 6,129 10,355 10,645 10,483 10,475 10,488 10,547 10,449 2,864       94,665

Source: Sierra Metals, Redco, 2020

 

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Table 16-37: LOM Waste Schedule for 6,500 Tonnes/Day

 

Waste Year 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Total
Total t 442,885 541,261 544,652 745,931 766,835 755,191 754,583 755,557 759,748 752,724         6,819,368

Source: Sierra Metals, Redco, 2020

 

Table 16-38: LOM Development Schedule for 7,500 Tonnes/Day

 

Task Development Year 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Total
Horizontal m 7,879 11,259 11,319 15,528 15,467 15,522 15,572 15,545 15,503           123,593
Vertical m 778 1,111 1,117 1,533 1,527 1,532 1,537 1,535 1,530           12,201
Total m 8,657 12,370 12,436 17,061 16,993 17,054 17,109 17,080 17,033           135,794

Source: Sierra Metals, Redco, 2020

 

Table 16-39: LOM Preparation Schedule for 7,500 Tonnes/Day

 

Preparation (Opex) Year 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Total
Total m 6,148 6,082 6,129 12,116 12,069 12,112 12,151 12,130 12,097 5,407         96,439

Source: Sierra Metals, Redco, 2020

 

Table 16-40: LOM Waste Schedule for 7,500 Tonnes/Day

 

Waste Year 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Total
Total t 442,885 632,852 636,243 872,825 869,383 872,486 875,316 873,796 871,430           6,947,215

Source: Sierra Metals, Redco, 2020

 

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16.11Waste Storage

 

Currently, development waste material is hauled by LHD and placed into mined zones, resulting in an approximately 40% to 60% fill factor. Consideration should be given to investing in equipment to pack the waste rock into the stope to improve the fill factor and to increase the amount of underground storage capacity. Furthermore, the residual waste is carried by shaft to surface and placed in a waste storage.

 

For future development in Yauricocha, waste material will be hauled to mined out areas, especially in OCF for backfill; the remaining waste will be hauled by trolley locomotives at level 720 to surface and placed into a waste storage according to the waste schedule program. Further analysis of the development waste handling and storage strategy is required to increase the backfill factor. If the current mining methods are a viable solution to increasing the backfill factor, then there will be a positive benefit due to reduced transport costs.

 

16.12Major Mining Equipment

 

A list of the major underground mining equipment currently used at Yauricocha Mine is included in Table 16-41.

 

Table 16-41: Current List of Major Underground Mining Equipment at Yauricocha

 

EQUIPMENT MINE OPERATION Number of Units
JUMBO MUKI FF N° 1 1
JUMBO MUKI FF N° 3 1
JUMBO HAMMER BOLT N° 4 1
Total Jumbo Drill and Bolt 3
JUMBO LITTLE HAMMER, 1 1
JUMBO LITTLE HAMMER, 2 1
JUMBO LITTLE HAMMER, 3 1
JUMBO MK LHBP N° 2 1
JUMBO MK LHBP N° 4 1
JUMBO MK LHBP N° 5 1
JUMBO RDH 1
Total Jumbo Long Drills 7
SCOOP EST-2D 2,5 yd3 9
SCOOP LH 1,5 Yd3 2
SCOOP EST-2D 2,5 yd3 1
SCOOP TORO 151E 2,5 yd3 1
SCOOP JS-220 2,5 yd3 1
SCOOP EJC-145 3,5 yd3 1
SCOOP EJC-130 2,5 yd3 2
SCOOP ST-2D 2,5 yd3 1
SCOOP ST-2G 2,5 yd3 3
SCOOP R1300G 4,1 yd3 6

 

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SCOOP RDH 3,5 yd3 1
Total Scooptrams 28
Dumper 20 Ton 5
Total Dumpers 5
Service Truck 1
Service Truck 1
Service Truck 1
PBUS-20 1
PBUS-20 1
Mini Front Loader 5
Front Loader 1
Total Support Equipment 11
Total Equipment 54

Source: Sierra Metals, 2020

 

Equipment performance was estimated using operational performance data. The equipment performance was used to estimate the quantity of equipment required for the production and development plans. The maximum number of equipment required to meet the production plans is listed by year and shown in Table 16-42 to Table 16-46. The number of underground personnel required to operate the equipment is also listed for reference.

 

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Table 16-42: Main Planned Underground Mining Equipment (3,780 tpd)

 

Equipment 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034
Jumbo Drill 6 6 6 6 7 6 6 6 6 6 6 6 6 4
Jumbo Radial 5 5 5 5 5 5 5 5 5 5 5 5 5 3
Jumbo Hammer Bolt N° 4 2 2 2 2 2 2 2 2 2 2 2 2 2 1
Scoop 3.5, Yd3 6 7 7 6 6 6 6 6 6 6 6 6 6 3
Dumper 3 4 4 3 3 3 3 3 3 3 3 3 3 0
Front loader 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Mixer Truck 3 3 3 3 4 3 3 3 3 3 3 3 3 0
Shotcrete Truck 3 3 3 3 4 3 3 3 3 3 3 3 3 0
Emulsion Loader 3 3 3 3 3 3 3 3 3 3 3 3 3 2
Personnel 452 448 447 445 457 449 450 449 449 445 452 445 454 259

Source: Sierra Metals, Redco, 2020

 

Table 16-43: Main Planned Underground Mining Equipment (5,500 tpd - 2024)

 

Equipment 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034
Jumbo Drill 6 7 7 9 9 9 9 9 9 9 9 0    
Jumbo Radial 5 5 5 7 7 7 7 7 7 7 7 2    
Jumbo Hammer Bolt N° 4 2 2 2 3 3 3 3 3 3 3 3 0    
Scoop 3.5, Yd3 6 6 6 9 9 9 9 9 9 9 9 1    
Dumper 3 4 4 5 5 5 5 5 5 5 5 0    
Front loader 1 1 1 1 1 1 1 1 1 1 1 1    
Mixer Truck 3 4 4 5 5 5 5 5 5 5 5 0    
Shotcrete Truck 3 4 4 5 5 5 5 5 5 5 5 0    
Emulsion Loader 3 3 3 4 4 4 4 4 4 4 4 1    
Personnel 452 448 449 656 653 651 655 654 647 657 654 98    

Source: Sierra Metals, Redco, 2020

 

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Table 16-44: Main Planned Underground Mining Equipment (6,500 tpd - 2024)

 

Equipment 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034
Jumbo Drill 6 7 7 10 10 10 10 10 10 10 0      
Jumbo Radial 5 5 5 9 9 9 9 9 9 9 3      
Jumbo Hammer Bolt N° 4 2 2 2 3 3 3 3 3 3 3 0      
Scoop 3.5, Yd3 6 7 7 10 10 10 10 10 10 10 3      
Dumper 3 4 4 5 6 6 6 6 6 6 0      
Front loader 1 1 1 1 1 1 1 1 1 1 1      
Mixer Truck 3 4 4 5 5 5 5 5 5 5 0      
Shotcrete Truck 3 4 4 5 5 5 5 5 5 5 0      
Emulsion Loader 3 3 3 5 5 5 5 5 5 5 2      
Personnel 452 448 451 762 783 771 771 772 776 769 211      

Source: Sierra Metals, Redco, 2020

 

Table 16-45: Main Planned Underground Mining Equipment (7,500 tpd - 2024)

 

Equipment 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034
Jumbo Drill 6 9 9 12 12 12 12 12 12 0 0 0 0 4
Jumbo Radial 5 5 5 10 10 10 10 10 10 5 0 0 0 0
Jumbo Hammer Bolt N° 4 2 3 3 4 4 4 4 4 4 0 0 0 0 1
Scoop 3.5, Yd3 6 7 7 12 12 12 12 12 12 4 0 0 0 0
Dumper 3 5 5 6 6 6 6 6 6 0 0 0 0 0
Front loader 1 1 1 1 1 1 1 1 1 1 0 0 0 0
Mixer Truck 3 5 5 6 6 6 6 6 6 0 0 0 0 0
Shotcrete Truck 3 5 5 6 6 6 6 6 6 0 0 0 0 0
Emulsion Loader 3 3 3 5 5 5 5 5 5 3 0 0 0 0
Personnel 452 448 451 891 888 891 894 892 890 398 0 0 0 0

Source: Sierra Metals, Redco, 2020

 

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Table 16-46: Production of Equipment and Person

 

Equipment Unit 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034
Jumbo Drill m/d 4 4 4 4 4 4 4 4 4 4 4 4 4 4
Jumbo Radial t/d 795 795 795 795 795 795 795 795 795 795 795 795 795 795
Jumbo Hammer Bolt N° 4 m/d 4 4 4 4 4 4 4 4 4 4 4 4 4 4
Scoop 3.5, Yd3 t/h 86 86 86 86 86 86 86 86 86 86 86 86 86 86
Dumper t/h 42 42 42 42 42 42 42 42 42 42 42 42 42 42
Front loader t/h 171 171 171 171 171 171 171 171 171 171 171 171 171 171
Mixer Truck m/d 8 8 8 8 8 8 8 8 8 8 8 8 8 8
Shotcrete m/d 8 8 8 8 8 8 8 8 8 8 8 8 8 8
Emulsion Loader t/d 1,591 1,591 1,591 1,591 1,591 1,591 1,591 1,591 1,591 1,591 1,591 1,591 1,591 1,591
Personnel t/person 8 8 8 8 8 8 8 8 8 8 8 8 8 8

Source: Sierra Metals, Redco, 2020

 

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16.13Ventilation

 

The underground mine has a ventilation system that supports the Cachi-Cachi mine and a separate ventilation system that supports the Central mine (Mina Central).

 

The ventilation system at Mina Central intakes air from the main decline, the Mascota shaft, Central shaft, Raise Bore #3, and the Klepetko tunnel. The intake air is approximately 159,000 cfm. The air exhausts through Raise Bore #2 and Raise Bore #1 by two primary fans located on surface. Air is pulled through the workings and routed with ventilation doors and booster fans to maintain air quality.

 

The ventilation system at Cachi-Cachi is an intake system that pulls fresh air through the Yauricocha tunnel and the main decline (Bocamina 410) at Cachi-Cachi. The air exhausts through three boreholes at the surface, Borehole (Chimenea) 919, the Rossy borehole, and the Raquelita borehole. A primary fan is located at Borehole 919 on the 300 level. The air moves into the mine through the main decline and down to the lower levels through the Cachi-Cachi shaft. The air is exhausted through vent raises and shafts to the surface. Ventilation doors are installed, and booster fans are used throughout the mine to maintain air quality.

 

The Yauricocha ventilation system is divided into three zones: Zone II, Zone III, and Zone V. The ventilation system of Zone II covers the 820 level to the 920 level for the mineralized zones Esperanza and Gallito. The ventilation system of Zone III covers the 720 level to the 920 level of the Cachi-Cachi Mine. The ventilation system of Zone V covers the 970 level to the 1170 level for the mining areas of Mascota, Catas, Antacaca, Rosaura, Antacaca Sur, CSM II and Butz. Figure 16-34 shows an isometric view of the Cachi-Cachi ventilation network (Zone III). Figure 16-35 shows an isometric view of the Mina Central ventilation network (Zones II and V).

 

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T:\tm2037189-1\tm2037189-1_6kseq1 

 

Source: Sierra Metals, 2020

 

Figure 16-34: Zone III Ventilation Isometric View

 

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T:\tm2037189-1\tm2037189-1_6kseq1 

Source: Sierra Metals, 2020

 

Figure 16-35: Zone II and Zone V Ventilation Isometric View

 

Fresh air is supplied to the mine workings through the Yauricocha tunnel, Mascota shaft, Central shaft, Klepetko tunnel, and through the 300 level.

 

Table 16-47 lists the mine intake and exhaust airway capacities.

 

Table 16-47: Yauricocha Mine Intake and Exhaust Airway Capacities

 

Intake Airway Volume (1) (cfm)
1 Yauricocha Tunnel 126,444
2 Klepetko Tunnel 75,702
3 Mascota Shaft 88,800
4 Central Shaft 73,830
6 Bocamina Level 300 42,912
  Total 407,688
Exhaust Airway Volume (1) (cfm)
1 Alimak Amoeba 63,044
2 Rb.01 116,728
3 Rb. Yauricocha 124,385
4 CH. Rossy Superficie 12,970
5 Ch.785-8 Nv.300 66,217
6 Bocamina Nv.410 41,641
  Total 424,985

Source: Sierra Metals, Redco, 2020

(1) Volumes are based on measured values and are not corrected for auto-compression or system calibration.

 

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Table 16-48 shows the mine equipment used to determine the mine total airflow under the current operating scenario. Commonly used airflow requirement assumptions of 106 cfm/hp (0.05 m3/s per hp) for equipment and 212 cfm/person (0.1 m3/sec per person) for personnel were used, and the mineralized material production rate was based on 3,780 tpd.

 

Table 16-48: Ventilation Requirements for Equipment and Personnel (3,780 tonnes/day)

 

Item Quantity HP CFM/pers CFM/HP

Total

(CFM)

Total

(m3/s)

Trucks 4 300   68 81,048 38
Raptor/Jumbo 13 75   41 38,903 18
Scoop 7 185   59 75,802 36
Front loader 1 150   16 2,384 1
Mixer Truck 3 138   44 18,268 9
Shotcrete Truck 3 148   44 19,592 9
Emulsion Loader 3 100   45 13,508 6
Personnel 448   212   94,927 45
Total         344,432 163

Source: Sierra Metals, Redco, 2020

 

Using the base case LOM (3,780 tpd), a simplified ventilation model was prepared for the main mining areas. The maximum airflow through the mine was calculated by summing the airflow requirements of the equipment and personnel working in each zone at peak production. An additional 10% was then added for contingency (losses). It was assumed that all vehicles would be turned off when not in use for extended periods. Table 16-49 shows the ventilation requirements by year for the base case production rate of 3,780 tpd.

 

Table 16-49: Ventilation Requirements by Year (3,780 tpd)

 

2021 Quantity HP CFM/pers CFM/HP Total (CFM) Total (m3/s)
Trucks 3 300   68 60,786 29
Raptor/Jumbo 13 75   41 38,903 18
Scoop 6 185   59 64,973 31
Front loader 1 150   16 2,384 1
Mixer Truck 3 138   44 18,268 9
Shotcrete Truck 3 148   44 19,592 9
Emulsion Loader 3 100   45 13,508 6
Personnel 452   212   95,774 45
Total + 10% Losses       345,607 163

Source: Sierra Metals, Redco, 2020

 

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2022 Quantity HP CFM/pers CFM/HP Total (CFM) Total (m3/s)
Trucks 4 300   68 81,048 38
Raptor/Jumbo 13 75   41 38,903 18
Scoop 7 185   59 75,802 36
Front loader 1 150   16 2,384 1
Mixer Truck 3 138   44 18,268 9
Shotcrete Truck 3 148   44 19,592 9
Emulsion Loader 3 100   45 13,508 6
Personnel 448   212   94,927 45
Total + 10% Losses       378,875 179

Source: Sierra Metals, Redco, 2020

 

2023 Quantity HP CFM/pers CFM/HP Total (CFM) Total (m3/s)
Trucks 4 300   68 81,048 38
Raptor/Jumbo 13 75   41 38,903 18
Scoop 7 185   59 75,802 36
Front loader 1 150   16 2,384 1
Mixer Truck 3 138   44 18,268 9
Shotcrete Truck 3 148   44 19,592 9
Emulsion Loader 3 100   45 13,508 6
Personnel 447   212   94,715 45
Total + 10% Losses       378,642 179

Source: Sierra Metals, Redco, 2020

 

2024 - 2034 Quantity HP CFM/pers CFM/HP Total (CFM) Total (m3/s)
Trucks 3 300   68 60,786 29
Raptor/Jumbo 14 75   41 42,854 20
Scoop 6 185   59 64,973 31
Front loader 1 150   16 2,384 1
Mixer Truck 4 138   44 24,358 11
Shotcrete Truck 4 148   44 26,123 12
Emulsion Loader 3 100   45 13,508 6
Personnel 457   212   96,834 46
Total + 10% Losses       365,001 172

Source: Sierra Metals, Redco, 2020

 

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The ventilation requirements were also estimated (per year) for the production rates of 5,500 tpd, 6,500 tpd and 7,500 tpd and are shown in Table 16-50, Table 16-51 and Table 16-52.

 

Table 16-50: Ventilation Requirements by Year - Mine Production 5,500 tpd

 

2021 Quantity HP CFM/pers CFM/HP Total
(CFM)
Total
(m3/s)
Trucks 3 300   68 60,786 29
Raptor/Jumbo 12.8 75   41 38,903 18
Scoop 6 185   59 64,973 31
Front loader 1 150   16 2,384 1
Mixer Truck 3 138   44 18,268 9
Shotcrete Truck 3 148   44 19,592 9
Emulsion Loader 3 100   45 13,508 6
Personnel 452   212   95,774 45
Total + 10% Losses       345,607 163

Source: Sierra Metals, Redco, 2020

 

2022 Quantity HP CFM/pers CFM/HP Total
(CFM)
Total
(m3/s)
Trucks 4 300   68 81,048 38
Raptor/Jumbo 14.1 75   41 42,854 20
Scoop 6 185   59 64,973 31
Front loader 1 150   16 2,384 1
Mixer Truck 4 138   44 24,358 11
Shotcrete Truck 4 148   44 26,123 12
Emulsion Loader 3 100   45 13,508 6
Personnel 448   212   94,927 45
Total + 10% Losses       385,192 182

 

Source: Sierra Metals, Redco, 2020

 

2023 Quantity HP CFM/pers CFM/HP Total
(CFM)
Total
(m3/s)
Trucks 4 300   68 81,048 38
Raptor/Jumbo 14.1 75   41 42,854 20
Scoop 6 185   59 64,973 31
Front loader 1 150   16 2,384 1
Mixer Truck 4 138   44 24,358 11
Shotcrete Truck 4 148   44 26,123 12
Emulsion Loader 3 100   45 13,508 6
Personnel 449   212   95,139 45
Total + 10% Losses       385,425 182

 

Source: Sierra Metals, Redco, 2020

 

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2024 Quantity HP CFM/pers CFM/HP Total
(CFM)
Total
(m3/s)
Trucks 5 300   68 101,310 48
Raptor/Jumbo 18.7 75   41 56,835 27
Scoop 9 185   59 97,460 46
Front loader 1 150   16 2,384 1
Mixer Truck 5 138   44 30,447 14
Shotcrete Truck 5 148   44 32,653 15
Emulsion Loader 4 100   45 18,011 9
Personnel 656   212   139,000 66
Total + 10% Losses       525,909 248

 

Source: Sierra Metals, Redco, 2020

 

2025 - 2032 Quantity HP CFM/pers CFM/HP Total
(CFM)
Total
(m3/s)
Trucks 5 300   67.5 101,310 48
Raptor/Jumbo 18.7 75   40.5 56,835 27
Scoop 9 185   58.5 97,460 46
Front loader 1 150   15.9 2,384 1
Mixer Truck 5 138   44.1 30,447 14
Shotcrete Truck 5 148   44.1 32,653 15
Emulsion Loader 4 100   45 18,011 9
Personnel 657   212   139,212 66
Total + 10% Losses       526,142 248

 

Source: Sierra Metals, Redco, 2020

 

Table 16-51: Ventilation Requirements by Year - Mine Production 6,500 tpd

 

2021 Quantity HP CFM/pers CFM/HP Total
(CFM)
Total
(m3/s)
Trucks 3 300   68 60,786 29
Raptor/Jumbo 12.8 75   41 38,903 18
Scoop 6 185   59 64,973 31
Front loader 1 150   16 2,384 1
Mixer Truck 3 138   44 18,268 9
Shotcrete Truck 3 148   44 19,592 9
Emulsion Loader 3 100   45 13,508 6
Personnel 452   212   95,774 45
Total + 10% Losses       345,607 163

Source: Sierra Metals, Redco, 2020

 

CK November 2020

 

  

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2022 Quantity HP CFM/pers CFM/HP Total
(CFM)
Total
(m3/s)
Trucks 4 300   68 81,048 38
Raptor/Jumbo 14.1 75   41 42,854 20
Scoop 7 185   59 75,802 36
Front loader 1 150   16 2,384 1
Mixer Truck 4 138   44 24,358 11
Shotcrete Truck 4 148   44 26,123 12
Emulsion Loader 3 100   45 13,508 6
Personnel 448   212   94,927 45
Total + 10% Losses       397,103 187

Source: Sierra Metals, Redco, 2020

 

2023 Quantity HP CFM/pers CFM/HP Total
(CFM)
Total
(m3/s)
Trucks 4 300   68 81,048 38
Raptor/Jumbo 14.1 75   41 42,854 20
Scoop 7 185   59 75,802 36
Front loader 1 150   16 2,384 1
Mixer Truck 4 138   44 24,358 11
Shotcrete Truck 4 148   44 26,123 12
Emulsion Loader 3 100   45 13,508 6
Personnel 451   212   95,562 45
Total + 10% Losses       397,803 188

Source: Sierra Metals, Redco, 2020

 

2024 Quantity HP CFM/pers CFM/HP Total
(CFM)
Total
(m3/s)
Trucks 5 300   68 101,310 48
Raptor/Jumbo 22 75   41 66,865 32
Scoop 10 185   59 108,289 51
Front loader 1 150   16 2,384 1
Mixer Truck 5 138   44 30,447 14
Shotcrete Truck 5 148   44 32,653 15
Emulsion Loader 5 100   45 22,513 11
Personnel 762   212   161,460 76
Total + 10% Losses       578,513 273

Source: Sierra Metals, Redco, 2020

 

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2025 - 2031 Quantity HP CFM/pers CFM/HP Total
(CFM)
Total
(m3/s)
Trucks 6 300   68 121,572 57
Raptor/Jumbo 22 75   41 66,865 32
Scoop 10 185   59 108,289 51
Front loader 1 150   16 2,384 1
Mixer Truck 5 138   44 30,447 14
Shotcrete Truck 5 148   44 32,653 15
Emulsion Loader 5 100   45 22,513 11
Personnel 783   212   165,910 78
Total + 10% Losses       605,696 286

Source: Sierra Metals, Redco, 2020

 

Table 16-52: Ventilation Requirements by Year - Mine Production 7,500 tpd

 

2021 Quantity HP CFM/pers CFM/HP Total
(CFM)
Total
(m3/s)
Trucks 3 300   68 60,786 29
Raptor/Jumbo 13 75   41 38,903 18
Scoop 6 185   59 64,973 31
Front loader 1 150   16 2,384 1
Mixer Truck 3 138   44 18,268 9
Shotcrete Truck 3 148   44 19,592 9
Emulsion Loader 3 100   45 13,508 6
Personnel 452   212   95,774 45
Total + 10% Losses       345,607 163

Source: Sierra Metals, Redco, 2020

 

2022 Quantity HP CFM/pers CFM/HP Total
(CFM)
Total
(m3/s)
Trucks 5 300   68 101,310 48
Raptor/Jumbo 17 75   41 50,756 24
Scoop 7 185   59 75,802 36
Front loader 1 150   16 2,384 1
Mixer Truck 5 138   44 30,447 14
Shotcrete Truck 5 148   44 32,653 15
Emulsion Loader 3 100   45 13,508 6
Personnel 448   212   94,927 45
Total + 10% Losses       441,966 209

Source: Sierra Metals, Redco, 2020

 

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2023 Quantity HP CFM/pers CFM/HP Total
(CFM)
Total
(m3/s)
Trucks 5 300   68 101,310 48
Raptor/Jumbo 17 75   41 50,756 24
Scoop 7 185   59 75,802 36
Front loader 1 150   16 2,384 1
Mixer Truck 5 138   44 30,447 14
Shotcrete Truck 5 148   44 32,653 15
Emulsion Loader 3 100   45 13,508 6
Personnel 451   212   95,562 45
Total + 10% Losses       442,665 209

Source: Sierra Metals, Redco, 2020

 

2024 Quantity HP CFM/pers CFM/HP Total
(CFM)
Total
(m3/s)
Trucks 6 300   68 121,572 57
Raptor/Jumbo 26 75   41 77,806 37
Scoop 12 185   59 129,947 61
Front loader 1 150   16 2,384 1
Mixer Truck 6 138   44 36,536 17
Shotcrete Truck 6 148   44 39,184 18
Emulsion Loader 5 100   45 22,513 11
Personnel 891   212   188,794 89
Total + 10% Losses       680,610 321

Source: Sierra Metals, Redco, 2020

 

2025 - 2026 Quantity HP CFM/pers CFM/HP Total
(CFM)
Total
(m3/s)
Trucks 6 300   68 121,572 57
Raptor/Jumbo 26 75   41 77,806 37
Scoop 12 185   59 129,947 61
Front loader 1 150   16 2,384 1
Mixer Truck 6 138   44 36,536 17
Shotcrete Truck 6 148   44 39,184 18
Emulsion Loader 5 100   45 22,513 11
Personnel 891   212   188,794 89
Total + 10% Losses       680,610 321

Source: Sierra Metals, Redco, 2020

 

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2027 - 2030 Quantity HP CFM/pers CFM/HP Total
(CFM)
Total
(m3/s)
Trucks 6 300   68 121,572 57
Raptor/Jumbo 26 75   41 77,806 37
Scoop 12 185   59 129,947 61
Front loader 1 150   16 2,384 1
Mixer Truck 6 138   44 36,536 17
Shotcrete Truck 6 148   44 39,184 18
Emulsion Loader 5 100   45 22,513 11
Personnel 894   212   189,430 89
Total + 10% Losses       681,309 322

Source: Sierra Metals, Redco, 2020

 

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17Recovery Methods

 

Yauricocha operates a conventional concentration process that includes two parallel circuits to process polymetallic sulphide and oxide mineralized material. Each circuit consists of a crushing stage, grinding, sequential differential flotation, concentrate dewatering, thickening and disposal of flotation tails. The Yauricocha plant currently produces three mineral concentrates: a lead sulfide concentrate, a copper sulfide concentrate, and a zinc concentrate.

 

In addition to the mineralized material supplied from its own mine, Yauricocha has been processing, and expects to continue processing, material from third-party sources whenever there is spare capacity in the processing facilities.

 

Recent improvements to the processing facilities include:

 

·Addition of one OK-50 flotation cell to increase Cu-Pb bulk flotation stage

 

·Installation of x-ray slurry analyzer for six streams: flotation feed, middling Zn feed, copper final concentrate, lead final concentrate, zinc final concentrate and final tailings

 

·Mechanical rod feeder for primary rod mill grinding for improved safety and production

 

·Installation of 5 DR-180 cells in the Second Zn Cleaning Flotation Stage; 4 DR-180 cells in the Third Zn Cleaning Flotation Stage in order to improve the Zn concentrate grade and to increase the nominal plant capacity up to 4000 t/d

 

·Installation of 10 DR-180 cells in the Bulk Cleaning Flotation Stage arranged in three banks, with which the flotation retention time is increased from 9 minutes to 17 minutes.

 

First Cleaning Flotation Stage (comprising 5 cells);

 

Second Cleaning Flotation Stage (comprising 3 cells); and

 

Third Cleaning Flotation Stage (comprising 2 cells).

 

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17.1Operational Results

 

Yauricocha’s recent plant performance during the period January 2019 to June 2020 is presented in Table 17-1 and the historical plant performance is shown in Table 17-2.

 

Table 17-1: Mill Tonnage and Head Grades, January 2019 to June 2020

 

Period Mineralized
Material
(tonnes)
Head Grade
Au
(g/t)
Ag
(g/t)
Pb
(%)
Cu
(%)
Zn
(%)
As
(%)
2020 Jun 78,080 0.63 61.10 1.49 1.02 3.72 0.13
2020 May 64,364 0.68 69.65 1.99 1.10 3.89 0.14
2020 Apr 60,090 0.53 69.69 1.43 1.57 2.74 0.14
2020 Mar 78,553 0.63 70.85 1.59 1.22 3.87 0.14
2020 Feb 103,764 0.66 66.01 1.60 1.09 3.81 0.14
2020 Jan 102,908 0.75 61.89 1.49 1.11 4.05 0.14
2019 Dec 110,939 0.70 59.33 1.47 1.22 3.99 0.13
2019 Nov 101,862 0.55 58.74 1.66 0.93 4.09 0.15
2019 Oct 108,900 0.56 62.27 1.52 1.01 4.07 0.13
2019 Sep 100,030 0.51 63.02 1.54 1.11 3.57 0.15
2019 Aug 106,988 0.59 66.77 1.82 1.14 3.94 0.14
2019 Jul 100,221 0.64 69.25 1.69 1.11 3.86 0.15
2019 Jun 99,588 0.55 68.84 1.80 1.09 3.58 0.13
2019 May 101,502 0.65 59.55 1.50 0.94 3.33 0.14
2019 Apr* 53,075 0.61 59.25 1.29 1.12 3.02 0.14
2019 Mar* 51,707 0.59 64.91 1.48 1.17 3.29 0
2019 Feb 88,010 0.59 63.08 1.28 1.06 3.57 0
2019 Jan 94,097 0.50 63.15 1.61 0.85 3.70 0
Total 1,604,679 0.61 64.10 1.58 1.09 3.72 0.12

Source: Sierra Metals, 2020

* production in March and April 2019 was affected by a strike at the mine.

 

CK November 2020

 

  

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Table 17-2: Yauricocha Polymetallic Circuit, 2013 to 2020* Performance

 

Period Stream Tonnes

Tonnes/day
(@ 365 d/y)

Concentrate Grade Metal Recovery

Au
(g/t)

Ag
(g/t)

Pb
(%)

Cu
(%)

Zn
(%)

Au
(%)

Ag
(%)

Pb
(%)

Cu
(%)

Zn
(%)

2013 Mineralized Material 641,268 1,757   83.0 1.5 0.7 4.1   100.0 100.0 100.0 100.0
Cu Con. 12,728 35   1,058.0 2.8 23.2 6.4   25.2 3.7 70.6 3.1
Pb Con. 14,258 39   1,300.0 53.4 1.8 5.9   34.7 80.0 6.3 3.2
Zn Con. 45,412 124.4   122.0 0.6 1.0 50.8   10.4 3.0 10.8 88.7
2014 Mineralized Material 703,713 1,928   84.0 1.8 0.7 4.0   100.0 100.0 100.0 100.0
Cu Con. 12,782 35   1,115.0 2.1 26.4 6.8   24.2 2.1 68.0 3.1
Pb Con. 18,055 49   1,398.0 58.6 1.5 4.9   42.8 83.9 5.3 3.2
Zn Con. 48,657 133   115.0 0.8 1.4 50.6   9.5 3.1 13.2 88.5
2015 Mineralized Material 618,460 1,694   79.0 1.6 0.6 3.4   100.0 100.0 100.0 100.0
Cu Con. 8,145 22   1,278.0 2.3 27.8 4.1   21.4 1.8 65.3 1.6
Pb Con. 14,463 40   1,656.0 59.5 1.1 4.3   49.3 85.7 4.7 2.9
Zn Con. 37,587 103   91.0 0.6 1.2 50.7   7.1 2.1 13.4 90.1
2016 Mineralized Material 698,872 1,915 0.5 80.3 1.8 0.6 3.9 100.0 100.0 100.0 100.0 100.0
Cu Con. 9,068 25 3.1 1362.6 2.1 26.3 6.8 8.1 22.0 1.5 61.3 2.3
Pb Con. 18,014 49 1.7 1470.8 59.0 1.2 4.8 9.1 47.2 86.3 5.6 3.1
Zn Con. 47,573 130 0.4 95.2 0.7 1.2 51.5 4.9 8.1 2.6 14.2 88.9
2017 Mineralized Material 966,138 2,647 0.6 66.0 1.5 0.7 3.9 100.0 100.0 100.0 100.0 100.0
Cu Con. 16,412 45 2.7 920.5 2.4 26.9 7.6 8.4 23.7 2.8 67.3 3.3
Pb Con. 21,731 60 1.8 1242.3 56.8 2.5 5.5 7.4 42.3 86.9 8.4 3.2
Zn Con. 65,671 180 0.4 110.8 0.9 1.4 51.4 5.3 11.4 4.0 14.2 89.4
2018 Mineralized Material 985,679 2,700 0.6 58.4 1.3 0.9 3.8 100.0 100.0 100.0 100.0 100.0
Cu Con. 21,940 60 2.2 677.4 2.3 28.1 7.5 8.4 25.8 3.8 70.1 4.4
Pb Con. 20,146 55 2.2 1087.5 56.1 3.3 5.7 7.6 38.1 85.8 7.5 3.0
Zn Con. 65,823 180 0.5 101.4 0.8 1.8 50.9 5.2 11.6 4.1 13.4 88.7
2019 Mineralized Material 1,092,410 2,993 0.6 63.9 1.6 1.1 3.7 100.0 100.0 100.0 100.0 100.0
Cu Con. 30,931 85 2.3 593.9 1.8 29.4 6.0 11.0 26.3 3.2 76.9 4.6
Pb Con. 26,574 73 2.1 1131.6 57.6 2.4 5.5 8.4 43.1 88.8 5.4 3.6
Zn Con. 69,863 191 0.5 90.6 0.6 1.7 51.0 4.9 9.1 2.6 10.1 88.0
2020* Mineralized Material 483,509 2,657 0.7 66.3 1.6 1.2 3.7 100.0 100.0 100.0 100.0 100.0
Cu Con. 17,127 94 1.9 531.5 1.9 25.4 5.9 10.4 28.4 4.3 76.4 5.6
Pb Con. 13,972 77 2.2 996.4 47.9 2.1 4.0 9.5 43.4 87.2 5.1 3.1
Zn Con. 38,925 214 0.4 76.9 0.6 1.5 40.5 5.1 9.3 3.0 10.6 87.5

Source: Sierra Metals, 2020

* January to June 2020

 

CK November 2020

 

 

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The following observations are made:

 

·Mineralized material fed to the mill totalled 1,604,679 tonnes, or equivalent to a monthly average of 89,149 tonnes, and 2,972 tonnes of daily average throughput, which closely compares to Yauricocha’s nominal plant capacity of 3,000 tpd.

 

·Fresh feed tonnage appears to show a seasonal fluctuation, with lower throughput at the beginning of each year’s second quarter. This is likely due to the rainy season in the Andes’ highlands where Yauricocha is located.

 

·Head grades appear reasonably consistent over the period with averages of 0.61 g/t Au, 64.1 g/t Ag, 1.58% Pb, 1.09% Cu, 3.72% Zn, and 0.12% As.

 

Yauricocha’s overall concentrate production and metal recovery to concentrates is presented in Table 17-3 and Figure 17-1. The 18-month period from January 2019 to June 2020 shows a total concentrate production of 187,477 tonnes equivalent to approximately 347 tpd that is trucked offsite to a point of sale. The deportment of metals to concentrates (metal recovery) reached 24.5% Au, 79.4% Ag, 94.5% Pb, 92.3% Cu, 96.1% Zn, and 54.8% As.

 

Consistent with changes in the mineralized material throughput, concentrate production appears lower during the rainy season. Metal recoveries appear reasonably stable for all metals except for silver that suggest an upward trend towards 80% to 85% range by middle 2020. Arsenic, a deleterious element, showed a spike to 75% to 80% range in recovery in late 2019 and early 2020, but was brought back to its historical 50% range values afterwards.

 

Source: Sierra Metals, 2020

 

Figure 17-1: Yauricocha Mill Concentrate Production and Recoveries

 

CK November 2020

 

 

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17.2Polymetallic Circuit

 

Yauricocha polymetallic circuit has a nominal capacity of 4,000 tpd. During the period of January 2019 to June 2020, zinc concentrate accounts for the largest concentrate tonnage produced from the polymetallic circuit with 101,230 tonnes or 55% of the total tonnage produced. Copper concentrate accounts for 24% or 42,285 tonnes produced. Lead concentrate accounts for 21% or 38,169 tonnes produced.

 

17.2.1Copper Concentrate

 

The deportment of copper minerals to copper concentrate during the period of January 2019 to June 2020 achieved a 76.9% recovery; resulting in a concentrate grade averaging 29.7% Cu during the period; this grade is within the typical values of commercial concentrates in the industry.

 

It is likely that Yauricocha is paying penalties and receiving credits for the presence of other metals in its copper concentrate as follows:

 

·Pb, Zn are likely penalized.

 

·Arsenic is a deleterious element that grades in the 2% to 3% range and is therefore likely triggering penalties. Note that arsenic is preferably recovered with copper minerals into the copper concentrate at 45.3% recovery.

 

·In terms of precious metals, the gold content at approximately 2 g/t is in the lower end of what is typically paid by smelters and traders.

 

·Silver at approximately 606.5 g/t is a credit metal for this concentrate.

 

17.2.2Lead Concentrate

 

The deportment of lead minerals to the lead concentrate during the period of January 2019 to June 2020 achieved an 88.3% recovery resulting in a concentrate grade of 57.6% Pb which falls within typical commercial quality. Copper and zinc are at values high enough to trigger penalties. Arsenic is under the penalty threshold. Gold content is low for a concentrate and as such may or may not trigger credit payment.

 

Silver is preferably deported to lead concentrate at 43.5% recovery and grading 933 g/t to 1,244 g/t is a credit metal for this concentrate.

 

17.2.3Zinc Concentrate

 

The deportment of zinc minerals to the zinc concentrate during the period of January 2019 to June 2020 achieved an 87.9% recovery resulting in a concentrate grade of 50.7% Zn which falls within typical commercial quality. The presence of other base metals in the zinc concentrate is low enough that they may not trigger penalty payments. Arsenic grade is negligible at 0.05% and therefore not a cause of penalty payments. Gold grade at 0.48 g/t is below the level of credit payment. Silver recovery to zinc concentrate averaged 9.2% translating to 2.96 oz/tonne grade in concentrate and therefore a credit contributor to the value of the zinc concentrate.

 

CK November 2020

 

 

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17.3Oxide Circuit

 

Yauricocha oxide circuit has a nominal capacity of 600 tpd and is currently underutilized due to the shortage of oxide minerals in the zones currently being mined. The oxide circuit’s average throughput has consistently decreased (Table 17-3) from approximately 546 tpd in 2013, 512 tpd in 2014, 571 tpd in 2015, 342 tpd in 2016, 97.6 tpd in 2017 and 14.4 tpd in 2018. No oxide mineralized material processing is reported for the January 2019 to June 2020 period.

 

Silver deportment has varied significantly with the different oxide mineralized materials processed throughout the years in the oxide circuit. Silver was preferentially deported to the lead oxide concentrate in 2013 reaching a recovery of 37.4%.

 

During the year 2018, the behavior of silver did not show a marked preference reaching 25.9% recovery in the copper oxide concentrate. In 2018, gold preferably deported to the copper oxide concentrate reaching 18.8% and concentrate grade of 1.3 g/t Au.

 

Table 17-3: Yauricocha Oxide Circuit, 2013 to 2018 Performance

 

Period Stream Tonne

Tonnes/day
(@365 d/y)

Concentrate grade Recovery
Au
(g/t)

Ag
(g/t)

Pb
(%)
Cu
(%)

Zn
(%)

Au
(%)
Ag
(%)
Pb
(%)
Cu
(%)
Zn
(%)
2013 Mineralized Material 199,443 546.0   275.1 7.6 0.7 1.7   100.0 100.0 100.0 100.0
Pb Ox Con. 19,756 54.0   1,037.8 46.6 0.8 2.7   37.4 60.7 12.0 15.5
Cu Ox Con. 355 1.0   605.3 4.3 20.7 16.6   0.4 0.1 5.4 1.7
2014 Mineralized Material 186,701 512.0   222.3 8.5 0.7 1.6   100.0 100.0 100.0 100.0
Pb Ox Con. 22,843 63.0   906.9 46.5 0.7 2   49.9 66.7 12.1 15.3
Cu Ox Con. 970 3.0   340.1 10.7 18.6 1.9   0.8 0.7 13.2 0.6
2015 Mineralized Material 208,543 571.0   170.8 6.8 0.9 1.9   100.0 100.0 100.0 100.0
Pb Ox Con. 20,459 56.0   843.9 44.8 0.9 2   48.5 64.8 10.0 10.1
Cu Ox Con. 1,272 3.0   131.9 7.2 20.5 3.5   0.5 0.6 14.4 1.1
2016 Mineralized Material 124,867 342.0 0.9 144.2 6.0 1.1 2.5 100.0 100.0 100.0 100.0 100.0
Pb Con. 2,513 7.0 11.7 1413.8 25.5 1.4 17.7 25.5 19.7 8.5 2.6 14.2
Pb Ox Con. 9,648 26.0 3.1 554.8 42.5 1.3 2 26.2 29.7 54.4 9.1 6.1
Cu Ox Con. 2,194 6.0 0.7 120.4 5.7 21.2 3.8 1.3 1.5 1.7 32.9 2.7
2017 Mineralized Material 35,635 97.6 0.4 54.1 1.0 4.1 2.8 100.0 100.0 100.0 100.0 100.0
Cu Ox Con. 3,839 10.5 1.1 207.1 3.4 22.2 6.8 28.5 41.2 36.4 57.8 25.9
2018 Mineralized Material 5,263 14.4 0.6 70.6 1.7 4.7 5.6 100.0 100.0 100.0 100.0 100.0
Cu Ox Con. 445 1.2 1.3 216.8 4.2 18.3 15.2 18.8 25.9 21.2 32.8 22.7

Source: Sierra Metals, 2020

 

The lead concentrate produced from the oxide circuit has consistently resulted in lead grade below typical market values; it also represents a small tonnage when compared to the lead sulfide concentrate produced from the polymetallic circuit. All lead concentrate streams are blended in a single concentrate thickener to become a single final lead sulfide concentrate stream.

 

CK November 2020

 

 
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17.4Processing Methods

 

Yauricocha operates a conventional concentrator flowsheet. Mine trucks deliver polymetallic mineralized material and oxide mineralized material to their respective coarse mineralized material bins (Figure 17-2). The single crushing plant batches mineralized material that is delivered to dedicated mineralized material bins to each processing line. Each process line includes a grinding stage and a sequential differential flotation plant. Concentrate streams are diverted to a dedicated thickener that feeds a concentrate filter.

 

The detailed flowsheets for the polymetallic and oxide plants are presented in Figure 17-3 and Figure 17-4 respectively.

 

CK November 2020

 

 

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Source: Sierra metals, 2020

 

Figure 17-2: Yauricocha Block Flow Diagram

 

CK November 2020

 

 

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Source: Sierra Metals, 2020

 

Figure 17-3: Flowsheet Polymetallic Plant

 

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Source: Sierra Metals, 2020

 

Figure 17-4: Flowsheet Oxide Plant

 

CK November 2020

 

 

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17.5Plant Design and Equipment Characteristics

 

Yauricocha uses conventional concentration equipment and the operation is completely manual. An online x-ray analyzer is being installed that will allow for real-time control of the process. Both circuits have a flotation feed target of approximately P80 = 104 micrometres, which is monitored manually using a Marcy scale.

 

Yauricocha is increasing Pb-Cu bulk flotation time by installing one OK-50 flotation cell and replacing smaller, older cells in the zinc circuit. Overhaul of its concentrate thickener with torque monitoring and a rake positioning system is planned in 2020 to improve underflow slurry density and increase concentrate filtration capacity. Work continues to de-bottleneck the plant to maximize capacity.

 

Table 17-4 summarizes the major process equipment at the process facility.

 

Table 17-4: Yauricocha Plant, Major Process Equipment

 

Area Equipment Specification # Units kW
Crushing Jaw crusher 10 inch x 24 inch 1 45
Oxide Rod mill 7 ft x 12 ft 1 360
Oxide Ball Mill 5 ft x 6 ft 1 63
Oxide Flotation cell 7 ft x 7 ft 1 30
Oxide Flotation cell Denver 60 22 11
Oxide Flotation cell OK 1.5 33 22
Oxide Flotation cell SP 18 14 7
Oxide Flotation cell Denver 100 8 45
Oxide Pb Ox Con. Thickener (Con. Cu) 50 ft x 10 ft 1 6
Oxide Pb Ox Press filter (Con. Cu) 1,200 x 1,200 1  
Polymetallic Jaw crusher 24” x 36” 1 45
Polymetallic Cone crusher 4 ft 1 75
Polymetallic Ball Mill 8 ft x 10 ft 1 360
Polymetallic Ball Mill 8 ft x 6 ft 3 186
Polymetallic Rod mill 7 ft x 12 ft 1 186
Polymetallic Flotation cell SK 240 2  
Polymetallic Flotation cell OK 30 3  
Polymetallic Scavenger Flotation cell (Zn) DR-300 8 238.6
Polymetallic First Cleaning Flotation cell (Zn) DR-300 3 89.5
Polymetallic Second Cleaning Flotation cell (Zn) DR-180 5 111.9
Polymetallic Third Cleaning Flotation cell (Zn) DR-180 4 89.5
Polymetallic Column cell   1  
Polymetallic Conditioner 14 ft x 14 ft 1  
Polymetallic Flotation cell (Pb/Cu) DR-180 10 223.7
Polymetallic Flotation cell Sub-A 30 12 45
Polymetallic X-Ray Slurry Analyzer Multi-Stream Analyzer 330 1  
Polymetallic Cu Con. Thickener 30 ft x 10 ft 1 4
Polymetallic Pb Con. Thickener 50 ft x 10 ft 1 1.11
Polymetallic Zn Con. Thickener 50 ft x 10 ft 1 1.11
Polymetallic Tails thickener 100 ft x 10 ft 1  
Polymetallic Pb Press filter 1,200 mm x 1,200 mm 1  
Polymetallic Zn Press filter 1,500 mm x 1,500 mm 1  

 

Source: Sierra Metals, 2020

 

CK November 2020

 

 

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17.6Consumable Requirements

 

The consumables statistics for 2020 are presented in Table 17-5 for the polymetallic and oxide circuits. All consumables arrive to Yauricocha site on truck, mostly from Callao Port in Lima.

 

Table 17-5: Polymetallic and Oxide Circuits – Consumables

 

Plant Item kg/ton of Fresh Feed
Polymetallic S04Zn 0.75
Polymetallic NaCN 0.333
Polymetallic Z-11 0.033
Polymetallic Z-6 0
Polymetallic MIBC 0.053
Polymetallic FROTHER-70 0
Polymetallic Lime 0.666
Polymetallic CuSO4 0.566
Polymetallic Sodium Metabisulfite 0.2
Polymetallic Phosphate Monos. 0
Polymetallic Z-14 0.033
Polymetallic Sodium Dic. 0
Polymetallic Zn Oxide 0.166
Polymetallic Steel balls 1 ½” Ø 0.333
Polymetallic Steel balls 2” Ø 0.466
Polymetallic Steel rods 3” Ø 0.4
Oxide Na2Si03 0
Oxide A-31 0
Oxide (NH4) S03 0
Oxide S04Zn 0
Oxide Diesel 0
Oxide Z-14 0
Oxide NaCN 0
Oxide A 407 0
Oxide CuS04 0
Oxide MT-738 0
Oxide A-404 0
Oxide MIBC 0
Oxide FROTHER-70 0
Oxide Steel balls 1 ½ “Ø 0
Oxide Steel balls 2” Ø 0
Oxide Steel balls 3” Ø 0

 

Source: Sierra Metals, 2020

 

CK November 2020

 

 

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18Project Infrastructure

 

The Project is a mature producing mine and mill and all required infrastructure is fully functional. The Project has highway access with two routes to support the Project’s needs, and the regional capital Huancayo (population 340,000) is within 100 km. Personnel travel by bus to the site and are accommodated in one of four camps. There are currently approximately 1,700 personnel on-site with 500 employees and 1,200 contractors.

 

The on-site facilities include the processing plant, mine surface facilities, underground mine facilities, tailings storage facility (TSF), and support facilities. The processing facility includes unit processes such as crushing, grinding, flotation, dewatering and concentrate separation, concentrate storage, and thickening and tailings discharge lines to the TSF. The underground mine and surface facilities include headframes, hoist houses, shafts and winzes, ventilation structures, mine access tunnels, waste storage facilities, powder and detonator magazines, underground shops, and diesel fuel and lubrication storage. The support facilities include four accommodation camps where personnel live while on site, a laboratory, change houses and showers, cafeterias, school, medical facility, engineering and administrative buildings, and miscellaneous equipment and electrical shops to support the operations.

 

The site has existing water systems to manage the Project’s water needs. Water is sourced from Ococha Lagoon, Cachi-Cachi underground mine, and recycle/overflow water from the TSF, depending on end use. Water treatment systems treat the raw water for use as potable water or for service water in the plant. Additional systems treat the wastewater for further consumption or discharge.

 

Energy for the site is available through electric power, compressed air, and diesel. The electric power is supplied by contract over an existing 69 kV line to the site substation. The power is distributed for use in the underground or at the processing facility. The current power load is 10.5 MVA with approximately 70% of this being used at the mine and the remainder at the mill and other facilities. The power system is planned to be expanded to approximately 14 MVA in 2020/2021. A compressed air system is used underground with an additional 149 kW compressor system being added, and diesel fuel is used in the mobile equipment and in the 895 kW backup electrical generator.

 

The site has permitted systems for the handling of waste including a TSF, waste rock storage facility, and systems to handle other miscellaneous wastes. The TSF has a capacity for 12 months at the current production levels. The TSF is being expanded with another lift in 2019/2020 to provide three more years of capacity. The three additional lift stages in total will provide the Project with approximately nine years of additional capacity. An on-site industrial landfill is used to dispose of the Project’s solid and domestic waste. The Project collects waste oil, scrap metal, plastic, and paper which are recycled at off-site licensed facilities.

 

The site has an existing communications system that includes a fiber optic backbone with internet, telephone, and paging systems. The security on-site is managed through checkpoints at the main access road, processing plant, and at the camp entrances.

 

CK November 2020

 

 

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Logistics to the site are primarily by truck with the three primary concentrate products being shipped by 30 t trucks to customer locations in Peru. Materials and supplies needed for the Project’s operation are procured in Lima and delivered by truck. A general location map showing the facilities is shown in Figure 18-1.

 

CK November 2020

 

 

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Source: Sierra Metals, 2020

 

Figure 18-1: Project Infrastructure Location

 

CK November 2020

 

 

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18.1Access, Roads, and Local Communities

 

The Project site is remote in the mountains of Peru and is accessed by road from Lima on the Lima-Huancayo-Yauricocha Highway; this route is approximately 260 km long and the final section of the road is unpaved. A second access uses the paved Pan-American Highway from Lima for about 137 km, and then the old Pan-American Highway and the Cañete-Yauyos highway on to Yauricocha; this route is approximately 344 km. The site has developed several gravel secondary roads for access to the mine area (to the west), mill (to the east), and tailings areas (centrally located) as well other areas of the Project. Figure 18-2 shows the routes.

 

 

 

Source: Sierra Metals, 2020

 

Figure 18-2: Routes from Lima to the Project

 

The Pachacayo railway station is located approximately 100 km north of the Project.

 

The largest community nearest to the mine is Huancayo which is located approximately 100 km to the east-northeast. Huancayo, and the surrounding communities, have a combined population of approximately 340,000 people. Huancayo is the capital of the Junin Region of Peru.

 

18.2Process Support Facilities

 

A fully developed processing facility with required support facilities exists on-site and is discussed in detail in Section 17. The plant facility includes crushing, grinding, flotation, dewatering and concentrate separation, concentrate storage, and thickening and tailings discharge lines to the TSF. The processing facility also has shops, sample laboratory, change house and shower, and engineering/administration facilities.

 

CK November 2020

 

 

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18.3Mine Infrastructure – Surface and Underground

 

The mine surface facilities include the hoists and headframes that support the operation of the shafts on-site. Additionally, the change house and dry facilities, shops, engineering, and mine administrative facilities are in place. The mine area layout is shown in Figure 18-3.

 

CK November 2020

 

 

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Source: Sierra Metals, 2020

 

Figure 18-3: Mining Area Infrastructure

 

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18.3.1Underground Access and Haulage

 

The underground mine access is through existing shafts and tunnels. The site currently has three shafts in service: Central shaft, Mascota shaft and the Cachi-Cachi shaft. The new Yauricocha shaft is currently under construction.

 

The shafts are typically used to move men and materials but can also move mineralized material and waste to the surface if necessary. The shafts are also used to move mineralized material and waste from depth to the 720-haulage level where the material is then hauled by rail from underground tunnels to the surface. All mineralized material and waste hauling to the surface is currently moved through the tunnels only.

 

18.3.2New Yauricocha Shaft

 

The new Yauricocha shaft is currently under construction and is expected to be commissioned by 2021. Shaft excavation work, including pulley chamber, above the service winch chamber with timber set installation, is now completed and the service winch has been commissioned for shaft sinking operations. Excavation of the incline rope raise was completed in May 2018 and the production hoist chamber work was completed in October 2019. Preparation for shaft sinking is ongoing with installation of a galloway and new winches for the galloway and Cryderman mucker installed. Installation of the 720-chute infrastructure and dump for sinking is also completed. Shaft sinking activities began in October 2017. The shaft will be sunk from 1097 level (past sinking depth) to the 1270 level (shaft bottom). One loading pocket is being constructed at the 1210 level. Hatch Engineering has completed the detailed engineering for the shaft material handling system. The Yauricocha shaft will utilize an 80,000 t/month capacity hoist that will be operated at 80% of capacity, and the shaft will handle both mineralized material and waste. The shaft is budgeted to cost US$31.2 million.

 

18.3.3Central Shaft and Central Incline Shaft

 

The 810 m deep Central shaft services levels 970 to 690 and has a capacity of 74 t/h for mineralized material and 67 t/h for waste. The Central incline shaft is located between the 920 level and services down to the 1070 level. The Central incline shaft is a production shaft that utilizes a 200 HP winch that pulls three 1.5 t railcars between the levels. It is currently being rehabilitated from the 410 to 465 levels by a mining contractor, Gemin Mining Construction. The rehabilitation of the 1st phase is planned for completion by April 2021 and the second phase will be completed later in 2021. The reinforcement of this 1st phase consists of ring sets of reinforced concrete and H beams, shotcrete with bolts and mesh.

 

18.3.4Mascota Shaft

 

The Mascota shaft is able to move 135 t/h of mineralized material and 110 t/h of waste. The 920 m deep Mascota shaft services the 1100 to 680 levels. The Mascota shaft utilizes a new Hepburn hoist and is able to move approximately 105,000 t/month to the 1430 level. Commissioning was completed in December 2016. The Mascota shaft timber sets were refurbished in 2018 with shaft timber sets cleaned of mineralized material and timber sets reinforced and any missing wall liners replaced. Additionally, the 1120 development drift was excavated in 2018 for shaft bottom clean up.

 

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18.3.5Cachi-Cachi Shaft

 

The Cachi-Cachi shaft provides access to the 870-level shaft bottom at 910 level and handles only Cachi-Cachi zone waste and mineralized material.

 

18.3.6Subsidence in Central and Mascota Zones

 

The subsidence associated with the SLC extraction method currently impacts the central shaft, which is why it is in rehabilitation by a mining contractor, Gemin Mining Construction from the 410 to 465 levels as the 1st phase, and then will continue in 2021 to the 520 level.

 

There is constant monitoring of the deformation and inclination of the shaft with two inclinometers of 150 m each installed parallel to the axis of the shaft. Additionally, settlement and displacement vectors are superficially monitored with a TM50 Leica robotics equipment.

 

The Mascota Pique Impact has been eliminated to date; therefore, the surface winch has been relocated to level 720 where no subsidence impact has yet been shown.

 

18.3.7Tunnel Haulage

 

The existing primary haulage is through the 4 km Klepetko tunnel (3 m high x 3 m wide) located on level 720. The haulage is achieved by 20 t electric trolley locomotive with cars of 3.1 to 4.5 m3 size.

 

The new Yauricocha tunnel excavation (3.5 m x 3.5 m) was completed from the surface (Chumpe) in April 2017. The tunnel is 4.7 km in length and accesses the mine at the 720 level. The tunnel was added to increase the flexibility of haulage and to de-bottleneck haulage that previously could only occur out of the Klepetko tunnel. The new Yauricocha tunnel also serves as a ventilation conduit. The tunnel infrastructure was installed with tunnel commissioning and close out was completed in December 2018. The Project costs were US$4.85 million.

 

18.3.8Ventilation

 

The underground mine has a ventilation system that supports the Cachi-Cachi mine and a separate ventilation system that supports the Central mine.

 

The ventilation system at Cachi-Cachi is an intake system that pulls fresh air through the Klepetko tunnel and the main decline (Bocamina 410) at Cachi-Cachi. The air exhausts through three boreholes at the surface, Borehole (Chimera) 919, the Rossy borehole, and the Raquelita borehole. A SIVA 139 HP primary fan is located at Borehole 919 (level 300) and pulls approximately 50,000 cfm. The air moves into the mine through the main decline and down to lower levels of the mine through the shaft to where production is in progress, then the air is exhausted through vent raises and shafts to the surface. Ventilation doors are installed, and booster fans are used throughout the mine to maintain air volume and quality.

 

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The ventilation system at the Central mine intakes air from the Central mine main decline, the Mascota and Central shafts, Raise Bore #3, and the Klepetko tunnel. The intake air is approximately 159,000 cfm. The air exhausts through Raise Bore #2 and Raise Bore #1. The primary fans are located at these locations with a Joy 180 HP fan at Raise Bore #1 and a Joy 200 HP fan at Raise Bore #2. Air is pulled through the workings and routed with ventilation doors and booster fans to maintain air volume and quality.

 

18.4Additional Support Facilities

 

Project employees live on-site in four accommodation camps, plus a hotel, with total accommodation facilities for approximately 2,000 people. The camps include the supervisory camp, the mill camp, and the mining camp that also houses mining contractors. There are approximately 2,000 people (700 employees/1,300 contractors) currently working on the site. The camps include, dining facilities, exercise facilities, and housing facilities.

 

Other general facilities include engineering and geology, safety, and environmental offices and buildings. A health clinic on-site is staffed by a National Health Service doctor. There are additional underground shops, explosives and detonator magazines, and fuel and oil storage facilities.

 

The construction of a new cafeteria is underway and a delay in the construction was due to the Covid pandemic; however, the project, which to date is 45% complete, will be completed in 2021 at an estimated cost of US$3.0 million.

 

18.5Water Systems

 

18.5.1Water Supply

 

Water is sourced from Uñascocha Lake, Acococha Lagoon, Mishquipuquio Spring, the Klepetko tunnel and recycle/overflow water from the TSF, depending on end use. The location of the two lakes can be seen in Figure 18-1. The quality of water and general use is summarized in Table 18-1.

 

Table 18-1: Makeup Water Source and Use

 

Source Volume
(L/sec)
Use
Acococha Lagoon 4 Mining compressor and offices: 1.5 L/sec
Yauricocha Camp: 1.5 L/sec
Mishquipuquio Spring 2 Chumpe Camp: 1.5 L/sec
Klepetko Tunnel 40 Concentrator Plant: 1.3 L/sec

Source: Sierra Metals, 2020

 

18.5.2Potable Water

 

Water is sourced from Ocococha Lake and treated by the on-site water treatment systems for potable water consumption. There are two potable water plants on the site. At Chumpe, there is a conventionally operated multimedia filter plant (40 µm – gravel, sand) with 5 µm filters and cleaning of the water by hypochlorite. The system operates at 1.3 L/sec. At Yauricocha, a physical sedimentation stage is used, followed by treatment with hypochlorite. The system operates at 2 L/sec.

 

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18.5.3Service Water

 

Service water is used primarily at the Chumpe mill and small quantities are used for dust control on the mine surface operations. The service water is sourced from the Cachi-Cachi underground mine and delivered through the Klepetko tunnel. Additional service water is obtained from the TSF facilities. If these sources require supplementation, additional water is obtained from the Uñascocha and Ocococha lakes.

 

18.5.4Water Treatment

 

Wastewater from the Chumpe mill and the mine is treated at the Klepetko wastewater treatment plant. The plant has a capacity of 1,000 L/sec. The treated effluent is re-used in the mill with excess discharged to the Chumpe River. Sludge generated by the treatment plant is placed in the TSF. Domestic wastewater from the camps is treated by one of the two wastewater treatment plants. The plants have a total capacity of 1.7 L/sec.

 

18.6Energy Supply and Distribution

 

18.6.1Power Supply and Distribution

 

The current total electrical load for the Project is 10.8 MVA. The primary power is provided through Sistema Interconectado Nacional (SINAC) to the Oroya Substation. A three phase, 60 hertz, 69 kV power line owned and operated by Statkraft (SN Power Peru S.A.) through its subsidiary, Electroandes S.A., delivers electricity from the Oroya Substation to the Project substation at Chumpe. Power is delivered at 69 kV line voltage to the mine and processing plant substations and approximately 4.8 MVA is supplied to the mine, 5.3 MVA is supplied to the processing plant and 0.7 MVA is supplied to the camp.

 

The powerlines to the plant and mine were upgraded in 2017 to 69 KV to provide more reliable power supply to the Project. Additional load is planned and some of the additional load occurred in 2017 including the addition of a hoist, raise bore equipment, diamond drilling equipment. The load will increase by approximately 1 MVA due to the installation of the pumping system in mine and will increase by a further 2 MVA for additional hoist capacity to be installed in 2021. A 0.5 MVA increase at the plant occurred in 2019 due to the addition of a 372.5 kW tailings pump. The additional load will be addressed by installation of transformers to increase the capacity of the mine to 9.5 MVA and the plant to 6 MVA. The power supply can be met by the existing 69 kV power system.

 

Statkraft owns, operates, and is responsible for maintenance of the Chumpe substation. 895 kW of backup generation is available through a CAT 3512B backup generator. The Project completed the addition of a 12.6 kV overhead ring line that allows the mine backup generator to be used for emergency loads in the processing plant and the Cachi-Cachi Zone. The Project has a 10-year power supply contract that was signed in November of 2013 and runs through October 2023.

 

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18.6.2Compressed Air

 

The mine uses compressed air for powering air chutes, drilling equipment, small pumps, and miscellaneous tools. The system includes compressors and tanks at the surface with piping distributing the compressed air throughout the mine. A 149 kW Compressor was added in 2018 to improve the compressed air system.

 

The mill has a smaller compressed air system for control air and miscellaneous tools.

 

18.6.3Fuel

 

The Project has diesel storage tanks on-site that store fuel for use in surface mining equipment and can be transferred to the underground fuel storage facilities. These tanks have been in use for a number of years and there are two sets of fuel tanks with a total capacity of approximately 104,000 L. The first group of tanks is located at the Chumpe plant and have a total capacity of just over 68,000 L. The Chumpe tanks provide approximately 30 days of fuel supply at an average consumption of 2,100 L/d. The second set of four tanks is located near the Yauricocha Mine and has a total capacity of approximately 36,000 L. Approximately 5,700 L/d are used from the mine tanks that provide approximately six days of storage.

 

Fuel is purchased from vendors in Huancayo and transported to the site by truck. The 2020 fuel cost is approximately US$2.91/gal. Table 18-2 and Table 18-3 show storage capacities of the two fuel storage areas.

 

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Table 18-2: Chumpe Diesel Storage Capacity (US Gallons and Litres)

 

Chumpe Location US Gallons Litres
Tank 01 3,384 12,810
Tank 02 1,127 4,266
Tank 03 2,230 8,441
Tank 04 2,230 8,441
Tank 05 3,064 11,598
Tank 06 6,000 22,712
Total Chumpe Capacity 18,035 68,270

Source: Sierra Metals, 2020

 

Table 18-3: Yauricocha Location Diesel Storage Capacity (US Gallons and Litres)

 

Yauricocha Location US Gallons Litres
Tank 07 4,354 16,482
Tank 08 1,643 6,219
Tank 09 1,457 5,515
Tank 10 2,042 7,730
Total Yauricocha Capacity 9,496 35,946

Source: Sierra Metals, 2020

 

18.7Tailings Management Area

 

Tailings from the Chumpe mill are stored in on-site tailings facilities. The tailings undergo flocculation and settling and are then processed through a thickener and piped to the existing permitted TSF. The dam up to Stage 7 has a capacity of 7,773 km3. Currently, the construction of Stage 5 Phase 1 (4531 masl) has been completed for a capacity of 1,003 km3. The construction of Phase 2 of Stage 5 (4533 masl) is to be restarted in November 2020, continuing with Stage 6 in 2021 and Stage 7 in 2022. Table 18-4 shows some of the parameters of the Stage 5 expansion.

 

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Table 18-4: Tailings Storage Facility (Stage 5 Expansion)

 

Description Phase 1
Berm level 4,529.00 masl
Level of storage 4,526.00 masl
Projected level of final berm (Phase 1) 4,531.00 masl
Maximum storage level 4,528.50 masl
Freeboard 2.50 m
Berm width 8.00 m
Upstream slope vertical
Downstream slope 2.5H:1V
Volume of dam fill material 382,837.71 m3
Horizontal projection area of ​​the TSF 408,747.09 m2
Volume of stored tailings material 1,003,937.46 m3
Horizontal projection area of ​​dike footprint 25,177.83 m2
Growth Phases (Stage 5) Phase 01: 4,531 masl
Phase 02: 4,533 masl
Additional life of TSF - Phase 01 1.47 years
Description Phase 2
Berm level - Stage 4 4,529.00 masl
Maximum tailings level – prior to Stage 4 4,526.00 masl
Projected level of final berm (Phase 2) 4,533.00 masl
Maximum storage level 4,531.50 masl
Freeboard 1.50 m
Berm width 8.00 m
Upstream slope Vertical
Downstream slope 2.5 H:1V
Horizontal projection area of ​​the TSF 430,812.39 m2
Volume of stored tailings material 2,262,507.46 m3
Horizontal projection area of ​​dike footprint 32,745.31 m2
Volume of dam fill material 383,006.70 m3

 

18.7.1Expansion of TSF (Stage 5 and 6)

 

Sierra engaged Geoservice Ingenieria (GI) to design the TSF expansion for Stages 5 to 7 with a priority on Stage 5, which will resume Phase 2 in November 2020. SRK didn’t undertake a review of the designs. GI was contracted in 2013 by Sierra Metals to design approximately 10 years of additional capacity. The future tailings storage for the Project will incorporate three additional 4 m raises to the existing TSF. The three raises are called Stage 5, 6, and 7. GI reviewed the previous design study by Klohn Crippen Berger (April 2009) and the GI report from October 2013. A topography surface was provided by Sierra in 2013. GI reviewed the site hydrology, geology, hydrogeology, seismic risk, and designed the TSF facility raises.

 

The TSF key design elements are summarized in Table 18-5.

 

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Table 18-5: Yauricocha Key Design Elements for TSF Expansion Stages 5, 6, and 7

 

Design Item Units Stage 5 Stage 6 Stage 7
Altitude of crest, previous stage masl 4,529 4,533 4,537
Maximum altitude of tailings, previous stage masl 4,526 4,531 4,535
Height of extra elevation, this stage m 4 4 4
Altitude of crest, this stage masl 4,533 4,567 4,541
Maximum level of storage masl 4,531.50 4,535 4,539
Freeboard m 1.5 2 2
Width of crest m 8 8 8
Length of Dam m 305 372 425
Inclination of Upstream grade Vertical
(strengthened
ground)
Vertical
(strengthened
ground)
Vertical
(strengthened
ground)
Inclination Downstream grade 2.5H: 1.0V 2.5H: 1.0V 2.5H: 1.0V
Volume of excavation/conformation m3
excavation/ m3 fill
13,170 /
383,006.7
13,170 /
386,006.7
13,170 /
383,006.7
Storage m3/t 2,046,385 /
2,864,939
1,789,140/
2,504,796
1,930,550/
2,702,770
Useful Life years - (months) 3.22 (38.6) 2.82
(33.8 months)
3.04 (36.5)

Source: Sierra Metals, 2020

 

The designs of Stages 5, 6, and 7 yield a total storage of approximately 5.8 Mm3 or 8.1 Mt of tailings, which yields approximately nine years of storage at the projected annual tailings deposition rate of 780,000 m3/y and an average tailings density of 1.4 t/m3.

 

Table 18-6 summarizes the results of the study and projected direct capital cost of the raises.

 

Table 18-6: Yauricocha Summary Design Results for TSF Expansion Stages 5, 6, and 7

 

Stage Volume
(m3)
Capacity
(t)
Years

Direct Capital Cost

(US$)

Unit Cost per Ton Tailings

(US$/t)

5 2,046,385 2,864,939 3.2 $3,736,749 $1.30
6 1,789,140 2,504,796 2.8 $1,958,392 $0.78
7 1,930,550 2,702,770 3 $2,493,605 $0.92
Total 5,766,075 8,072,505 9.1 $8,188,747 $1.01

Source: Sierra Metals, 2020

 

18.8Waste Rock Storage

 

Waste rock generated by the Project is used as backfill underground with the remainder transported to the surface, primarily through the Klepetko tunnel. There is an existing 1.2 Mm3 waste rock storage area on the surface, and in historic open pits, that are proximate to the shaft area that will be backfilled as a reclamation requirement. Some development material will be hoisted through the shafts to backfill the pit. The trucking of waste from the plant location into an open pit is ongoing with 2018 tonnage of 454,528 t, 434,006 t in 2019 and 150,369 t from January to June 30, 2020.

 

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There is a borrow area on site for general construction purposes and to support tailings construction.

 

18.9Other Waste Handling

 

Two on-site landfills are used to dispose of the Project industrial and sanitary waste. The Project collects waste oil, scrap metal, plastic, and paper which are recycled at off-site facilities.

 

18.10Logistics

 

Materials and supplies needed for the Project operation are procured in Lima and delivered by truck. Labor is bussed to the site on the existing highways and roads from Lima or Huancayo.

 

The concentrates produced by the Project are transported overland by 30 t trucks to the refinery. Costs for transportation, insurance, and related charges are included in the treatment costs for concentrates. The concentrates are processed by a smelter in Peru with treatment and refining charges agreed to in advance under annual contracts.

 

18.11Off-Site Infrastructure and Logistics Requirements

 

The Project has no off-site infrastructure of significance and the five concentrate products are trucked to customer locations in Peru. The products consist of lead sulfide concentrate, copper concentrate (polymetallic), zinc concentrate, and lead oxide concentrate.

 

18.12Communications and Security

 

The site has an existing communications system that includes local internet, a fiber optic backbone, a telephone system, and an underground telephone system. A paging system is also available at the plant and mine.

 

There are security checkpoints at the main access road, the mill site, and at the camp entrance.

 

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19Market Studies and Contracts

 

Yauricocha is a polymetallic operation that currently produces lead, zinc and copper concentrates, which are sold to various smelters with slightly different specifications. Yauricocha currently holds contracts for the provision of its various concentrates, these contracts were not reviewed by SRK, but their terms were included in the provided technical economic model. The terms appear reasonable and in line with similar operations SRK is familiar with. No material concentrate contract changes are expected in the foreseeable future.

 

The payable metals produced from the Yauricocha concentrates are zinc, copper, silver, lead and gold. These commodities are traded on various metals exchanges. Long term (LT) metal prices were provided by Sierra Metals and have been derived from the August 2020 CIBC Global Mining Group Analyst Consensus Commodity Price Forecast.

 

In SRK’s opinion the prices used are reasonable for the statement of Mineral Resources. The metal price assumptions are presented in Table 19-1.

 

Table 19-1: Metal Price Forecast

 

Metal Unit 2020 2021 2022 2023 LT
Au $/oz 1,755 1,907 1,782 1,737 1,541
Ag $/oz 19.83 24.12 22.22 22.47 20
Cu $/lb 2.65 2.86 2.89 2.93 3.05
Pb $/lb 0.82 0.87 0.89 0.9 0.91
Zn $/lb 0.94 0.99 1.04 1.04 1.07

 

Source: CIBC Global Mining Group, Analyst Consensus Commodity Price Forecast, August 2020

 

Metal price forecasts are based upon forward-looking information. This forward-looking information includes forecasts with material uncertainty which could cause actual results to differ materially from those presented herein.

 

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20 Environmental Studies, Permitting, and Social or Community Impact

 

20.1Required Permits and Status

 

20.1.1Required Permits

 

Sierra has all relevant permits required for the current mining and metallurgical operations to support a processing rate of 3,000 t/d. The current regulation allows the operation to have a 5% additional as an average through the year, which allows the operation to process a maximum average of 3,150 tpd. These permits include operating licenses for the plant as well as for the waste disposal facility (tailings dam), mining and process concessions, capacity extension permits, exploration permits and their extensions, water use license, discharge permits, sanitary treatment plants permit, and environmental management instruments, among others.

 

Sierra also has an Environmental Management Plan and a Community Relations Plan, both approved in the current 2019 Environmental Impact Assessment (EIA). Among the relevant permits, the following are highlighted:

 

·Land ownership titles;

 

·Public registrations (SUNARP) of:

 

Process concession;

 

Mining concession;

 

Constitution of “Acumulación Yauricocha”; and

 

Land ownership and Records owned property (land surface) and lease.

 

·2016 water rights; and

 

·2019 EIA.

 

20.1.2State of Approved Permits

 

Table 20-1 lists Sierra’s permits and licenses which has been prepared based on reports of the Ministry of Energy and Mines (MINEM), Public Registry of Mining (current INGEMMET), National Water Authority (ANA), National Public Registry Authority (SUNARP), General Directorate of Environmental Health (DIGESA), notary and information provided by Sierra.

 

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The following permits were not available for review:

 

·Mine ventilation permits;

 

·2019 Closure Plan financial guarantee accreditation;

 

·2019 mining concessions proof of payment; and

 

·2019 processing concession proof of payment.

 

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Table 20-1: Approved Operation and Closure Permits

 

Date Expiry
date
Status Issued
By
Permits/Licensees Document
Environmental Management Instruments
Plan de Adecuación y Manejo Ambiental (PAMA), Informe Técnico Sustentatorio (ITS) and Environmental Impact Assessment (EIA)
1/13/1997   Valid MINEM Approval of the PAMA (Plan de Adecuación y Manejo Ambiental), Environmental Adjustment and Management Program of the Yauricocha Production Unit of CENTROMIN located in the district of Alis, province of Yauyos and department of Lima Directorate Resolution N° 015-97-EM/DGM
5/23/2002   Valid MINEM Approval of the modification of the implementation of the PAMA of the Yauricocha Production Unit by CENTROMIN Directorate Resolution N° 159-2002-EM-DGAA
2/8/2007   Valid MINEM Approval of the implementation of the PAMA “Yauricocha" Administrative Economic Unit by Sierra. Directorate Resolution N° 031-2007-MINEM- DGM
Report N° 963-2006-MINEM-DGM-FMI-MA
6/9/2015   Valid MINEM Conformity of the Supporting Technical Report (ITS, Informe Técnico Sustentatorio) to the PAMA for "Expanding the capacity of the Processing Plant Chumpe of the Accumulated Yauricocha Unit from 2500 to 3000 TMD", presented by Sierra. Directorate Resolution N° 242-2015-MINEM- DGAAM
Report N° 503-2015-MINEM.DGAAM-DNAM-DGAM-D
11/12/2015   Valid MINEM Conformity of the second Supporting Technical Report (ITS) to the PAMA for "Technological improvement of the domestic wastewater treatment system " PAMA Accumulation Unit Yauricocha presented by Sierra. Directorate Resolution N° 486-2015-MINEM- DGAAM
Report N° 936-2015-MINEM-DGAAM-DNAM-DGAM-D
7/3/2017   Valid MINEM Approval of the third amendment of the ITS to the PAMA for “Addition of new equipment and infrastructure in the Chumpe concentrator plant process” of the Yauricocha Mining Unit, presented by Sierra Directorate Resolution N° 176-2017-MINEM- DGAAM
Report N° 288-2017-MINEM-DGAAM-DNAM-DGAM-D
4/5/2019   Valid MINEM ITS 4 from PAMA presented by Sociedad Minera Corona S.A. Directorate Resolution N° 051-2019/MEM-DGAAM
Report N° 174-2019/MEM-DGAAM-DEAM-DGAM
6/17/2019   Valid MINEM DIA approval for Yauricocha regional exploration activities. Directorate Resolution N° 091-2019/MINEM-DGAAM
Report N° 301-2019/MINEM-DGAAM-DEAM-DGAM
2/11/2019   Valid SENACE EIA for update of mining components, presented by Sociedad Minera Corona S.A. Directorate Resolution N° 028-2019-SENACE-PE/DEAR
Report N° 126-2019/SENACE-PE-DEAR
7/7/2020   Valid SENACE Conformity of the Supporting Technical Report (ITS, Informe Técnico Sustentatorio) to the EIA for disposal of waste in the mine. Directorate Resolution N° 078-2020/SENACE-PE/DEAR
Report N° 399-2020/SENACE-PE/DEAR

 

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Date Expiry
date
Status Issued
By
Permits/Licensees Document
Environmental Management Instruments
Mine Closure Plan
8/24/2009   Valid MINEM Approval of the Mine Closure Plan (PCM) at feasibility level of the Yauricocha Mining Unit, presented by Sierra Directorate Resolution N° 258-2009-MINEM- AAM
Report N° 999-2009-MINEM-AAM-CAH-MES-ABR
12/17/2013   Valid MINEM Approval of the Yauricocha Mining Unit Mine Closure Plan Update, presented by Sierra Directorate Resolution N° 495-2013-MINEM- AAM
Report N° 1683-2013-MINEM-AAM-MPC-RPP-ADB-LRM
1/8/2016   Valid MINEM Approval of the amendment of the Closure Plan of the Yauricocha Mining Unit, presented by Sierra Directorate Resolution N° 002-2016-MINEM- DGAAM
Report N° 021-2016-MINEM-DGAAM-DNAM-DGAM-PC
1/15/2016 1/17/2017 Expired Sierra Proof of payment for Mine Closure Plan guarantee. Amount 14'346,816.00 USD-Period 2016 Report N° 2570612
2/28/2017   Valid MINEM Approval of the second amendment of the Closure Plan of the Yauricocha Mining Unit, presented by Sierra Directorate Resolution N° 063-2017-MINEM- DGAAM
Report N° 112-2017-MINEM-DGAAM-DNAM-DGAM-PC
12/29/2016 1/17/2018 Valid Sierra Proof of payment for Mine Closure Plan guarantee. Amount $14,458,801.00 USD (2017) Report N° 2669957
9/1/2020   Valid MINEM Approval of the Second Update of the Mine Closure Plan of the Yauricocha Mining Unit, presented by Sierra Directorate Resolution N° 111-2020-MINEM- DGAAM
Report N° 339-2020-MINEM-DGAAM-DEAM-DGAM

 

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Date Expiry
Date
Status Issued
By
Permits/Licensees Document
Mineral Process Concession
4/18/1996   Expired MINEM Definite authorization to operate the "Yauricocha Chumpe Processing Plant" at an installed capacity of 1350 TMD, CENTROMIN Report N°164-96-EM-DGM-DPDM
9/4/2008   Valid MINEM Authorization to operate the "Yauricocha Chumpe Processing Plant", including an additional lead circuit and expanding its capacity to 2010 TMD, Sierra

Resolution N° 549-2008-MINEM-DGM-V

Report N° 178-2008-MINEM-DGM-DTM-PB

9/16/2009   Valid MINEM Authorization to raise the Yauricocha tailings deposit dam crest by an additional 20 m in 4 stages, Sierra

Resolution N° 714-2009-MINEM-DGM-V

Report 242-2009-MINEM-DGM-DTM-PB

7/14/2010   Valid MINEM Authorization to operate the Mill No. 4 (8' x 10') and the amendment of the "Yauricocha Chumpe" Benefit Concession to the expanded capacity of 2500 TMD, Sierra

Resolution N°279-2010-MINEM-DGM-V

Report N° 207-2010-MINEM-DGM-DTM-PB

3/4/2011   Valid MINEM Operating license for the Ball Mill (5' x 6') for regrinding, installed in "Yauricocha Chumpe Processing Plant, Sierra

Resolution N°088-2011-MINEM-DGM-V

Report N° 075-2011-MINEM-DGM-DTM-PB

4/3/2012   Valid MINEM Authorization to operate the "Yauricocha" tailings deposit up to 4519 m in altitude (second stage) with a free board of 2 m, Sierra Resolution N° 112-2012-MINEM-DGM-V
Report N° 112-2012-MINEM-DGM-DTM-PB
4/29/2014   Valid MINEM Authorization to operate the raised "Yauricocha- Chumpe" tailings deposit up to 4522 m in altitude, Sierra

Resolution N° 0159-2014-MINEM-DGM-V

Report N° 128-2014-MINEM-DGM-DTM-PB

8/3/2015   Valid MINEM Authorization to operate the raised "Yauricocha- Chumpe" tailings deposit up to 4524 m in altitude (third stage) Resolution N° 0344-2015-MINEM-DGM-V
Report N° 240-2015-MINEM-DGM-DTM-PB
10/14/2015   Valid MINEM Authorization to build, implement equipment and operate the Chumpe Process Plant Extension Project 2500 to 3000 TMD of the "Yauricocha Chumpe" benefit concession, Sierra

Resolution N° 0460-2015-MINEM-DGM-MV

Report N° 326-2015-MINEM-DGM-DTM-PB

8/29/2017   Valid MINEM Approval of the extension of the "Yauricocha Chumpe" benefit concession area. It was increased by 17,887 Ha. Also, authorization to build and operate civil and electromechanical works of the new equipment and auxiliary facilities of the "Yauricocha Chumpe" benefit concession

Resolution N° 0366-2017-MEM-DGM

Report N° 229-2017-MEM-DGM-DTM-PB

Land Ownership
-- 12/21/2021 Valid Sierra Vílchez Yucra family (way of passage and installations) --
-- 3/7/2022 Valid Sierra Varillas Vílchez family (56 ha for mining use) --
-- 7/31/2037 Valid Sierra San Lorenzo de Altis Community (696,6630 ha for mining use) --

 

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Date Expiry
Date
Status Issued
By
Permits/Licensees Document
Land Ownership
-- Indefinite Valid Sierra Mineral processing concession: Yauricocha Chumpe processing plant (148.5 ha for mining use and an authorized capacity for 2500 TMD)  
-- Indefinite Valid Sierra Mining concession: “Acumulación Yauricocha” (18,777.9238 ha for mining use) --
Water: Use, Discharge and Sanitation Facilities
2004   Valid   Water use license for population purposes in the Yauricocha Production Unit, whose collection point is the Laguna Acococha – Uñascocha Administrative resolution N°249-2004-GR-LP- DRA-MOC
2003   Valid   Water use license for population purposes in the Yauricocha Production Unit whose collection point is the Huacuypacha spring Administrative resolution N° 1355-2003-AG/DRA- LC/ATDR-MOC
2004   Valid   Water use license for industrial purposes in the Yauricocha Production Unit, whose collection point is the Klepetko Tunnel. Administrative resolution N° 042-2004-AG/DRA- LC/ATDR-MOC
2017 1/31/2021 Valid   Authorization for the discharge of mine water from the Yauricocha Production Unit. Administrative resolution N° 217-2017-ANA/DGCRH

 

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The Environmental Adequation and Management Program (PAMA), as established by the Supreme Decree Nº 016-93-EM, was the first environmental management tool that was created for mines and metallurgical operations existing before 1994 to adopt technological advances and / or alternative measures to comply with maximum permissible limits for effluent discharge and emissions of mining and metallurgical activities. Since then, many environmental regulations have been enacted updating and/or replacing older regulations. The environmental certification for mining activities was transferred from the Ministry of Mining and Energy to the Ministry of Environment; specifically, to the National Service for Environmental Certification (SENACE) effective December 28, 2015.

 

Though Sierra has updated its environmental baseline and adjusted its monitoring program by its Supporting Technical Report to the PAMA "Expanding the capacity of the Processing Plant Chumpe of the Accumulated Yauricocha Unit from 2500 to 3000 TMD" (Geoservice Ambiental S.A.C., ITS approved by Directorate Resolution N° 242-2015-MINEM-DGAAM), an important gap existed with reference to environmental and social impact assessment as referred to by the actual environmental protection and management regulation for operating, profit, general labor and mining storage activities (Supreme Decree N° 040-2014-EM, 11/12/2014); this was mostly covered by the approval of the EIA on February 11, 2019.

 

In addition, Sierra has two Supporting Technical Reports which authorize the construction of the technological improvement of the domestic wastewater treatment system and the addition of new equipment and infrastructure in the Chumpe concentrator plant process. This last Supporting Technical Report (ITS) was approved in 2017 by Directorate Resolution N° 176-2017-MINEM-DGAAM.

 

Sierra applied to SENACE to start the evaluation process of the “Environmental Impact Study of the Metallurgical Mining Components Update Project” (Geoservice Ambiental S.A.C., 2017) within the framework of the Supreme Decree N° 016-1993-EM, as this study was initiated before the enforcement of the D.S N° 040-2014-EM and in application of an exceptional procedure established by it. The EIA approval was obtained on February 11, 2019.

 

In addition, the Peruvian environmental legislation contemplates that mine owners perform several studies to adjust to these new regulations, such as:

 

·Environmental Quality Standards Compliance for Soils (Estudio de Calidad Ambiental-ECA de Suelos). Sierra submitted this study to MINEM in compliance with the Supreme Decree N° 002-2014-MINAM, with register N° 2488477 (04/10/2015).

 

·Adequation plan for the liquid effluents discharge permissible limits (Plan Integral para la Adecuación e Implementación de sus actividades a los Límites Permisibles para la descarga de efluentes líquidos). Sierra submitted this study to MINEM in compliance with the Supreme Decree N° 015-2015-MINAM, with register N° 2706233 (19/05/2017).

 

·Deposition to the Department of Environmental Mining l Affairs (DGAAM), and Environmental Enforcement Agency (OEFA) of the activities and/or processes and/or extensions and/or existing components to regularize (Declaración Jurada de los componentes por Regularizar).

 

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·In compliance with the Supreme Decree Nº 040-2015-EM all those activities, extensions, and/or components that have not been included in any Environmental Management Instrument had to be declared. Sierra did not declare any component. The submittal of this type of study is not available at present.

 

·Detailed Technical Memorandum (MTD). In compliance with the Supreme Decree Nº 040-2015-EM, an MTD had to be submitted for all those activities, extensions, and/or components declared to be regularized to sworn statements mentioned above. Once the MTD has been approved, these components must be integrated into an Environmental and Social Impact Assessment or Environmental and Social Impact Assessment. As no components have been declared to be regularized, no MTD had to be presented.

 

In those operations where the PAMA is the main environmental management permit, this has the category of an environmental certification similar to an environmental impact assessment and therefore is subject of the presentation of the updated environmental impact study as established by the Supreme Decree N° 019-2009-MINAM. The Supreme Decree N° 040-2014-EM, in its First and Second Supplementary Final Provisions, regulates the integration and updating of the environmental impact assessment with the objective that each operating unit shall only have one updated environmental management tool. So, currently, the Environmental certifications for the Yauricocha operation are the PAMA, the EIA, and the ITS modifying specific aspects of both.

 

As mentioned above, the Yauricocha operation, as a part of the expansion plan, submitted a detailed EIA to SENACE, including updated baselines, social and environmental impact assessments including water, air and noise modeling among others for the targeted scenarios, and the corresponding Management Plans. This report also includes an archaeological survey report for the certificate of nonexistence of archaeological remains (CIRA, certificado de inexistencia de restos arqueologicos), The EIA was approved on February 11, 2019.

 

20.2Environmental Study Results

 

Sierra has updated, its environmental base line and environmental monitoring program according to current regulation through different environmental permits and documents. These documents are mainly ITS to the initial PAMA, followed by the approval of an EIA (2019) and an ITS approved in July 2020. The site has also submitted other documents such as the Water Standards Adequation Plan, the Soils Contaminated sites, and approved other significant documents such as the Closure Plan (September 2020)

 

The current monitoring plan is the one included in the EIA approved in February 2019, which is implemented by the site. The EIA includes different information encompassing multiple disciplines in the Baseline. From those, the following could be noted:

 

·Land use capacity - Soils are suitable for cold climate grassland and protection.

 

·Actual land use - Is limited to urban (private or government), natural pastures and unproductive land.

 

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·Wetlands – No specific reference was made to wetlands while these are likely to be present in the area and are protected in Peru; Currently the site has no impact in these types of formations.

 

·Soil quality - 32 samples from disturbed areas were analyzed and the results compared to the environmental quality standards for soil (Supreme Decree N° 002-2013-MINAM): arsenic, cadmium, lead and total petroleum hydrocarbons (TPH) exceed the environmental standards, as well as to a lesser extent also: benzene, xylene, naphthalene, toluene and ethylbenzene; This indicates that the area where the site operates is a mineralized area with high levels of metals identified since the baseline.

 

·Geology - There is predominantly sedimentary rock such as sand-, silt- and claystone, conglomerates, limestones, and dolomites.

 

·Biology - Terrestrial biology has been assessed in a dry and a wet season:

 

Flora - 12 species were identified listed as protected by Supreme Decree N° 043-2006-AG, among which categorized as Critical Endangered (CR): Ephedra rupestris, and as Endangered (EN): Nototriche tovari, as well as three species belonging to the CITES category II;

 

Birds - Four species were identified listed as protected by Supreme Decree N° 004-2014-MINAGRI, among which categorized as Endangered (EN): Vultur gryphus (Condor), seven species in the IUCN Red List and four species belonging to the CITES category I and II;

 

Mammals - Two species were identified listed as protected by Supreme Decree N° 004-2014-MINAGRI, among which categorized as Endangered (EN): Puma concolor (Puma), Vicugna (Vicuña) and two species belonging to the CITES; and

 

Reptiles and amphibians - Three endemic species were identified (gender: Lioalemus), but none is listed as protected.

 

·Hydrobiology - Indicates that in both wet and dry season for most monitoring stations the diatom pollution tolerance index IDG results in moderated polluted water (eutrophication), while the EPT and BMWP indicate in wet season bad water quality with presence of organic matter and in the dry season good water quality with presence of trout (Onchorynchus mykiss). In some, trout elevated concentrations of mercury and cadmium were found while in others retention of P, Na, Mg, K and Ca. Successive regular monitoring should be performed in the same five surface water quality monitoring stations for phytoplankton, zooplankton, benthos, periphyton and nekton.

 

·Hydrology - The Yauricocha project is in eight micro-watersheds belonging to the Alis and Laraos rivers sub-watersheds which include mountain tops with elevations as high as 4,800 and 5,300 meters above sea level.

 

·Springs - The water of the Laraopuquio and Quilcasa springs are slightly acidic while the water from the Chumpe 1 spring exceeds the environmental quality standards for copper, lead and manganese according to the Supreme Decree N° 002-2008-MINAM, category 3 (irrigation of tall and short stem crops and animal’s beverage).

 

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·Surface water quality monitoring - Monthly monitoring is performed in five monitoring stations: M-2, M-4 (707), PM-11, PM-12 and PM13, and quarterly reported to the MINEM. The water quality analysis is performed for those parameters for which national environmental quality standards have been established as for category 3 - subcategory D1 irrigation of tall and short stem crops and D2 animal’s beverage (Supreme Decree N° 002-2008-MINAM Supreme Decree N° 015-2015-MINAM). The First Quarter 2016 Environmental Monitoring Report (Equas, March 2016) indicates that the water quality of the Chumpe creek does not comply with the category 3 in the in PM-11 for low dissolved oxygen concentration and in PM-12 and PM-13 for high manganese concentrations while the water quality in the Tinco River complies with the category 3.

 

·Underground water quality monitoring - Quarterly monitoring is performed in seven monitoring stations: DR-01-13, DR-02-13, DR-03-13, PB-01-13, PB-02-13, PB-03-13, and PT-01-13. The report indicates that the variables to be monitored are: pH, temperature, electrical conductivity, Dissolved oxygen, flow, grease and oils, CN-wad, CrVI, DBO, mercury, bicarbonates, carbonates, fluorides, chlorides, DQO, thermotolerant coliforms and total coliforms, e.coli, enterococci, helminths, phenols, phosphates, nitrates, nitrites, S.A.A.M., sulfur, sulfates, and as total metals: Al, Sb, As, Ba, Bi, Bo, Cd, Ce, Co, Cu, Cr, Sn, P, Fe, Li, Mg, Mn, Mo, Ni, Ag, Pb, Se, Na, Ta, Ti, Va, Zn. As no national environmental quality standards have been set for underground water, the water quality analysis is performed as for those parameters for which surface water national environmental quality standards have been set (category 3 - subcategory D1 irrigation of tall and short stem crops). Quarterly reports are sent to the authority as required in the Environmental Management Plan – EMP.

 

·Effluent water quality - Monitoring is performed monthly, in one monitoring station: V-1 (705) and its quality is compared to Supreme Decree N° 010-2010-MINAM. Current Environmental Monitoring Report show that the effluent water quality complies with the maximum permissible limits for effluent discharge of metallurgical mining activities.

 

·Air quality - Bi-quaternary monitoring is performed in two monitoring stations: CA-01 (704) and CA-02, leeward from the processing plant and windward from the Chumpe mining camp respectively in accordance with Supreme Decree N° 003-2008-MINAM and Supreme Decree N° 074-2001-PCM.

 

·Noise: Bi-quaternary monitoring is performed in three monitoring stations: R-1, R-2, and R-3 in accordance with Supreme Decree N° 085-2003-PCM.

 

·Soil quality monitoring - Quaternary monitoring is performed in three monitoring stations: MI-01-UY, MI-03-UY and MI-06-UY and the results are compared with the environmental quality standards for soil, Supreme Decree N° 002-2013-MINAM. The monitoring results show that MI-01-UY and MI-03-UY comply with the environmental quality standards for soil, while MI-06-UY exceeds the environmental quality standards for soil concentrations of arsenic and lead.

 

·Hence, to enable a proper environmental evaluation monitoring should be reported over a longer period.

 

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20.3Environmental Aspects

 

Data and information for this section is based on the successive environmental permits submitted and approved by the authority, as explained in the previous sections. The most recent environmental permit is the Yauricocha EIA approved in February 2019. This section describes the main activities at the site related to the mineralized material extraction and processing.

 

The Yauricocha Mine is an underground mine operated by the method of OCF stoping to extract its polymetallic mineralized material (sulfides) of lead, silver, copper, zinc and iron and lead silver oxide mineralized material.

 

·Mineralized material transport - The mineralized material is transported from the Klepetko tunnel to the hopper of the Chumpe mineral processing plant.

 

·Waste rock - Waste rock is hauled through the two mine gates and stored in the waste rock dump at Chumpe or inside the mine. Currently the waste rock dump at Chumpe has 489,500 m3 additional capacity as approved in the latest Closure Plan (September 2019). The site has additional 17 waste rock dumps facilities which have no additional capacity and are under closure. The current Closure Plan and following updates consider two types of covers for the closure for the waste rock dumps. The covers are designed for non-acid rock drainage generating material (NAG) and for potential acid rock drainage generating material (PAG). There is currently no comprehensive study on potential ARD available to review as to whether the different waste rock dumps are NPAG or PAG. However, the site has planned to conduct additional studies during 2021-2022 to 1) develop a Geochemistry baseline with the already mined materials and 2) develop a set of tests for the current mineralized material. To prevent rainfall runoff from getting into contact with the waste rock, the site has constructed diversion canals and plans to implement additional ones as described in the closure plan.

 

·Mineralized material processing - The mineralized material is processed in the Chumpe mineral processing plant has two separate flotation circuits:

 

One to process polymetallic mineralized material; and

 

Another to process the lead and silver oxide mineralized material.

 

The process is conventional with stages of crushing, grinding, regrinding, selective flotation, and filtration, dispatch of concentrates and transport, and tailings storage.

 

·Tailings - The tailings deposit is located at an elevation of 360 m and 2.6 km upstream of the existing processing plant and several camps and installations, in the location that was the Yauricocha Lake, however the waterbody was occupied in the early stages of the operation, several decades ago. The current tailings dam was built with compacted granular material of intrusive and metamorphic origin. The design considers growing the crest in five stages.

 

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·According to the reports N° 1683-2013-MEM-AAM/MPC/RPP/ADB/LRM and N° 503-2015-MEM-DGAAM/DNAM/DGAM/D the global stability is stable under static and pseudo static conditions. Sierra has obtained the authorization to operate the fifth stage of the tailings deposit, which has been divided in two substages. The first one (5-1) has been already constructed and finalizing permits, and currently the site is ready to start the construction of the 5-2 stage. Phase 5-1 provides the capacity to store 2,864,939 additional tonnes. The initial PAMA and early versions of the closure plan update indicate that the tailings are considered PAG, as tailings deposited from 1979 to 1988 contains 31.4% of pyrite and tailings deposited from 1989 to 1996 contains 17.6% pyrite. No additional recent data and no comprehensive study on the mineralogical composition and drainage quality in the short, medium and long term were available to review in order to have a better understanding of the tailings geochemical-physical characteristics and its environmental implications. As mentioned in previous section, the site is planning further studies to determine whether this assumption is correct and additional measures will need to be taken for final closure of the facility.

 

Regarding water management:

 

·Water in the tailings pond is mainly composed of water from the tailings pulp, direct and rainfall; the clarified water from the tailings pond is pumped to tanks and returned to the processing plant by gravity, closing the circuit;

 

·Filtrations are captured by a system of underdrains and sent towards the underdrain sump and pool for recirculation; and

 

·Channels on the right and left of the tailings deposit capture the rainfall runoff preventing them to enter in contact with the tailings. Further expansions of the tailing’s facility will follow the same design.

 

Regarding its management and control, Sierra monitors the design parameters, the physical stability by piezometers installed in the tailings dam, and the cleaning of the rainfall runoff channels.

 

·Domestic and industrial solid waste - Sierra operates a landfill for domestic wastes and has warehouses for temporary storage of recyclable waste. Recyclable non-hazardous solid waste and hazardous solid waste are delivered to an authorized company, complying with the Regulations of the General Law of Solid Waste.

 

·Effluent, surface and groundwater management and control:

 

Mine water - The mine water from the Klepetko tunnel is collected in a channel and directed to the water treatment plant at Chumpe where it is physically treated by adding lime and flocculants.

 

Sewage control - Sierra operates three domestic sewage treatment plants called PTARD (the Spanish acronym) for residual domestic wastewater treatment plant:

 

·One with a capacity of 17 m3/day, installed in the area Chumpe, and another with a capacity of 40 m3/day, installed in the La Esperanza areas, operate by activated sludge and multiple aeration. The treated water seeps into the subsoil. Nowadays, in the ITS (Geoservice Ambiental S.A.C., 2017), ITS Report N° 288-2017-MEM/DGAAM/DNAM/DGAM/D, Sierra indicate the replacement of these two PTARD for one PTARD with capacity of 50 m3/day,

 

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·One with a capacity of 100 m3/day, installed in the Chumpe area, operates by means of sequential biological reactors. The treated water is incorporated in the mineral processing plant (zero effluent).

 

Surface water quality control - Monthly monitoring of water for quarterly reporting to the MINEM and ANA includes verification of the compliance with Maximum Permissible Limits (Supreme Decree N°010- 2010-MINAM) and Environmental Quality Standards for Water (Supreme Decree N° 002- 2008-MINAM, as amended by Supreme Decree N° 015-2015-MINAM); and

 

Groundwater quality control - Quarterly is monitored by nine piezometers.

 

·Emissions and dust control:

 

Bi-quaternary monitoring two monitoring stations: one leeward from the processing plant and the other windward from the Chumpe mining camp; and

 

Dust prevention by wetting the road surfaces (dirt roads) during the dry season (vehicle traffic).

 

The following tables (Table 20-2, Table 20-3, Table 20-4) describe the current Environmental Monitoring program, as described in the current approved EIA.

 

Table 20-2: Air Quality Monitoring (EIA extract)

 

Station Description Location UTM, WGS 84,
Zona 18
Regulation
Este Norte
CA-01(704) Sotavento de la planta concentradora Chumpe 424264 8641159

Supreme decree

N° 003-2017-MINAM

CA-02 Barlovento del campamento Chumpe 424469 8640080
CA-03 Barlovento Relleno Sanitario 422046 8639278
CA-06 Barlovento Deposito de Relaves 422776 8637816
CA-06-b Centro Poblado Tinco 424848 8641704

Source: EIA 2019

 

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Table 20-3: Environmental Noise Monitoring (EIA extract)

 

Station Description Location UTM, WGS 84,
Zona 18
Regulation
Este Norte
R-1 Pie de la catarata de la Quebrada Chumpe 424464 8641381

Supreme decree

Nº 085-2003-PCM

R-2 Ex estadio Chumpe, a 100 del campamento Chumpe 424469 8640080
R-3 Parte alta del patio Winche, sobre el tajo Cculle 421377 8638782
R-4 Al lado sur del depósito de relaves Yauricocha 422776 8637816
R-6-b Centro Poblado Tinco 424848 8641704

Source: EIA 2019

 

Table 20-4: Water Quality Monitoring (EIA extract)

 

Station Description Location UTM, WGS 84,
Zona 18
Regulation
Este Norte
M-2 Rio Tinco, 100m aguas arriba del vertimiento V-1 (705) 4244581 8641772

Decreto Supremo

Nº 004-2017- MINAM

M-4 (707) Río Tinco, 150m aguas abajo del vertimiento V-1 (705) 424487 8641837
PM-11 Quebrada Chumpe aguas arriba de la planta de beneficio 424373 8640006
PM-12 Quebrada Chumpe (200m antes de desembocar al Río Tinco) 424673 8641583
PM-13 Rio Tinco (70m aguas arriba de la desembocadura de la quebrada Chumpe) 424920 8641735

 

PM-14

Poza de captación Chumpe (casa de bombas) 424153 8640718

Decreto Supremo

Nº 004-2017-MINAM

PMZI-01* 50 m aguas arriba de la descarga del efluente EF-ZI (Río Rodiana) 427196 8 63 0610

Decreto Supremo

Nº 004-2017-MINAM

PMZI-02* 100 m aguas abajo de la descarga del efluente EF-ZI (Río Rodiana) 427081 8 63 0638

Source: EIA 2019

 

20.4Operating and Post Closure Requirements and Plans

 

Sierra has a closure plan with three approved amendments:

 

·Yauricocha Mine Unit Closure Plan, approved by Directorate Resolution N°258-2009-MEM/AAM (08/24/2009) and Report N°999-2009-MEM-AAM/CAH/ MES/ABR.

 

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·Yauricocha Mine Unit Closure Plan Update, approved by Directorate Resolution N°495-2013-MEM-AAM (12/13/2013) and Report N°1683-2013-MEM-AAM/ MPC/ RPP/ADB/LRM.

 

·Yauricocha Mine Unit Closure Plan Modification, approved by Directorate Resolution N°002-2016-MEM-DGAAM (01/08/2016) and Report N°021-2016-MEM-DGAAM/DNAM/DGAM/ PC.

 

·Yauricocha Mine Unit Second Amendment of the Closure Plan, approved by Directorate Resolution N°063-2017-MEM-DGAAM (02/09/2017) and Report N° 112-2017-MEM-DGAAM/DNAM/DGAM/ PC.

 

·Second update of the Closure Plan of the Yauricocha Mining Unit approved by Management Resolution No. 111-2020-MINEM-DGAAM (09/01/2020) and Report No. 339-2020-MINEM-DGAAM / DEAM / DGAM.

 

In 2007, a first feasibility-level Closure Plan for the Yauricocha Mining Unit was developed by CESEL S.A. following the requirements of the Peruvian legislation for mine closure, “Ley de Cierre de Minas”, Law N° 28090 and its Regulation, Supreme Decree N° 033-2005-EM and its amendments Supreme Decree N° 035-2006-EM and Supreme Decree N° 045-2006-EM. and based on the content recommended by the DGAAM in the Guideline for Preparation of Mine Closure Plans approved by Resolution R.D. N° 130-2006-AAM, dated April 2006.

 

This Closure Plan considers eight areas as follows: Central, Cachi-Cachi, Éxito, El Paso, Ipillo, Chumpe, Yauricocha and Florida.

 

In 2012, pursuant to Peruvian regulations, the Mine Closure Plan was updated by Geoservice Ingeniería S.A.C. and approved in 2013.

 

In 2015 and in 2017, the time schedule of the Closure Plan has been modified in accordance with the mine’s life by its Closure Plan modification and second amendment, respectively.

 

Finally, last version of an update was approved in September 2020, including the modifications approved in the EIA 2019.

 

20.5Post-Performance Reclamation Bonds

 

In January 2021, the bank's guarantee will be renewed for compliance with the Second Update of the Closure Plan of the Yauricocha Mining Unit (approved by Management Resolution No. 111-2020-MINEM-DGAAM) for US $ 18,357,305.

 

The current update of the Closure Plan designates that the mining operator must register the guarantee for variable annuities the first days of each year, in a manner that the total amount required for the final and subsequent closing is recorded in January 2028 as shown in Table 20-5.

 

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Table 20-5: Closure Plan – Annual Calendar for Guarantee Payment

 

Year Annual Accumulated Situation
2020   13,418,970 Constituted
2021 -392,599 13,811,569 to constitute
2022 -450,262 14,261,831 to constitute
2023 -520,938 14,782,769 to constitute
2024 -611,174 15,393,943 to constitute
2025 -734,063 16,128,006 to constitute
2026 -922,342 17,050,348 to constitute
2027 1,306,957 18,357,305 to constitute

Note: The amount includes tax (VAT, 18%)

Source: Report Nº 033-2020-MINEM-DGM/DTM/PCM

 

20.6Social and Community

 

Sierra maintains a relationship with the communities of San Lorenzo de Alis, Huancachi, Santo Domingo de Laraos, Tomas and Tinco, and have subscribed to various agreements with those communities. The company assists with various projects but have not subscribed to any agreement as Santo Domingo de Laraos do no permit developing mining activities in their community. Currently, the company has a Community Relations Plan approved in the latest EIA (February 2019). The main activities are shown in Table 20-6.

 

Table 20-6: Community Engagement Activities

 

Plan Program Subprogram /Activity
Community Relations Plan Communications and Consultation Plan Implementation of Permanent Information offices, located in Alis and Tinco
Workshops and Information Meetings
Economic and Productive Development Program Local capacities development subprogram
Local acquisition subprogram
Acquisition of products and services
Social Development Program Education subprogram
Health support subprogram
Agriculture, cattle, local tourism, infrastructure and innovations program
Local employment subprogram
Preservation and Support of Local Culture Tourism subprogram
Local cultural heritage conservation subprogram
Technical support to local authorities on efficient use of mining canon
Effective communications
Environmental participative monitoring

Source: Sierra Metals, 2020

 

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20.7Mine Closure

 

This section has been prepared based on the Yauricocha Mine Unit Closure Plan Update´s Report N°1683-2013-MEM-AAM/MPC/RPP/ADB/LRM, the Second Amendment of the Closure Plan, approved by Directorate Resolution N°063-2017-MEM-DGAAM (02/08/2017) and Report N° 112-2017-MEM-DGAAM/DNAM/DGAM/ PC, and the second update of the closure Plan approved under DR N° 339-2020/MINEM-DGAAM-DEAM-DGAM on September 2020. .

 

Sierra is committed to perform progressive closure activities starting in 2019 and finishing in 2027, final closure in a span of two years and post-closure in five years (this latter is the minimum period required to achieve physical, geochemical and hydrological stability of the area occupied by the mining unit as per Peruvian legislation).

 

The mine closure objective is to recover conditions like pre-mining conditions and/or uses compatible with the surrounding environmental conditions.

 

Specific objectives are:

 

·Human health and safety - Ensure public health and safety implementing measures to eliminate risks such as pollution caused by acid rock drainage or waste, that could be transported to populated areas by water or wind.

 

·Physical stability - Implement environmental and technical measures to maintain physical stability of the mining components in the short, medium and long term (including mine entrances, chimneys, waste rock dumps, tailings deposits, etc.) that must withstand seismic and hydrological extraordinary events;

 

·Geochemical stability - Implement measures to maintain chemical stability of the mining components in the short, medium and long term (including mine entrances, chimneys, waste rock dumps, tailings deposits, etc.) that must withstand ordinary and hydrological extraordinary hydrological events.

 

·Land use - Implement measures to enhance post-mining beneficial land use, restoring gradually soil fertility for agriculture, livestock, landscape and / or recreational use, considering the topographical conformation and integration into the landscape.

 

·Water use - Implement measures in the Production Unit Acumulación Yauricocha to prevent contamination of superficial and underground water, and focusing on restoring those water bodies, which have been potentially affected, by means of a strategic recovery for post-mining use.

 

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20.8Reclamation Measures During Operations and Project Closure

 

20.8.1Reclamation Measures During Operations and Project Closure

 

The Second update of the Closure Plan (2020) considers:

 

·Incorporating new mining components that were approved by the Directorate Resolution N° 028-2019-SENACE-PE-DEAR;

 

·Include all of the closing activities aligned with the EIA 2019;

 

·Include the improvement of central pit stability through the construction of a buttress (489000 m3); and

 

·Reprogramming the progressive, final and post closures schedules.

 

20.8.2Temporary Closure

 

In case of a temporary closure (for a period less than three years), ordered or not by the competent authority, Sierra will develop a detailed care and maintenance plan considering future operations and evaluating the social impacts associated with it.

 

The temporary closure considers:

 

·Remove and save mobile equipment;

 

·Demolition, salvage, and disposal - not applicable during temporary closure;

 

·Physical stability - maintain mine entrances, chimneys, tailing deposit, waste rock dumps, and infrastructure;

 

·Geochemical stability - maintain tailings deposit and waste rock dumps sedimentation ponds to capture any drainage;

 

·Hydrological stability - maintain canals and ditches in an operative state;

 

·Landform - profiling the outer slope of the tailing deposit; and

 

·Social programs - mitigate impacts on local employment and local development implementing the following programs:

 

Communication, culture, and participation program;

 

Environmental education and training program;

 

Health and responsible environmental management program; and

 

Citizenship: leadership, institutional strengthening, and project transfers program.

 

The following preventive measures will be adopted:

 

·Communicate to DGAAM any temporary closure program (indicating the causes);

 

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·Final closure must be made if the closure needs to be prolonged over three years;

 

·Designate responsibilities for the safety and cleanliness of the facilities;

 

·Instruct the surrounding population on risk related to temporary closed facilities;

 

·Seal all areas that are potentially dangerous to the environment and the population, placing signs and symbols that indicate their danger for containing materials that could affect the environment;

 

·Perform facility inspections and establish a periodic schedule to perform the necessary maintenances (including wind erosion and sediment transport control, channels, ditches, and sediment ponds), safety and environmental inspections, water quality monitoring and progressive reclamation monitoring;

 

·Perform safety inspections to prevent risks associated to the physical stability of underground workings and surfaces exposed to weathering, such as tailings deposits slopes; and

 

·Implement measurements to prevent accidents (environmental or public) by:

 

implementing security berms;

 

blocking accesses to mine entrances; and

 

profiling slopes if needed.

 

20.8.3Progressive Closure

 

Progressive closure is performed simultaneously during operation and considers the following:

 

·Dismantling - All materials in disuse will be dismantled;

 

·Demolition, salvage, and disposal - Not applicable during progressive closure;

 

·Physical stability:

 

Open pits in disuse - the Mascota, Juliana, Pawac and Poderosa pits will be partially filled with surrounding waste rock and pit slopes will be stabilized by benching and the Central, Amoeba and Maritza pits will be closed.

 

Mine entrances - four mine entrances will be closed by a masonry wall without drainage, and in one land forming using waste rock and a proper cover will be applied (Type 2, see geochemical stability).

 

Waste rock dumps:

 

·Waste rock from the Mascota, Juliana and Triada dumps will be removed to the Central pit;

 

·Waste rock from the Mariela dump will be removed to the Central pit and Mariela mine entrance;

 

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·Waste rock from the Pawac dump will be removed to the Pawac pit;

 

·Waste rock from the Poderosa dump will be removed to the Poderosa pit; and

 

·The passive Triada waste rock dump and the Cachi-Cachi waste rock dump will be stabilized and covered.

 

·Geochemical stability - implementing covers considering the material to be covered (i.e. its mineralogy, net neutralization potential, presence of acid drainage, granulometry, topography and slopes) considering two types:

 

Type 1, to cover non-acid generating materials: 0.20 m of organic material, revegetated; and

 

Type 2 to cover acid generating materials: 0.20 m of organic material, overlaying a layer of 0.20 m draining material, overlaying a layer of 0.20 m clay material, overlaying a 0.20 m thick layer of limestone; and revegetated.

 

·Hydrological stability - implementing collector channels considering two types:

 

Type 1 - trapezoidal masonry channel with base and height of 0.50 m and 0.50 m and slope of 1H: 2V (flow 0.45 m3/sec); and

 

Type 2 - trapezoidal masonry channel with base and height of 0.60 m and 0.65 m and slope of 1H: 2V (flow 0.90 m3/sec).

 

·Landform - consist of leveling, re-contouring and organic soil coverage;

 

·Revegetation - planting native grasses such as Stipa ichu and Calamagrostis sp; and

 

·Social programs - programs are designed year by year considering the following topics:

 

Education;

 

Healthcare;

 

Local sustainable development;

 

Basic infrastructure;

 

Institutional and capabilities empowerment; and

 

Culture promotions.

 

Table 20-7 lists components that have been closed as of October 2013 (as per report N°1683-2013-MEM-AAM/MPC/ RPP/ADB/LRM), and February 2017 (as per report N°112-2017-MEM-AAM/MPC/ RPP/ADB/LRM).

 

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Table 20-7: Closed Components

 

Type Component Description
Mine
Open pit Central mine 24 de Junio Open pit (1)
Cuye Open pit (1)
Poderosa Open pit (1)
Éxito mine Éxito Open pit (1)
Mine entrance Central mine Level 260 Mine entrance 6565-NW (Mascota)
Level 300 Mine entrance 247-49-NW (2) (Tajo Central)
Level 360 Mine entrance 4554-NW (2) (Tajo Central)
Level 360 Mine entrance 1523-SW (2) (Tajo Central)
Level 360 Mine entrance 1287-S (2) (Tajo Central)
Level 260 Mine entrance 5460-S (Juliana)
Level 230 Mine entrance 2575-N (Mariela)
Level 230 Mine entrance 8047-NW (Mascota)
Level 210 Mine entrance 6050-NE (Carmencita)
Éxito mine Level 300 Mine entrance Rampa 7052-N
El Paso mine Level 250 Mine entrance 3522-NW
Level 210 Mine entrance 4010-NW
Chimneys Central mine Chimneys 782-0 - surface
Éxito mine Chimneys 215-5 – surface (1)
Chimneys 801-6 – surface (1)
Waste handling facilities
Waste Rock Dumps Central mine Waste deposit Mascota (1)
Waste deposit Carmencita
Waste deposit Juliana (1)
Waste deposit Mariela
Waste deposit Pawac
Waste deposit Poderosa (1)
Waste deposit Triada (1)
Cachi Cachi mine Waste deposit level 410
Éxito mine Waste deposit Éxito
El Paso mine Waste deposit Level 250(1)
Water handling facilities
Water Treatment System Éxito mine Effluent treatment plant (2)
Chumpe Domestic wastewater treatment plant PTAR 17m3/día
Yauricocha Domestic wastewater treatment plant PTAR 40m3/día
Other project facilities
Facilities Central mine Industrial fill (2)

(1)Components declared in the Yauricocha Mine Unit Closure Plan Update´s report N°1683-2013-MEM-AAM/MPC/ RPP/ADB/LRM

(2)Components declared in the report N° 112-2017-MEM-DGAAM/DNAM/DGAM/ PC

 

Source: Yauricocha Mine Unit Closure Plan Update´s report N°1683-2013-MEM-AAM/MPC/ RPP/ADB/LRM and report N° 112-2017-MEM-DGAAM/DNAM/DGAM/ PC

 

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20.8.4Final Closure

 

For Final Closure, a final Updated Closure Plan must be presented detailing the closure specifications and process of public consultation. Table 20-8 shows which components must be closed according to the last approved closure plan and its amendment.

 

Table 20-8: Components for Future Closure

 

Component Zone Description
Mine
Shaft Central mine Pique Central
Pique Mascota
Mine Entrance Central mine Level 300 – Mine entrance 0280-NW
Cachi Cachi mine Level 410 – Mine entrance - 1724-S
Ipillo mine Level 280 – Mine entrance 2015-SW
Level 430 – Mine entrance 9249- S
Central mine
Central mine Level 35 – Victoria
Tunnel Chumpe Level 720 – Klepetko tunnel
Yauricocha tunnel – 2815-SW
Chimneys Central mine Chimney 473-6 – Surface
Chimney 427-14 – Surface
Chimney 568-8 – Surface
Chimney 789-5 – Surface
Chimney Yauricocha (raise bore)
Chimney Amoeba - Surface
Chimney 906-7
Cachi Cachi mine Chimney 316-6 - Surface
Chimney 350-9 - Surface
Chimney 211-1 - Surface
Chimney 928-2 - Surface
Chimney 825-0 - Surface
Chimney Fortuna
Ipillo mine Chimney 578-3 - Surface
Processing Facilities
Plant Chumpe Processing Plant
Inclusion of new equipment in the Plant Profit
Waste Rock Dumps Central mine Yauricocha tailings deposit
Regrowth of the Yauricocha deposit
Ipillo mine Waste rock dumps - Level 280
Waste rock dumps – Level 430
Waste rock dumps – Level 480
Chumpe Waste rock dumps – Chumpe

 

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Component Zone Description
Processing Facilities
Sistema de Tratamiento de Aguas Chumpe Effluent treatment plant
Chumpe Effluent treatment plant
Chumpe Domestic wastewater treatment plant – Chumpe (100m3)
Chumpe Water pumping system for Esperanza
Chumpe Domestic wastewater treatment plant – Chumpe (50m3)
Chumpe Pumping system – Aldrich / Chumpe – Yauricocha (Pool N°2)
Borrow Material
Quarries Yauricocha Yauricocha High
Yauricocha C. L.
Chumpe Chumpe
Chumpe
Other Infrastructure for The Project
Other Facilities Yauricocha Mine facilities: (warehouse, compressors, shaft, winch, maintenance workshop, carpentry, offices, chemical laboratory)
Chumpe Adjoining facilities processing plant (central warehouse, warehouse of fuel, junkyard)
Central mine Landfill
Expansion of the sanitary landfill
Composting area
Central mine Hazardous waste warehouse
Ipillo mine Concrete slab Nº 1
Concrete slab Nº 2
Trench
Housing and Services for Workers
Camp Central Mine Yauricocha camps (Miraflores, Florida, Vista Alegre, Esperanza, Hotel Americano, casa de obreros y otros)
Chumpe Chumpe camps (Chumpe y Huacuypacha – workers houses, employees houses, stadium, school, market)
Dining rooms Central mine Dining rooms - Esperanza
Chumpe Dining rooms - Chumpe

Source: Yauricocha Mine Unit Closure Plan Update´s report N°1683-2013-MEM-AAM/MPC/ RPP/ADB/LRM and report N° 112-2017-MEM-DGAAM/DNAM/DGAM/ PC

 

20.9Closure Monitoring

 

Operational monitoring continues until final closure is achieved.

 

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20.10Post-Closure Monitoring

 

According to the Yauricocha Mine Unit Closure Plan Update under Report N° 339-2020/MINEM-DGAAM-DEAM-DGAM all post closure monitoring activities shall be performed as follows:

 

·Physical stability monitoring - Monitoring of possible displacements and settlements, cracks, slip surfaces control in mine entrances, open pits, tailings deposit, waste rock dumps, camps and auxiliary related installations by topographic landmarks control (fixed concrete bases and stainless plates). The established monitoring frequency for the first two years is bi-annual, and for the following three years annually.

 

·Geochemical monitoring - Monitoring of tailings deposit, waste rock dumps, and open pits inspecting the cover´s surface for cracks and slip surfaces. The established monitoring frequency is bi-annual for the first two years and annually for the following three years.

 

·Hydrological monitoring - Inspection of the hydraulic components of the tailings deposit, waste rock dumps, and open pits for (structural) fissures, settlements, collapsing and flow obstructions. The established monitoring frequency for the first two years is bi-annual, and for the following three years annually.

 

·Water quality monitoring - In three monitoring stations (MA-1, MA-2, MA-3, see footnote 1) for: pH, electrical conductivity, total suspended solids, total dissolved solids, nitrates, alkalinity, acidity, hardness, total cyanide, cyanide wad, ammonium, sulfates, total metals (Al, As, Cd, Ca, Cu, Fe, Pb, Hg, Mo, Ni, Se and Zn), DBO5, DQO, dissolved oxygen. The established monitoring frequency for the first two years is quaternary, and for the following three years bi-annual. No groundwater quality monitoring has been contemplated.

 

·Sediments monitoring - Data from three monitoring stations (MA-1, MA-2, MA-3, see footnote 1) is analyzed for: total metals (Al, As, Cd, Ca, Cu, Fe, Pb, Hg, Mo, Ni, Se and Zn), total cyanide. The data collected shall be compared with reference values for the National Oceanic and Atmospheric Administration of the USA. The established monitoring frequency for the first two years is bi-annual, and annual for the following three years.

 

·Hydrobiological monitoring - In three monitoring stations (MA-1, MA-2, MA-3, see footnote 1) for: phytoplankton, zooplankton, bentos, macrophytas. The established monitoring frequency for the first two years is bi-annual, and annual for the following three years.

 

·Biological monitoring - Vegetation control to verify the effectiveness of the plant cover systems evaluating the extent of engraftment of the species, the success of the revegetation systems and the need for complementary planting, seeding, fertilization and vegetation control. The established monitoring frequency for the first two years is bi-annual, and annual for the following three years.

 

1 MA-1: Tingo river (UTM: N 424,650; E 8,642,250), MA-2: Milpoca Lake (UTM: N 423,975; E 8,634,588), MA-3: Rodiana creek wetland (UTM: N 427,310; E 8,631,000).

 

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·Social monitoring - Monitoring to ensure the quality and accuracy of the information collected in the field, ensure the compliance with the goals and achievements of the objectives of the social activities and programs, and achieve its sustainability. The closure social program monitoring is summarized in this section.

 

Social monitoring - Consists of the development of a set of actions that will allow Sierra to verify the efficiency of social programs related to closure stages, in accordance with each specific objective established for each activity described in the plan, and with the aim to correct if deemed necessary. This program is implemented in the surrounding communities in the social influence area. The main objectives of this program are to provide organization, measurement, and information capabilities to the communities which will enable them to participate with the impact monitoring activities. The KPIs mostly used are related to:

 

Environmental perception surveys in the education centers:

 

·Dissemination of the operation’s public information in the most representatives’ buildings as well as internet;

 

·Closure schedule and progress per month;

 

·Roles and responsibilities;

 

·Resources requirements: Local transport;

 

·Quality control procedures; and

 

·Reports presentation.

 

Sierra will hire a specialist group of professionals with experience in social and communities’ relations. This team will be onsite twice a year to the area and will submit a report, scheduling all the potential activities to develop.

 

20.11Reclamation and Closure Cost Estimate

 

Table 20-9 shows the estimated mine closure costs.

 

Table 20-9: Closure Plan – Summary of Investment per Periods (US$)

 

Description US$ without tax US$ with taxes Periods (years)
Progressive closure 11,127,444 13,130,384 Until 2027
Final Closing 11,643,732 13,739,604 2028 – 2029
Post-Closing 900,487 1,062,574 2030 – 2034
Total Closing 23,671,663 27,932,562  
Total amount of the guarantee 14,802,178  
Cost reference date 2019  

Note: The amount includes tax (VAT, 18%) 

Source: Report Nº 033-2020-MINEM-DGM/DTM/PCM

 

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21Capital and Operating Costs

 

Capital and operating cost forecasts for underground mining were prepared by Sierra’s technical team to support the proposed mine plans based on four different production rates. The costs were reviewed by SRK and appear to be reasonable. The production rates evaluated are:

 

1.3,780 tpd (base case);

 

2.5,500 tpd (in 2024);

 

3.6,500 tpd (in 2024); and

 

4.7,500 tpd (in 2024).

 

All costs presented in this section are Q2 2020 US dollars, unless stated otherwise.

 

Capital and operating cost forecasts are based upon forward-looking information. This forward-looking information includes forecasts with material uncertainty which could cause actual results to differ materially from those presented herein.

 

21.1Capital Cost Forecast

 

The Project’s technical team prepared a forecast of the capital required to sustain the mining and processing operations until the complete exploitation of the resources. This capital forecast is broken down into the following main areas:

 

·Mine development;

 

·Ventilation;

 

·Equipment;

 

·Infill drilling and exploration;

 

·Plant;

 

·TSF; and

 

·Mine closure.

 

Mine development is related to any underground mine development that is capitalized. The cost estimate is based on site specific data from Yauricocha. Equipment sustaining cost includes the capital to maintain and replace mine equipment, while plant and TSF sustaining capital accounts for the expansion of the plant and TSF. These costs were reviewed by SRK and appear to be reasonable.

 

Additional capital costs have been included to account for Plant improvements. Exploration capital will be used in the exploration of future mining opportunities within the company’s mining and exploration concessions. Growth capital includes the capital to achieve the production rates proposed for each plan. There is a potential to optimize the use of growth capex, which can be analyzed at the prefeasibility stage.

 

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21.2Operating Cost Forecast

 

Operating cost forecasts are based on historical costs as provided by the Yauricocha Mine. The costs were broken down into three main areas, as follows:

 

·Mine;

 

·Plant; and

 

·G&A.

 

Table 21-1 through Table 21-12 show the capital (capex) and operating (opex) cost estimates for the four production plan scenarios proposed in this report.

 

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Table 21-1: Opex Forecast 3,780 Tonnes/Day

 

Opex Total Total (US$ 000s) 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034
Mine 639,839 47,467 47,144 47,108 46,970 47,794 47,252 47,314 47,262 47,242 46,572 47,039 46,542 47,115 27,016
Plant 198,865 14,712 14,607 14,596 14,551 14,818 14,642 14,662 14,646 14,639 14,556 14,709 14,546 14,734 8,446
G&A 93,800 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700
Total 932,504 68,879 68,451 68,403 68,221 69,312 68,595 68,677 68,608 68,581 67,829 68,448 67,789 68,549 42,163

Source: Sierra Metals, Redco, 2020

 

Table 21-2: Sustaining Capex Forecast 3,780 Tonnes/Day

 

Sustaining Capex

Total
(US$ 000s)

2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034
Exploration & Development                              
Development 79,869 5,922 6,141 6,134 6,106 6,270 6,162 6,175 6,164 6,160 6,110 6,203 6,104 6,218 -
Equipment 10,320 1,080 1,080 2,040 1,500 720 720 720 720 720 720 300 - -  
Projects                              
Central Shaft Rehab 1,800 1,000 800 - - - - - - - - - - - -
Personnel transportation 4,550 350 - 770 - 770 - 770 - 770 - 770 - 350 -
Concentrator Plant 5,450 1,270 380 800 300 300 300 300 300 300 300 300 300 300 -
Tunnel (Cx 5000 + Shotcrete Plant) 2,300 2,300 - - - - - - - - - - - - -
Drainage System + Study 2,200 1,000 600 600 - - - - - - - - - - -
Ventilation 10,002 879 869 868 864 888 872 874 873 872 865 878 400    
Ramp Lv 1592 and Mascota 3,240 3,240 - - - - - - - - - - - - -
Environmental 1,165 82 82 83 83 83 83 83 83 83 83 83 83 83 83
Seismograph Study and Instrumentation 250 150 50 50 - - - - - - - - - - -
Geomechanical Model Study 500 - 250 - - 250 - - - - - - - - -
Fuel Distribution System 300 300 - - - - - - - - - - - - -
Total 121,945  17,573  10,252  11,345  8,854  9,281  8,138  8,922  8,140  8,906  8,078  8,535  6,887  6,951  83

Source: Sierra Metals, Redco, 2020

 

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Table 21-3: Growth Capex Forecast 3,780 Tonnes/Day

 

Growth Capex Total
(US$ 000s)
2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034
Projects                              
Yauricocha Shaft 19,400 7,000 7,500 4,900 - - - - - - - - - - -
Access to Yauricocha Shaft 5,500 3,000 2,500 - - - - - - - - - - - -
Tailing Dam 32,340 3,234 3,234 3,234 3,234 3,234 3,234 3,234 3,234 3,234 3,234       -
Ramp Lv 720 to Ramp Tatiana 600 600 - - - - - - - - - - - - -
Mine Camp 4,650 150 3,000 1,500 - - - - - - - - - - -
Studies (Techno-economic studies to increase production to 5,500 tpd) 500 250 250 - - - - - - - - - - - -
Studies (geometallurgical) 300 150 - 150 - - - - - - - - - - -
Closure 9,450 1,000 650 650 650 650 650 650 650 650 650 650 650 650 650
Total 72,740 15,384 17,134 10,434 3,884 3,884 3,884 3,884 3,884 3,884 3,884 650 650 650 650

Source: Sierra Metals, Redco, 2020

 

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Table 21-4: Opex Forecast 5,500 Tonnes/Day (2024)

 

Opex Total

Total

(US$ 000s)

2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032
Mine 635,510 47,467 47,144 47,225 60,979 60,763 60,618 60,894 60,813 59,845 60,510 60,281 8,970
Plant 198,975 14,712 14,607 14,634 19,085 19,015 18,968 19,058 19,031 18,891 19,108 19,033 2,832
G&A 80,400 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700
Total 914,844 68,879 68,451 68,559 86,765 86,478 86,287 86,652 86,544 85,436 86,317 86,014 18,502

Source: Sierra Metals, Redco, 2020

 

Table 21-5: Sustaining Capex Forecast 5,500 Tonnes/Day (2024)

 

Sustaining Capex

Total
(US$ 000s)

2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032
Exploration & Development                          
Development 87,378 5,922 6,495 6,511 8,594 8,551 8,522 8,577 8,561 8,475 8,608 8,562 -
Equipment 14,867 2,577 2,577 3,537 2,997 720 720 720 720 300 - -  
Projects                          
Central Shaft Rehab 1,800 1,000 800 - - - - - - - - - -
Personnel transportation 3,780 350 - 770 - 770 - 770 - 770 - 350 -
Concentrator Plant 4,850 1,270 380 800 300 300 300 300 300 300 300 300 -
Tunnel (Cx 5000 + Shotcrete Plant) 2,300 2,300 - - - - - - - - - - -
Drainage System + Study 2,200 1,000 600 600 - - - - - - - - -
Ventilation 11,911 879 1,076 1,076 1,251 1,287 1,262 1,282 1,264 1,272 1,263    
Ramp Lv 1592 and Mascota 3,240 3,240 - - - - - - - - - - -
Environmental 998 82 82 83 83 83 83 83 83 83 83 83 83
Seismograph Study and Instrumentation 250 150 50 50 - - - - - - - - -
Geomechanical Model Study 500 - 250 - - 250 - - - - - - -
Fuel Distribution System 300 300 - - - - - - - - - - -
Total 134,374 19,070 12,310 13,428 13,225 11,962 10,887 11,732 10,928 11,200 10,254 9,295 83

Source: Sierra Metals, Redco, 2020

 

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Table 21-6: Growth Capex Forecast 5,500 Tonnes/Day (2024)

 

Growth Capex

Total

(US$ 000s)

2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032
Projects                          
Yauricocha Shaft 19,400 7,000 7,500 4,900 - - - - - - - - -
Access to Yauricocha Shaft 5,500 3,000 2,500 - - - - - - - - - -
Tailing Dam 35,381 3,931 3,931 3,931 3,931 3,931 3,931 3,931 3,931 3,931 .   -
Ramp Lv 720 to Ramp Tatiana 600 600 - - - - - - - - - - -
Mine Camp 4,650 150 3,000 1,500 - - - - - - - - -
Concentrator Plant to increase prod. 23,400 - 11,700 11,700 -   - - - - - - -
Studies (Techno-economic studies to increase production to 5,500 tpd) 500 250 250 - - - - - - - - - -
Studies (geometallurgical) 300 150 - 150 - - - - - - - - -
Closure 10,831 1,000 894 894 894 894 894 894 894 894 894 894 894
Total 100,562  16,081  29,775  23,075  4,825  4,825  4,825  4,825  4,825  4,825  894  894  894

Source: Sierra Metals, Redco, 2020

 

CK November 2020

 

 

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Yauricocha_Technical_Report_PEA Page 239

 

Table 21-7: Opex Forecast 6,500 Tonnes/Day (2024)

 

Opex Total

Total

(US$ 000s)

2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031
Mine 639,135 47,467 47,144 47,373 67,962 69,376 68,588 68,547 68,006 68,287 67,816 18,569
Plant 200,815 14,712 14,607 14,681 21,345 21,803 21,548 21,535 21,556 21,648 21,494 5,886
G&A 73,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700
Total 913,650 68,879 68,451 68,755 96,007 97,879 96,836 96,782 96,262 96,635 96,010 31,155

Source: Sierra Metals, Redco, 2020

 

Table 21-8: Sustaining Capex Forecast 6,500 Tonnes/Day (2024)

 

Sustaining Capex

Total

(US$ 000s)

2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031
Exploration & Development                        
Development 91,187 5,922 7,238 7,283 9,974 10,254 10,098 10,090 10,103 10,159 10,065 -
Equipment 17,628 3,447 3,447 4,407 3,867 720 720 720 300 - - -
Projects                        
Central Shaft Rehab 1,800 1,000 800 - - - - - - - - -
Personnel transportation 3,010 350 - 770 - 770 - 770 - 350 - -
Concentrator Plant 4,550 1,270 380 800 300 300 300 300 300 300 300 -
Tunnel (Cx 5000 + Shotcrete Plant) 2,300 2,300 - - - - - - - - - -
Drainage System + Study 2,200 1,000 600 600 - - - - - - - -
Ventilation 12,434 870 1,284 1,284 1,499 1,489 1,515 1,501 1,474 1,517 - -
Ramp Lv 1592 and Mascota 3,240 3,240 - - - - - - - - - -
Environmental 915 82 82 83 83 83 83 83 83 83 83 83
Seismograph Study and Instrumentation 250 150 50 50 - - - - - - - -
Geomechanical Model Study 500 - 250 - - 250 - - - - - -
Fuel Distribution System 300 300 - - - - - - - - - -
Total 140,313  19,932  14,131  15,277  15,724  13,866  12,717  13,464  12,261  12,410  10,449  83

Source: Sierra Metals, Redco, 2020

 

CK November 2020

 

 

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Table 21-9: Growth Capex Forecast 6,500 Tonnes/Day (2024)

 

Growth Capex

Total

(US$ 000s)

2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031
Projects                        
Yauricocha Shaft 19,400 7,000 7,500 4,900  -  -  -  -  -  -  -  -
Access to Yauricocha Shaft 5,500 3,000 2,500  -  -  -  -  -  -  -  -  -
Tailing Dam 36,923 4,615 4,615 4,615 4,615 4,615 4,615 4,615 4,615      
Ramp Lv 720 to Ramp Tatiana 600 600  -  -  -  -  -  -  -  -  -  -
Mine Camp 4,650 150 3,000 1,500  -  -  -  -  -  -  -  -
Concentrator Plant to increase prod. 41,400  - 20,700 20,700  -    -  -  -  -  -  -
Studies (Techno-economic studies to increase production to 6,500 tpd) 500 250 250  -  -  -  -  -  -  -  -  -
Studies (geometallurgical) 300 150  - 150  -  -  -  -  -  -  -  -
Closure 11,916 1,000 1,229 1,229 1,229 1,229 1,000 1,000 1,000 1,000 1,000 1,000
Total  121,189  16,765  39,794  33,094  5,844  5,844  5,615  5,615  5,615  1,000  1,000  1,000

Source: Sierra Metals, Redco, 2020

 

CK November 2020

 

 

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Table 21-10: Opex Forecast 7,500 Tonnes/Day (2024)

 

Opex Total

Total

(US$ 000s)

2021 2022 2023 2024 2025 2026 2027 2028 2029 2030
Mine 633,633 47,467 47,144 47,373 76,544 76,311 76,521 76,712 75,931 75,772 33,858
Plant 199,466 14,712 14,607 14,681 24,123 24,047 24,115 24,177 24,144 24,092 10,766
G&A 67,000 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700 6,700
Total 900,009 68,879 68,451 68,755 107,367 107,058 107,336 107,590 106,775 106,565 51,324

Source: Sierra Metals, Redco, 2020

 

Table 21-11: Sustaining Capex Forecast 7,500 Tonnes/Day (2024)

 

Sustaining Capex

Total

(US$ 000s)

2021 2022 2023 2024 2025 2026 2027 2028 2029 2030
Exploration & Development                      
Development 92,896 5,922 8,462 8,508 11,671 11,625 11,667 11,705 11,684 11,653 -
Equipment 20,388 4,317 4,317 5,277 4,737 720 720 300 - - -
Projects                      
Central Shaft Rehab 1,800 1,000 800 - - - - - - - -
Mine Camp - - - - - - - - - - -
Mascota Shaft - - - - - - - - - - -
Personnel transportation 3,010 350 - 770 - 770 - 770 - 350 -
Concentrator Plant 4,250 1,270 380 800 300 300 300 300 300 300 -
Tunnel (Cx 5000 + Shotcrete Plant) 2,300 2,300 - - - - - - - - -
Drainage System + Study 2,200 1,000 600 600 - - - - - - -
Ventilation 12,846 1,397 1,397 1,397 1,730 1,737 1,724 1,718 1,745    
Ramp Lv 1592 and Mascota 3,240 3,240 - - - - - - - - -
Environmental 831 82 82 83 83 83 83 83 83 83 83
Seismograph Study and Instrumentation 250 150 50 50 - - - - - - -
Geomechanical Model Study 500 - 250 - - 250 - - - - -
Fuel Distribution System 300 300 - - - - - - - - -
Total 144,813  21,328  16,339  17,485  18,522  15,486  14,494  14,876  13,813  12,386  83

Source: Sierra Metals, Redco, 2020

 

CK November 2020

 

 

SRK Consulting
2US043.007 Sierra Metals Inc.
Yauricocha_Technical_Report_PEA Page 242

 

 

Table 21-12: Growth Capex Forecast 7,500 Tonnes/Day (2024)

 

Growth Capex

Total

(US$ 000s)

2021 2022 2023 2024 2025 2026 2027 2028 2029 2030
Projects                      
Yauricocha Shaft 19,400 7,000 7,500 4,900 - - - - - - -
Access to Yauricocha Shaft 5,500 3,000 2,500 - - - - - - - -
Tailing Dam 37,615 4,702 4,702 4,702 4,702 4,702 4,702 4,702 4,702    
Ramp Lv 720 to Ramp Tatiana 600 600 - - - - - - - - -
Mine Camp 4,650 150 3,000 1,500 - - - - - - -
Concentrator Plant to increase prod. 59,400 - 29,700 29,700 - - - - - - -
Studies (Techno-economic studies to increase production to 7,500 tpd) 500 250 250 - - - - - - - -
Studies (geometallurgical) 300 150 - 150 - - - - - - -
Closure 12,700 1,000 1,300 1,300 1,300 1,300 1,300 1,300 1,300 1,300 1,300
Total 140,665  16,852  48,952  42,252  6,002  6,002  6,002  6,002  6,002  1,300  1,300

Source: Sierra Metals, Redco, 2020

 

CK November 2020

 

 

SRK Consulting
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Yauricocha_Technical_Report_PEA Page 243

 

22Economic Analysis

 

The economic analysis for this PEA was prepared by Sierra Metals and reviewed by SRK. The analysis is based on Mineral Resources which includes Inferred Mineral Resources. Mineral resources that are not Mineral Reserves do not have demonstrated economic viability and are not supported at least by a pre-feasibility study. This PEA is preliminary in nature and there is no certainty that the results of the PEA will be realized.

 

The results of the economic analysis in this PEA are based upon forward-looking information. This forward-looking information includes forecasts with material uncertainty which could cause actual results to differ materially from those presented herein.

 

Table 22-1 shows the metals prices used in this PEA study.

 

Table 22-1: Commodity Prices (CIBC, Consensus Commodity Forecast, August 2020)

 

Metal Unit 2020 2021 2022 2023 Long Term (LT)
Au $/oz 1,755 1,907 1,782 1,737 1,541
Ag $/oz 19.83 24.12 22.22 22.47 20
Cu $/lb 2.65 2.86 2.89 2.93 3.05
Pb $/lb 0.82 0.87 0.89 0.9 0.91
Zn $/lb 0.94 0.99 1.04 1.04 1.07

Source: CIBC Global Mining Group, 2020

 

The main economic factors and assumptions used in the economic analysis include the following:

 

·Average grades of Zn 1.71%, Pb 0.48%, Ag 34.2 g/t (1.1 oz/t), Cu 1.28% and Au 0.42 g/t (0.01 oz/t);

 

·Ordinary Mining Entitled Royalty rate depending on the operating margin;

 

·Extraordinary Mining Entitled Royalty rate depending on the operating margin;

 

·Corporate Tax rate of 29.5%;

 

·Numbers are presented on a 100% ownership basis and do not include financing costs; and

 

·The metallurgical recoveries used in the evaluation are:

 

80.4% Cu, 88.6 % Pb, 89.2 % Zn; and

 

76.4 % Ag, 17.2 % Au.

 

The source of this information is the previous NI 43-101 Technical Report (SRK Consulting (Canada) Inc., January 17, 2020) which SRK considers still to be valid. The four production rates evaluated in this PEA are:

 

1.3,780 tpd (base case);

 

2.5,500 tpd (in 2024);

 

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3.6,500 tpd (in 2024); and

 

4.7,500 tpd (in 2024).

 

The economic analysis is based on the economic factors and assumptions listed above, the mine schedules prepared for each production rate scenario, the capex and opex estimates described in Section 21, and the price assumptions shown in Table 22-1.

 

Table 22-2 shows the results of the economic evaluations made to the proposed mine plans in this PEA, with the options 3,780 tpd, 5,500 tpd, 6,500 tpd and 7,500 tpd, with maximum production in 2024 (except for the base case of 3,780 tpd which is at maximum production already). Of all the production rate options evaluated, the 7,500 tpd production rate has the highest after tax NPV.

 

Table 22-2: Summary Economic Forecast

 

Description Unit

3,780
TPD

5,500
TPD


(2024)

6,500
TPD
(2024)

7,500
TPD
(2024)

Life of Mine Years 14 12 11 10
Market Prices (Long Term)
Zinc $/lb 1.07 1.07 1.07 1.07
Lead $/lb 0.91 0.91 0.91 0.91
Silver $/oz 20 20 20 20
Copper $/lb 3.05 3.05 3.05 3.05
Gold $/oz 1541 1541 1541 1541
Net Sales
Sales Zinc k$ 558,072 578,936 587,889 590,280
Sales Lead k$ 149,424 151,951 152,915 153,376
Sales Silver k$ 266,341 274,736 279,640 281,911
Sales Copper k$ 1,220,911 1,278,506 1,316,770 1,331,787
Sales Gold k$ 63,240 66,406 68,668 69,402
Gross Revenue k$ 2,257,988 2,350,535 2,405,883 2,426,757
Charges for treatment, refining, impurities k$ 296,927 310,249 316,280 318,900
Gross Revenue After Selling and Treatment Costs k$ 1,961,061 2,040,286 2,089,603 2,107,857
Royalty and Mining Permits k$ 58,483 63,756 66,082 65,745
Gross Revenue After all Costs k$ 1,902,578 1,976,529 2,023,521 2,042,112
Operation Costs
Mine k$ 639,839 635,510 639,135 633,633
Plant k$ 198,865 198,975 200,815 199,466
G&A k$ 93,800 80,400 73,700 67,000
Total Operation k$ 932,504 914,884 913,650 900,099
EBITDA k$ 1,028,557 1,125,402 1,175,953 1,207,757
LOM Capital + Sustaining Capital k$ 194,685 234,936 261,502 285,478
Working Capital k$ 8,719 0 382 754
Income Taxes k$ 210,675 231,514 236,622 235,147
Cash flow before Taxes k$ 704,570 758,467 778,238 786,467
Cash flow after Taxes k$ 493,894 526,953 541,616 551,321
After Tax NPV @5% k$ 378,916 410,728 421,905 431,088
After Tax NPV @8% k$ 330,092 359,087 368,002 376,239
After Tax NPV @10% k$ 303,394 330,193 337,640 345,130
After Tax NPV @12% k$ 280,395 304,910 310,954 317,654

Source: Sierra Metals, Redco, 2020

 

CK November 2020

 

 

SRK Consulting
2US043.007 Sierra Metals Inc.
Yauricocha_Technical_Report_PEA Page 245

 

Figure 22-1 shows the relationship of NPV vs Production Rate scenarios at different discount rates.

 

Source: Sierra Metals, Redco, 2020

 

Figure 22-1: Sensitivity Analysis – NPV vs. Production Rate

 

The incremental internal rate of return (IRR) indicates that the highest return on investment occurs when the production increase is made from 3,780 tpd to 5,500 (35.74% in Table 22-3). Table 22-4 shows the Profitability Index (PI), showing that the 5,500 tpd alternative has a higher profitability index (0.85).

 

Table 22-3: Incremental NPV and IRR Forecast

 

INCREMENTAL NET PRESENT VALUE NPV US$ IRR %
3,780 tpd – 5,500 tpd 28,427,956 35.74%
3,780 tpd – 6,500 tpd 37,350,922 25.78%
3,780 tpd – 7,500 tpd 45,569,379 24.80%
5,500 tpd – 6,500 tpd 8,922,966 13.59%
5,500 tpd – 7,500 tpd 17,141,424 16.86%
6,500 tpd – 7,500 tpd 8,218,458 21.70%

Source: Sierra Metals, Redco, 2020

 

Table 22-4: Incremental NPV and Profitability Index (PI) Forecast

 

INCREMENTAL NET PRESENT VALUE NPV US$ PI
3,780 tpd – 5,500 tpd 28,427,956 0.85
3,780 tpd – 6,500 tpd 37,350,922 0.62
3,780 tpd – 7,500 tpd 45,569,379 0.54

Source: Sierra Metals, Redco, 2020

 

Sierra observes that there are some mineralized material and waste haulage issues due to mineralized zone geometry and distribution. As such, Sierra has decided that the 5,500 tpd production rate option is the recommended case for a future pre-feasibility study. Increased production rates beyond 5,500 tpd may be possible once Yauricocha has resolved the mineralized material and waste haulage issues.

 

CK November 2020

 

 

SRK Consulting
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Yauricocha_Technical_Report_PEA Page 246

 

The 5,500 tpd (2024) proposed mine plan has a capital requirement (initial and sustaining) of US$ 235 M over the 12-year LOM; efficiencies associated with higher throughputs are expected drive a reduction in operating costs on a per tonne basis. This PEA indicates an after-tax NPV (8%) at 5,500 tpd (in 2024) of US$ 359 M. Total operating cost for the LOM is US$ 915 M, equating to a total operating cost of US$ 45.25 per tonne milled and US$ 1.19 per pound copper equivalent. Economic estimates are based upon forward-looking information. This forward-looking information includes forecasts with material uncertainty which could cause actual results to differ materially from those presented herein.

 

A sensitivity analysis was performed for each mining plan to analyze the impact of the change on the main drivers: metal grades, operating and capital costs, and gross income. These are shown in Table 22-5 to Table 22-8, and in Figure 22-2 to Figure 22-9.

 

CK November 2020

 

 

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Table 22-5: Sensitivity Analysis NPV, 3,780 TPD (US$)

 

Sensitivity -30% -20% -10% 0% 10% 20% 30%
Zn % 270,714,748 290,541,908 310,335,318 330,091,950 349,795,125 369,363,464 388,906,084
Pb % 312,664,485 318,479,458 324,291,346 330,091,950 335,884,858 341,676,520 347,468,006
Ag g/t 296,530,086 307,728,465 318,917,368 330,091,950 341,243,929 352,353,463 363,420,094
Cu % 211,721,408 251,469,461 290,880,472 330,091,950 368,614,231 406,870,396 444,992,548
Au g/t 322,853,495 325,267,444 327,680,632 330,091,950 332,503,123 334,913,051 337,321,676
Gross Income 45,827,517 147,841,486 239,569,747 330,091,950 419,018,674 507,225,581 595,014,298
OPEX 431,994,329 398,480,703 364,551,227 330,091,950 294,752,784 259,035,397 222,865,373
CAPEX 375,013,887 360,039,908 345,065,929 330,091,950 315,117,971 300,143,992 285,170,013

Source: Sierra Metals, Redco, 2020

 

Source: Sierra Metals, Redco, 2020

 

Figure 22-2: Sensitivity Analysis – 3,780 TPD

 

 

Source: Sierra Metals, Redco, 2020

 

Figure 22-3: Sensitivity NPV vs. Discount Rate – 3,780 TPD

 

The analysis shows that the NPV is most sensitive to changes in gross income and operating costs, moderately sensitive to changes in capex and the grade of copper, and least sensitive to changes in the grades of silver, gold, lead and zinc.

 

CK November 2020

 

 

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Table 22-6: Sensitivity Analysis NPV, 5,500 TPD (US$)

 

Sensitivity -30% -20% -10% 0% 10% 20% 30%
Zn % 295,434,160 316,689,640 337,905,568 359,087,090 380,241,533 401,360,516 422,441,354
Pb % 340,874,910 346,948,143 353,018,564 359,087,090 365,155,543 371,223,995 377,290,055
Ag g/t 323,503,333 335,375,049 347,238,069 359,087,090 370,928,662 382,758,872 394,576,726
Cu % 228,631,042 272,408,502 315,875,035 359,087,090 402,104,535 444,939,142 487,606,417
Au g/t 351,120,340 353,776,921 356,433,425 359,087,090 361,739,842 364,392,593 367,045,345
Gross Income 54,227,481 161,565,913 260,905,553 359,087,090 456,422,261 553,171,841 649,463,883
OPEX 465,787,555 430,629,638 395,063,069 359,087,090 322,722,805 285,948,736 248,793,884
CAPEX 413,901,191 395,629,824 377,358,457 359,087,090 340,815,724 322,544,357 304,272,990

Source: Sierra Metals, Redco, 2020

 

 

Source: Sierra Metals, Redco, 2020

 

Figure 22-4: Sensitivity Analysis – 5,500 TPD

 

 

Source: Sierra Metals, Redco, 2020

 

Figure 22-5: Sensitivity NPV vs. Discount Rate – 5,500 TPD

 

The analysis shows that the NPV is most sensitive to changes in gross income and operating costs, moderately sensitive to changes in capex and the grade of copper, and least sensitive to changes in the grades of silver, gold, lead and zinc.

 

CK November 2020

 

 

SRK Consulting
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Yauricocha_Technical_Report_PEA Page 249

 

Table 22-7: Sensitivity Analysis NPV, 6,500 TPD (US$) (2024)

 

Sensitivity -30% -20% -10% 0% 10% 20% 30%
Zn % 265,768,364 299,961,146 334,028,208 368,001,674 401,880,085 435,682,111 469,440,309
Pb % 368,001,674 368,001,674 368,001,674 368,001,674 368,001,674 368,001,674 368,001,674
Ag g/t 229,985,530 276,298,033 322,281,610 368,001,674 413,501,382 458,807,777 503,993,781
Cu % 349,557,670 355,708,869 361,857,080 368,001,674 374,142,407 380,277,792 386,410,726
Au g/t 359,558,775 362,374,188 365,188,353 368,001,674 370,814,293 373,623,595 376,432,600
Gross Income 52,734,344 162,062,310 265,623,751 368,001,674 469,526,742 570,447,894 670,915,267
OPEX 477,295,936 441,270,072 404,838,105 368,001,674 330,757,644 293,107,085 255,056,186
CAPEX 430,773,100 409,849,291 388,925,483 368,001,674 347,077,866 326,154,057 305,230,249

Source: Sierra Metals, Redco, 2020

 

 

Source: Sierra Metals, Redco, 2020

 

Figure 22-6: Sensitivity Analysis – 6,500 TPD

 

 

Source: Sierra Metals, Redco, 2020

 

Figure 22-7: Sensitivity NPV vs. Discount Rate – 6,500 TPD

 

The analysis shows that the NPV is most sensitive to changes in gross income and operating costs, moderately sensitive to changes in capex and the grade of copper, and least sensitive to changes in the grades of silver, gold, lead and zinc.

 

CK November 2020

 

 

SRK Consulting
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Yauricocha_Technical_Report_PEA Page 250

 

Table 22-8: Sensitivity Analysis NPV, 7,500 TPD (US$) (2024)

 

Sensitivity -30% -20% -10% 0% 10% 20% 30%
Zn % 309,647,428 331,888,596 354,093,382 376,239,165 398,358,937 420,443,584 442,477,279
Pb % 357,528,363 363,765,567 370,002,366 376,239,165 382,473,807 388,700,622 394,922,695
Ag g/t 338,429,656 351,042,022 363,643,314 376,239,165 388,821,875 401,390,792 413,956,353
Cu % 231,539,685 280,064,864 328,299,523 376,239,165 423,979,128 470,984,600 517,202,459
Au g/t 367,430,570 370,367,689 373,304,404 376,239,165 379,172,574 382,104,846 385,035,084
Gross Income 51,875,757 162,836,345 270,132,005 376,239,165 481,425,423 584,178,414 686,443,329
OPEX 486,768,495 450,937,379 413,814,021 376,239,165 338,269,479 299,915,772 261,169,028
CAPEX 446,194,872 422,876,303 399,557,734 376,239,165 352,920,596 329,602,027 306,283,458

Source: Sierra Metals, Redco, 2020

 

 

Source: Sierra Metals, Redco, 2020

 

Figure 22-8: Sensitivity Analysis – 7,500 TPD

 

 

Source: Sierra Metals, Redco, 2020

 

Figure 22-9: Sensitivity NPV vs. Discount Rate – 7,500 TPD

 

The analysis shows that the NPV is most sensitive to changes in gross income and operating costs, moderately sensitive to changes in capex and the grade of copper, and least sensitive to changes in the grades of silver, gold, lead and zinc.

 

CK November 2020

 

 

SRK Consulting
2US043.007 Sierra Metals Inc.
Yauricocha_Technical_Report_PEA Page 251

 

22.1Risk Assessment

 

The Yauricocha Mine experiences risks that are similar to those faced by any other base and precious metals mining operation. The mine features several positive characteristics which significantly reduce the risks involved with the mine’s continued operation. These include, but are not limited to, many years of proven mine extraction, processing history, knowledge and experience, a favourable regulatory climate with existing agreements and permits for operations, access, power, water and land use, and the ability to further reduce unit costs by increasing the production rate. Sierra prepared a risk assessment for the Yauricocha Mine and this was reviewed by SRK.

 

Table 22-9 provides a list of the potential risks associated with the continued operation of the Yauricocha Mine. The risk ratings for each category at Yauricocha range from “Low in Green”, “Medium in Yellow” and “High in Red”. The risk ratings for the majority of categories are low or medium with only Hydrogeological rated as high risk, as detailed below.

 

CK November 2020

 

 

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Table 22-9: Yauricocha Mine - Risk Assessment

 

Risk Risk Rating
Low Medium High
Operations
LOM Schedule      
Production Expansion      
Infrastructure      
Economics
Opex      
Capex      
Metal prices      
Off-site treatment costs      
Marketing agreements      
Technical
Resources/Exploration      
Geotechnical/Hydrogeological      
Mining      
Pillar recovery      
Processing      
Tailings Storage      
Other
Permits      
Social License      
Environment      

Source: Sierra Metals, Redco, 2020

 

Operations

 

Sierra has many years of successful operational experience at the Yauricocha mine and therefore considers the risk rating for the various LOM schedules it has prepared for this PEA study as being low. A production rate increase from 3,780 tpd to 5,500 tpd represents a 46% increase in the production rate and therefore further study will be required to determine the maximum capacity of the existing mine infrastructure, and what aspects of the mine’s infrastructure may have to be expanded to achieve 5,500 tpd and beyond. Thus, the categories of production expansion and mine infrastructure have a medium risk rating; uncertainties concerning production expansion and mine infrastructure can be mitigated through future studies such as prefeasibility and feasibility studies.

 

Economics

 

Operating costs are based on actual production data and are therefore more accurate than estimated operating costs normally found in PEA reports. These costs form the basis of the base case (3,780 tpd) and have been conservatively factored to estimate the operating costs for higher production rates. The NPV is moderately sensitive to changes in capital cost and therefore capital cost control will be important as the mine undertakes new capital expenditures to support production expansion.

 

CK November 2020

 

 

SRK Consulting
2US043.007 Sierra Metals Inc.
Yauricocha_Technical_Report_PEA Page 253

 

Technical

 

This PEA report includes Inferred Resources in the LOM schedules. Inferred Resources are too speculative to be used in an economic analysis, except as allowed for by NI 43-101 in PEA studies.

 

Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability. There is no certainty that Inferred Resources can be converted to Indicated or Measured Resources or Mineral Reserves, and as such, there is no certainty that the results of this PEA will be realized. As such, the Mineral Resource risk for the Yauricocha Mine is considered to be medium. More exploration work will be required to establish increases in Measured and Indicated Resources.

 

The geotechnical knowledge of the Yauricocha Mine is good, and the stope and ground support designs derived from this knowledge have served the mine well. The mineralized zones yet to be developed are not considered materially different than the zones being currently mined. Hydrogeological risks, however, are considered high, since there is a presence of water in several sectors, and the safe continuation of the mining work must be ensured, particularly as the mining takes place at greater depth in the future.

 

In the case of the mine, plant and tailings processes, these are well understood processes and their risk is assigned a medium rating when considered in the context of making a significant production rate expansion.

 

Other

 

The mine is legally permitted for full mining operations, access, water, power and land use. The mine conforms with all regulatory requirements, is recognized as a safe and efficient mining operation, and is noted to be a good employer in the region. Sierra considers there to be potential risks related to include Permits, Social License and the Environment. The relationship with local communities and other interested parties is always a consideration and can positively or negatively influence issues; therefore, the risks for Permits, Social License and the Environment are assigned a medium rating.

 

CK November 2020

 

 

SRK Consulting
2US043.007 Sierra Metals Inc.
Yauricocha_Technical_Report_PEA Page 254

 

23Adjacent Properties

 

SRK is not aware of any adjacent properties to the Yauricocha Mine as defined under NI 43-101.

 

CK November 2020

 

 

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2US043.007 Sierra Metals Inc.
Yauricocha_Technical_Report_PEA Page 255

 

24Other Relevant Data and Information

 

There is no other relevant information or explanation necessary to make the Technical Report understandable and not misleading.

 

CK November 2020

 

 

SRK Consulting
2US043.007 Sierra Metals Inc.
Yauricocha_Technical_Report_PEA Page 256

 

25Interpretation and Conclusions

 

25.1Geology and Exploration

 

SRK is of the opinion that the exploration at Yauricocha is being conducted in a reasonable manner and is supported by an extensive history of discovery and development. Recent exploration success at Esperanza and Cuye will continue to develop in the near term and SRK notes that other areas near the current mining operation remain prospective for additional exploration, and that these will be prioritized based on the needs and objectives of the Yauricocha Mine. Regional exploration continues at Doña Leona, a geophysical interpreted anomaly located 2.5 km southeast of the Yauricocha Mine and at Kilcaska, a geochemical anomaly situated 7.5 km southeast of the Yauricocha Mine.

 

The understanding of the geology and mineralization at Yauricocha is based on a combination of geologic mapping, drilling, and development sampling that guides the ongoing mine design. SRK has reviewed the methods and procedures for these data collection methods and notes that they are generally reasonable and consistent with industry best practice. The validation and verification of data and information supporting the Mineral Resource estimation has historically been deficient, but strong efforts are being made to modernize and validate the historic information using current, aggressive QA/QC methods and more modern practices for drilling and sampling. SRK notes that the majority of the remaining resources in areas such as Mina Central and Cachi-Cachi are supported by more modern data validation and QA/QC, and that new areas like Esperanza feature extensive QA/QC and third-party analysis.

 

The current QA/QC program is aggressive and should be providing very high confidence in the quality of the analytical data. Unfortunately, the results from both the ALS and Chumpe laboratories continue to show significant failures which could be related to several factors that may be out of the control of the laboratory.

 

SRK is of the opinion that the current procedures and methods for the data collection and validation are reasonable and consistent with industry best practices, but that there are opportunities to improve this going forward. For example, the current management of the “database” is effectively maintained through a series of individual Excel files, which is not consistent with industry best practice. Modern best practices generally feature a unified database software system with all of the information compiled and stored in one place, with methods and procedures in place to verify the data, prevent tampering and track any changes.

 

25.2Mineral Resource Estimate

 

The procedures and methods supporting the Mineral Resource estimation have been developed in conjunction with Minera Corona geological personnel, and the resource estimations presented herein have been conducted by independent consultants using supporting data generated by site personnel. In general, the geological models are defined by the site geologists using manual and implicit 3D modeling techniques from drilling and development information. These models are used to constrain block models, which are flagged with bulk density, mine area, depletion, etc. Grade is estimated into these block models using both drill and channel samples and applying industry-standard estimation methodology. Mineral Resources estimated by the independent consultants are categorized in a manner consistent with industry best practice and are reported above reasonable unit value cut-offs.

 

CK November 2020

 

 

SRK Consulting
2US043.007 Sierra Metals Inc.
Yauricocha_Technical_Report_PEA Page 257

 

SRK notes that the procedures used for estimating the Mineral Resources at the mine (i.e. Minera Corona) are in development and are far more advanced than in previous years.

 

SRK noted some unusual approaches with the sample selection criteria and search distances that yielded reasonable results but could be refined. For example, the sample selection criteria were locally very restrictive, and the search distances were very limited; these could be improved through more detailed geostatistical analysis. Nonetheless, SRK’s review and validation of the Minera Corona models found them to be reasonable approximations of the input data and supported by the mine’s understanding of the geology.

 

SRK is of the opinion that the resource estimations are suitable for public reporting and are a fair representation of the in-situ contained metal for the Yauricocha deposit.

 

25.3Mineral Processing and Metallurgical Testing

 

SRK is the opinion that Yauricocha’s processing facility is reasonably well operated and shows flexibility to treat multiple sources of mineralized material. The metallurgical performance, i.e., metal recovery and concentrate grade, has been consistent throughout the period evaluated allowing the mine to produce commercial quality copper concentrate, lead concentrate, and zinc concentrate.

 

The spare capacity in their oxide circuit is an opportunity to source material from third-party mines located in the vicinity. The presence of arsenic is being well managed by blending mineralized material in order to control arsenic concentration in the final concentrates. Gold deportment seems an opportunity that Yauricocha may want to investigate, particularly by evaluating gravity concentration in the grinding stage, or alternatively in the final tails, or both.

 

25.4Mineral Reserve Estimate

 

A Mineral Reserve has not been estimated for the Project as part of this PEA.

 

25.5Mining Methods

 

25.5.1Mining

 

The Yauricocha Mine is a producing operation with a long production history. The majority of mining is executed through mechanized sub-level caving with a relatively small portion of the mining using overhand cut and fill. The mine uses well-established, proven mining methods and is anticipated to continue to maintain a 3,800 tpd (1.4 Mt/y) production rate for the remainder of 2020.

 

25.5.2Geotechnical

 

A current industry standard is to have geotechnical databases within three-dimensional modelling software such as Leapfrog Geo. The Leapfrog Geo models provided to SRK for this PEA did not contain geotechnical data and were largely only focused on the zones of mineralization. From this observation, SRK is unclear whether the Yauricocha mine staff are updating and maintaining the geotechnical model that was prepared in conjunction with SRK. If they are not, SRK recommends that the mine resume updating and maintaining the geotechnical model.

 

CK November 2020

 

 

SRK Consulting
2US043.007 Sierra Metals Inc.
Yauricocha_Technical_Report_PEA Page 258

 

The ground control management level plans reviewed present a rock mass quality regime that is consistent with the conceptual geotechnical rock mass model, as well as the description of the domains and sub-domains from the 2015 Technical Report. The level plans, and accompanying development profile and installation procedures are well developed and appropriate for operational application. The ground support designs were not reviewed in detail as part of this study, but an observation was made that the ground support type for good ground did not include any surface support. Unless there is a thorough and regimented check-scaling procedure ensured, industry standard is to have surface support of mesh and/or shotcrete even in good ground.

 

SRK is of the opinion that the current understanding of subsidence and its effects is reasonable. The current understanding of in-situ and induced stress for the current mining areas is satisfactory, but for the deeper planned mining areas, site specific stress measurements and stress modelling are needed. The current understanding of the conditions leading to a mud rush and the mitigation measures put in place are reasonable; however, the potential occurrence of a mud rush event is an ever-present risk, particularly when entering new mining areas. Dewatering practices need to be maintained, existing drawpoints monitored, and new areas investigated prior to being developed.

 

25.5.3Hydrology

 

As the mine expands, water inflows should be expected to increase. Mitigation efforts should continue to be assessed and tested, but operational management plans should continue to assume that inflows and mud rush potential will increase until such a time that the effectiveness of mitigation efforts can be proven, or decisions are made to address water-related risks through other management plans.

 

Past efforts have been made to control or reduce inflows. A large amount of data is available that could be used to understand the source of water, but it is currently not compiled in a manner to allow this to be easily done.

 

In the past, drainage tunnels and exploratory test drill holes have been completed in efforts to control or reduce inflow to mining areas. Drain holes were completed in the 920 and 870 levels in Antacaca Sur, 920 level in Antacaca, 920 and 970 levels in Catas and 870 and 920 levels in Rosaura. All of these water management features were oriented into the granodiorite to intercept flow before reaching the subsidence zone. Some of drillholes were later cemented to reduce inflows into mining zones.

 

During drilling, inflows were observed to decrease on the 820 and 870 levels, and post drilling decreasing inflows were observed on the 920 level. Inflows in Antacaca Sur and Rosaura have been reduced over time, but inflows appear to be increasing in Catas and Esperanza.

 

CK November 2020

 

 

SRK Consulting
2US043.007 Sierra Metals Inc.
Yauricocha_Technical_Report_PEA Page 259

 

In conclusion, the mine has in the past, or currently, been able to manage water sufficiently to allow mining to proceed. As the mine expands, water inflows should be expected to increase. Mitigation efforts should continue to be assessed and tested, but operational management plans should continue to assume that inflows and mud rush potential will increase until such a time that the effectiveness of mitigation efforts can be proven, or decisions are made to address water-related risks through other management plans.

 

25.6Recovery Methods

 

Yauricocha operates a conventional processing plant that has been subject to continuous improvements in recent years, including a crushing stage for the oxide circuit and installation of multiple flotation cells in the polymetallic circuit to improve recovery and deportment of metals.

 

25.7Infrastructure

 

The infrastructure is well developed and functioning as would be expected for a mature operation. The TSF continues to develop and will require ongoing monitoring to assure the construction of the next lift is timely to support the operation. Ongoing monitoring of the stability of the embankment and operations practices is recommended to conform to industry best practices.

 

25.8Environmental Studies and Permitting

 

Sierra has all relevant permits required for the current mining and metallurgical operations. Sierra also has a Community Relations Plan including annual assessment, records, minutes, contracts and agreements.

 

Sierra applied to SENACE to start the evaluation process of the “Environmental Impact Study of the Metallurgical Mining Components Update Project” (Geoservice Ambiental S.A.C., 2017) within the framework of the Supreme Decree N° 016-1993-EM, as this study was initiated before the enforcement of the D.S N° 040-2014-EM and in application of an exceptional procedure established by it. The EIA was obtained on February 11, 2019.

 

25.9Economic Analysis

 

Sierra Metals make the following interpretations and conclusions based on the economic analysis:

 

The PEA considered four different production rates for the Yauricocha Mine:

 

1.3,780 tpd (base case);

 

2.5,500 tpd (in 2024);

 

3.6,500 tpd (in 2024); and

 

4.7,500 tpd (in 2024).

 

Of all the production rate options evaluated, the 7,500 tpd production rate has the highest after tax NPV. A review of the incremental IRR indicates that the highest return on investment occurs when the production increase is made from 3,780 tpd to 5,500 tpd. The 5,500 tpd alternative also has the highest profitability index (0.85).

 

CK November 2020

 

 

SRK Consulting
2US043.007 Sierra Metals Inc.
Yauricocha_Technical_Report_PEA Page 260

 

Sierra observes that there are some mineralized material and waste haulage issues due to mineralized zone geometry and distribution. As such, Sierra has decided that the 5,500 tpd production rate option is the recommended case for a future pre-feasibility study. Increased production rates beyond 5,500 tpd may be possible once Yauricocha has resolved the mineralized material and waste haulage issues.

 

The 5,500 tpd (2024) proposed mine plan has a capital requirement (initial and sustaining) of US$ 235 M over the 12-year LOM; efficiencies associated with higher throughputs are expected drive a reduction in operating costs on a per tonne basis. This PEA indicates an after-tax NPV (8%) at 5,500 tpd (in 2024) of US$ 359 M. Total operating cost for the LOM is US$ 915 M, equating to a total operating cost of US$ 45.25 per tonne milled and US$ 1.19 per pound copper equivalent. Economic estimates are based upon forward-looking information. This forward-looking information includes forecasts with material uncertainty which could cause actual results to differ materially from those presented herein.

 

A sensitivity analysis was performed for each mining plan to analyze the impact of the change on the main drivers: metal grades, operating and capital costs, and gross income. The analysis shows that the NPV is most sensitive to changes in gross income and operating costs, moderately sensitive to changes in capex and the grade of copper, and least sensitive to changes in the grades of silver, gold, lead and zinc.

 

The proposed mine plan is conceptual in nature and would benefit from further, more definitive, investigation.

 

25.10Foreseeable Impacts of Risks

 

Environment, Social and Permitting

 

Future expansions or modifications could be delayed due to permitting regulations and the requirement for evaluating environmental and social impact assessments with respect to environmental protection and management regulation for operating, profit, general labor and mining storage activities (Supreme Decree N° 040-2014-EM, 11/12/2014).

 

Other

 

SRK is unaware of any other significant factors and risks that may affect access, title, or the right or ability to perform the work recommended for the Project.

 

CK November 2020

 

 

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Yauricocha_Technical_Report_PEA  Page 261

 

26Recommendations

 

26.1Recommended Work Programs

 

SRK notes that the Yauricocha Mine is currently in operation and has an extensive past production record. Thus, the recommendations that follow are aimed at improving operational performance and grade per tonne reconciliation.

 

26.1.1Geology and Mineral Resource Estimation

 

SRK has the following recommendations for the geology and Mineral Resources at Yauricocha:

 

·Construct and compile a single reliable secure drilling and sampling database for the entire mine area, which can be easily verified, audited, and shared internally. This can be accomplished through commercially available SQL database management tools.

 

·Exploration should continue in the Esperanza area, which is locally open along strike and at depth.

 

·Long-term exploration should be focused on areas such as the possible intersection of the Yauricocha fault and the Cachi-Cachi structural trend, where recent geophysical data are currently being generated to assist in targeting.

 

·Given the use of channel samples in the Mineral Resource estimations, SRK recommends ensuring that the channel samples are collected on a representative basis, and that they are collected across the entire exposed thickness of a mineralized zone. In addition, they should be weighed for each sample to ensure that appropriate quantities of material are sampled from both the harder, more difficult material and the higher-grade, softer material.

 

·SRK strongly recommends reviewing the performance of the QA/QC program as soon as batches of results are returned. If any failures occur, investigation and re-analysis of these samples and +/- five adjacent samples on either side of the respective failure should be completed as soon as possible to prevent any sample preparation or laboratory issues.

 

·No umpire laboratory checks of the Chumpe laboratory were completed in the period November 2019 to June 2020. SRK recommends that umpire duplicates be implemented on a regular basis for both coarse and pulp reject material.

 

·SRK recommends that density measurements of drillhole core be implemented as a regular practice to improve density relationships in mineralized and non-mineralized rock.

 

·Minera Corona should produce detailed internal documentation summarizing the procedures and methods similar to those described in this report.

 

Of note, SRK strongly recommends developing internal standards and procedures for estimation and reporting of Mineral Resources. Although this is somewhat new for the mine personnel, SRK is of the opinion that sufficient talent and technology support exists to continue to develop this expertise.

 

CK November 2020

 

 

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Yauricocha_Technical_Report_PEA  Page 262

 

·Exploration should be supported by a reasonably detailed litho-stratigraphic and structural model for the area to aid in exploration targeting. At present, this model does not exist and should be generated by mine and exploration personnel to produce fit for purpose models.

 

·SRK recommends that a standardized workflow is applied to the geological modelling to prevent significant changes in mineralized shape forms with minor additions of drillhole information. The integration of structure, stratigraphy and mineralized zone into a global model is essential in developing a comprehensive exploration and mining model. This will prevent inconsistencies and overlap between mineralized zones modelled.

 

·Classification of certain areas should be reviewed to determine if opportunities exist to refine the scripted classification scheme, or that based on estimation pass (in the case of Minera Corona models) to a hybrid approach taking into account the confidence in the estimation and the reasonableness of the classification distribution.

 

·Modelling variogram anisotropy for each of the mineralized domains can be improved by considering relevant transformation e.g. gaussian or log transforms of the composites before producing the experimental variograms. Ideally, modelled variograms should be back-transformed before the estimation. Certain commercially available software can complete this process seamlessly.

 

·Local and global grade anisotropy occur within the larger mineralized bodies. The sensitivity of utilizing a local anisotropy in highly informed data areas, whereas utilizing a global trend in poorly informed areas should be investigated.

 

·The models estimated internally by the mine should endeavor to regularize certain estimation parameters (such as sample selection criteria) so that these do not vary significantly between metals.

 

·SRK recommends that Minera Corona implement short term grade control models to track and reconcile with production.

 

26.1.2Mining

 

SRK has the following recommendations for the mining at Yauricocha:

 

·The Yauricocha shaft project should be monitored closely in order to ensure timely access to mineralized zones below 1070 level.

 

·A consolidated 3D LOM design should be completed to improve communication of the LOM plan, infill drilling requirements, and general mine planning and execution.

 

·Further technical-economic evaluations of the production rate expansion options should be undertaken via prefeasibility and feasibility studies.

 

CK November 2020

 

 

SRK Consulting  
2US043.007 Sierra Metals Inc.  
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26.1.3Geotechnical and Hydrogeological

 

SRK’s geotechnical and hydrogeological recommendations are as follows:

 

·continue collecting geotechnical characterization data from mined drifts and exploration drillholes;

 

·maintain a central geotechnical database;

 

·develop and maintain geotechnical models, including structures and rock mass wireframes;

 

·conduct a program of stress measurement in the deeper planned mining areas;

 

·conduct numerical stress analyses of mining-induced stress effects on planned mining;

 

·continue a short-term to long-term dewatering programs with drainage systems;

 

·examine the current mine sequence and simulate the optimal mine sequence to reduce safety risks and the risk of sterilizing mineralized material due to unexpected ground problems; and

 

·revisit the current ground control management plans to check that they are appropriate for the deeper mining areas.

 

·continue to actively dewater ahead of production mining and monitor for conditions that could lead to mud rushes.

 

26.1.4Infrastructure

 

Ongoing monitoring of the stability of the TSF embankment and operations practices is recommended to conform to industry best practices.

 

26.1.5Recovery Methods

 

SRK recommends that Yauricocha improve its control of plant operations by installing more instrumentation and an automation control system. Doing so would lead to more consistent plant operation, reduced electrical energy and reagent consumption, and ultimately initiate a continuous improvement of the plant’s unit operations and overall performance.

 

26.1.6Environmental Studies and Permitting

 

Social and environmental activities are currently of high importance in Peru; therefore, SRK recommends that the company’s commitments and agreements be fulfilled in detail and in a timely manner. Reputation and legal risks can arise due to this issue.

 

CK November 2020

 

 

SRK Consulting  
2US043.007 Sierra Metals Inc.  
Yauricocha_Technical_Report_PEA  Page 264

 

26.2Recommended Work Program Costs

 

Table 26-1 lists the estimated costs for the recommended work described in Section 26, and that is not considered to be covered by ongoing operating expenditures.

 

Table 26-1: Summary of Costs for Recommended Work

 

Category Work Units Cost US$
Geology and Resources Infill Drilling (1) 25,000 m 2,500,000
Exploration Drilling - Yauricocha Expansion (1) 25,000 m 2,500,000
Structural and litho-stratigraphic model 1 100,000
Training 1 10,000
QA/QC and Re-analysis 500 12,500
Geotechnical Annual data and analysis review and data collection N/A 100,000
Stress measurements 1 30,000
Production Rate Increases Pre-feasibility study 1 500,000
Total     5,752,500

Source: SRK, 2020

 

(2)Drilling costs assume US$100/m drilling costs.

 

CK November 2020

 

 

SRK Consulting  
2US043.007 Sierra Metals Inc.  
Yauricocha_Technical_Report_PEA  Page 265

 

27References

 

ACOMISA, 2015, Informe Técnico Sustentatorio (ITS): “Mejora Technológica del Sistema de treatamiento de Aguas Residuales Domésticas. 875 pgs. y 13 planos y el levantamiento de observaciones 19 pgs. y 6 planos y Anexos 42 pgs. (la carpeta del Anexo 2 Estudio Hidrologico estaba vacio).

 

ACOMISA, 2015, Segundo Informe Técnico Sustentatorio (ITS): “Mejora Technológica del Sistema de treatamiento de Aguas Residuales Domésticas. 79 pgs. y 9 planos y Anexos 187 (la carpeta de los capítulos 3, 7, 13 14 y 15 estaban vacios, así como sus anexos).

 

Bieniawski, Z.T., 1976, Rock mass classification in rock engineering. In Exploration for Rock

 

Centromin, 1997, Plan de Manejo Ambiental PAMA UDP Yauricocha, Dirección de Asuntos Ambientales. 192 pgs.

 

CIM, 2014, Canadian Institute of Mining, Metallurgy and Petroleum Standards on Mineral Resources and Reserves: Definitions and Guidelines, May 10, 2014.

 

Comunidad Campesina de Huancachi y Sociedad Minera Corona S.A., 04/15/2016, acta de instalación de fecha 05/28/16 y acta de entrega de camioneta del 06/17/16. 9 pgs.

 

Comunidad Campesina de Huancachi y Sociedad Minera Corona S.A., 7/3/2015, Acta de reunion mesa de dialogo. 4 pgs.

 

Comunidad Campesina de Laraos y Sociedad Minera Corona S.A., 03/29/2015, Contrato de prestación de servicios transporte de personal y acta de entrega (06/14/2016). 33 pgs.

 

Comunidad Campesina de San Lorenzo de Alis y Sociedad Minera Corona S.A., 03/04/2016 y acta de entrega de fecha 04/18/2016 y contrato de servicio de fecha 04/13/15, carta N° 049/RRCC/SMCSA/2014 y carta N° 011-2015-RRCC-SMCSA. 13 pgs

 

Comunidad Campesina de San Lorenzo de Alis y Sociedad Minera Corona S.A., 04/16/2014, y actas de entrega de fecha: 08/10/14, 12/31/14, 12/15/14, 07/03/14, 11/21/14, 09/30/14, 05/27/14 y 06/07/14, adenda al convenio (04/28/14), carta multilple N° 005/RRCC/SMCSA/2013, acta de entrega de fecha 04/04/14. 28 pgs.

 

Comunidad Campesina de San Lorenzo de Alis y Sociedad Minera Corona S.A., 04/21/2016 y contrato de servicio de fecha 02/01/16, Propuesta técnico-económico del Proyecto Fortalecimiento de las actividades economicoas de las familias de la organización comunal de San Lorenzo de Alis y acta de entrega de fecha de 06/14/16. 42 pgs.

 

Comunidad Campesina de San Lorenzo de Alis y Sociedad Minera Corona S.A., 09/19/2015, y actas de entrega de fecha 12/12/2015 (puente de concreto en Chacarune y puente metalico Ananhuichán)

 

CK November 2020

 

 

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Comunidad Campesina de Tinco y Sociedad Minera Corona S.A., 04/26/2014, Convenio Complementario y actas de entrega de fecha: 08/29/2014, 06/06/2014 y contrato de locación con el Arq. Antonio Lopez Bendezú 07/02/2014. 16 pgs.

 

Comunidad Campesina de Tomas y Sociedad Minera Corona S.A., 02/12/2016, contrato de obra de fecha 02/25/16, Cartas N° 051/RRCC/SMCSA/2015, N° 012-RRCC-SMCSA-2015. 34 pgs.

 

Comunidad Campesina de Tomas y Sociedad Minera Corona S.A., 03/01/2013, y actas de entrega de fecha: 05/10/13, 07/06/13, cartas multiples N° 005/RRCC/SMCSA/2013 y N° 003/ RRCC/SMCSA/2013. 9 pgs.

 

Comunidad Campesina de Tomas y Sociedad Minera Corona S.A., 05/05/2014, Convenio Complementario y actas de entrega de fecha: 06/16/2014, 07/11/2014, 09/17/2014, y 11/21/2014. 11 pgs.

 

Geoservice Ambiental SAC, 2015, Informe Técnico Sustentatorio para la Ampliacion de la Capacidad de la Planta de Beneficio Chumpe de 2500 TMD a 3000 TMD en la Unidad Acumulacion Yauricocha. 810 pp. 15 capitulos y 4 Anexos (las carpetas de los anexos 8, 9 10 y 11 estaban vacios).

 

Giletti, B.J. and Day, H.W., 1968, Potassium-argon ages of igneous intrusive rocks of Peru: Nature, v. 220, pp. 570-572

 

Gustavson, 2015. NI 43-101 Technical Report on the Yauricocha Mine, Yauyos Province, Peru, Prepared for Sierra Metals Inc., by Gustavson Associates, Donald E. Hulse, Thomas C. Matthews, and Deepak Malhotra, Lakewood, Colorado, USA, May 11, 2015, 195pp.

 

Hoek, E, Marinos, P and Benissi, M., 1998, Applicability of the Geological Strength Index (GSI) classification for very weak and sheared rock masses. Bulletin of Engineering Geology Environment.57, 151-160.

 

INGEMMET, 2012, Report from the Peru Institute of Geology, Mining, and Metallurgy (INGEMMET) dated June 20, 2012.

 

Lacy, W.C., 1949, Oxidation Processes and Formation of Oxide Ore at Yauricocha: Soc. Geol. Peru, v. 25th Anniversary Jubilar, pt. 2, fasc. 12, 15 pp.

 

MINEM, 2002, Approval of the modification of the implementation of the PAMA of the Yauricocha Production Unit by CENTROMIN, Directorial Resolution N° 159-2002-EM-DGAA. 13 pp. (original in Spanish)

 

MINEM, 2007, Approval of the implementation of the PAMA “Yauricocha" Administrative Economic Unit by SMC, Directorial resolution N° 031-2007-MINEM-DGM, Report N° 963-2006-MINEM-DGM-FMI-MA. 11 pp. (original in Spanish)

 

CK November 2020

 

 

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MINEM, 2009, Final Report of the Evaluation of the Mine Closure Plan at Feasibility Level of the Yauricocha Mining Unit presented by Sociedad Minera Corona S.A., Report N° 999-2009-MINEM-AAM-CAH-MES-ABR, and Directorial resolution N° 258-2009-MINEM-AAM, 24 pp. (original in Spanish)

 

MINEM, 2011, Elimination of points of the monitoring program, presented by Sociedad Minera Corona S.A., Report N° 1057-2011-MEM-AAM/WAL/AD/KVS, and Directorial resolution N° 332-2011-MEM/AAM. 7 pp. (original in Spanish)

 

MINEM, 2011, Elimination of the efluent monitoring point 701, presented by Sociedad Minera Corona S.A., Report N° 010-2011-MEM-AAM/WAL/AD, and Directorial resolution N° 005-2011-MEM/AAM. 5 pp. (original in Spanish)

 

MINEM, 2013, Approval of the Yauricocha Mining Unit Mine Closure Plan Update, presented by SMC, Directorial resolution N° 495-2013-MINEM-AAM, Informe N° 1683-2013-MINEM-AAM-MPC-RPP-ADB-LRD. 54 pp (original in Spanish)

 

MINEM, 2014, Application for assessment of the modification of the Environmental Impact of Mining Unit Accumulation Yauricocha related to the relocation of the air quality monitoring point 704, presented by Sociedad Minera Corona S.A., Report N° 325-2014-MEM-DGAAM/DGAM/DNAM/SIAM, 6 pp. (original in Spanish)

 

MINEM, 2015a, Conformity of the second Supporting Technical Report (ITS) to the PAMA for "Technological improvement of the domestic waste water treatment system" Accumulacion Yauricocha Unit, presented by Sociedad Minera Corona S.A., Directorial resolution N° 486-2015-MINEM-DGAAM, Report N° 936-2015-MINEM-DGAAM-DNAM-DGAM-D. 19 pp. (original in Spanish)

 

MINEM, 2015b, Conformity of the Supporting Technical Report (ITS, Informe Técnico Sustentatorio) to the PAMA for "Expanding the capacity of the Processing Plant Chumpe of the Accumulated Yauricocha Unit from 2500 to 3000 TMD", presented by SMC, Directorial resolution N° 242-2015-MINEM-DGAAM, Report N° 503-2015-MINEM.DGAAM-DNAM-DGAM-D. 30 pp. (original in Spanish)

 

MINEM, 2015c, Authorization to build, implement equipment and operate as to the Chumpe Process Plant Extension Project 2500 to 3000 TMD of the "Yauricocha Chumpe" benefit concession, Sociedad Minera Corona S.A , Resolution N° 0460-2015-MINEM-DGM-MV, Report N° 326-2015-MINEM-DGM-DTM-PB (original in Spanish)

 

MINEM, 2016, Approval of the amendment of the Closure Plan of the Yauricocha Mining Unit, presented by Sociedad Minera Corona S.A., Directorial resolution N° 002-2016-MINEM-DGAAM, Report N° 021-2016-MINEM-DGAAM-DNAM-DGAM-PC. 13 pp. (original in Spanish)

 

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PMJHR, 2013, Book of Mineral Certificates (Libro de Derechos Mineros Certificado de Vigencia). Prepared by Peru Ministry of Justice and Human Rights (Ministerio de Justicia y Derechos Humanos del Perú), dated September 23, 2013.

 

SERNANP, 2015, Contribition to the Supporting Technical Report "Technological improvement of the domestic waste water treatment system" of the camps Chumpe and Esperanza of the Accumulacion Yauricocha Unit. Lettre N° 1360-2015-SERNANP-DGANP. 1 pp (original in Spanish)

 

SERNANP, 2015, Technical Opinion Report N° 501-2015-SERNANP-DGANP. 2 pp. (original in Spanish)

 

Sierra Metals, 2019, Multiple unpublished reports, tables, maps, and figures. Provided by Sierra Metals and their subsidiary Sociedad Minera Corona S.A.

 

Sociedad Minera Corona S.A., 01/15/16, Oficio al MINEM Carta Fianza No. 10314717-003 del 17/01/2012 con vencimiento 17/01/2016

 

Sociedad Minera Corona S.A., 07/07/16, Plan Anual de Relaciones Comunitarias – Periodo 2013, tabla resumen

 

Sociedad Minera Corona S.A., 07/07/16, Plan Anual de Relaciones Comunitarias – Periodo 2014, tabla resumen

 

Sociedad Minera Corona S.A., 07/07/16, Plan Anual de Relaciones Comunitarias – Periodo 2015, tabla resumen

 

Sociedad Minera Corona S.A., 2015, Reporte Público Sostenibilidad Ambiental Periodo 2014. 16 pgs.

 

SRK, 2015, Geotechnical Model (Version 1) – Yauricocha Mine, prepared for Sociedad Minera Corona S.A., December 10, 2015

 

SRK, 2015, Revisión de Subsidencia y Estabilidad de los Piques Mascota y Central Provincia Yauyos , Perú

 

SRK, 2017, NI 43-101 Technical Report on Resources and Reserves, Yauricocha Mine, Yauyos Province, Peru

 

SRK, 2020, NI 43-101 Technical Report on Resources and Reserves, Yauricocha Mine, Yauyos Province, Peru, Effective Date: October 31, 2019, Report Date: January 17, 2020

 

Thompson, D.S.R., 1960, The Yauricocha Sulphide Deposits, Central Peru: Unpublished PhD dissertation, Imperial College, London, 154 pp.

 

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Tierra Group International, LTD, 2016, “Recrecimiento de la Presa de Relaves, Etapa 4 (Tailings Storage Facility) Infrome Final – CQA – TGI”, prepared for Sociedad Minera Corona S.A., Lima, Peru, Fegrero, 2016

 

Villaran, 2009, Land Use Contract between San Lorenzo de Alis and Minera Corona, S.A. (Transaccion Extrajudicial y Contrato de Usufructo que Celebran de una Parte la Comunidad Campesian San Lorenzo de Alis y de la Otra Parte Minera Corona, S.A.) Prepared by Ricardo Ortiz de Zevallos Villaran, Notary of Lima, dated November 16, 2007.

 

Wyllie, D.C & Mah Ch.W., 2004. Rock Slope Engineering, Civil and Mining 4th edition.

 

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28Glossary

 

The Mineral Resources have been classified according to CIM (CIM, 2014). Accordingly, the Resources have been classified as Measured, Indicated or Inferred, as defined below.

 

A Mineral Reserve was not estimated for this PEA report.

 

28.1Mineral Resources

 

A Mineral Resource is a concentration or occurrence of solid material of economic interest in or on the Earth’s crust in such form, grade or quality and quantity that there are reasonable prospects for eventual economic extraction. The location, quantity, grade or quality, continuity and other geological characteristics of a Mineral Resource are known, estimated or interpreted from specific geological evidence and knowledge, including sampling.

 

An Inferred Mineral Resource is that part of a Mineral Resource for which quantity and grade or quality are estimated on the basis of limited geological evidence and sampling. Geological evidence is sufficient to imply but not verify geological and grade or quality continuity. An Inferred Mineral Resource has a lower level of confidence than that applying to an Indicated Mineral Resource and must not be converted to a Mineral Reserve. It is reasonably expected that the majority of Inferred Mineral Resources could be upgraded to Indicated Mineral Resources with continued exploration.

 

An Indicated Mineral Resource is that part of a Mineral Resource for which quantity, grade or quality, densities, shape and physical characteristics are estimated with sufficient confidence to allow the application of Modifying Factors in sufficient detail to support mine planning and evaluation of the economic viability of the deposit. Geological evidence is derived from adequately detailed and reliable exploration, sampling and testing and is sufficient to assume geological and grade or quality continuity between points of observation. An Indicated Mineral Resource has a lower level of confidence than that applying to a Measured Mineral Resource and may only be converted to a Probable Mineral Reserve.

 

A Measured Mineral Resource is that part of a Mineral Resource for which quantity, grade or quality, densities, shape, and physical characteristics are estimated with confidence sufficient to allow the application of Modifying Factors to support detailed mine planning and final evaluation of the economic viability of the deposit. Geological evidence is derived from detailed and reliable exploration, sampling and testing and is sufficient to confirm geological and grade or quality continuity between points of observation. A Measured Mineral Resource has a higher level of confidence than that applying to either an Indicated Mineral Resource or an Inferred Mineral Resource. It may be converted to a Proven Mineral Reserve or to a Probable Mineral Reserve.

 

28.2Mineral Reserves

 

A Mineral Reserve is the economically mineable part of a Measured and/or Indicated Mineral Resource. It includes diluting materials and allowances for losses, which may occur when the material is mined or extracted and is defined by studies at Pre-Feasibility or Feasibility level as appropriate that include application of Modifying Factors. Such studies demonstrate that, at the time of reporting, extraction could reasonably be justified.

 

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A Mineral Reserve was not estimated for this PEA report.

 

28.3Definition of Terms

 

Table 28-1 shows the definitions for many of the mining terms used in this report.

 

Table 28-1: Definition of Terms

 

Term Definition
Assay The chemical analysis of mineral samples to determine the metal content.
Capital Expenditure All other expenditures not classified as operating costs.
Composite Combining more than one sample result to give an average result over a larger distance.
Concentrate A metal-rich product resulting from a mineral enrichment process such as gravity concentration or flotation, in which most of the desired mineral has been separated from the waste material in the ore.
Crushing Initial process of reducing ore particle size to render it more amenable for further processing.
Cut-off Grade (CoG) The grade of mineralized rock, which determines as to whether or not it is economic to recover its gold content by further concentration.
Dilution Waste, which is unavoidably mined with ore.
Dip Angle of inclination of a geological feature/rock from the horizontal.
Fault The surface of a fracture along which movement has occurred.
Footwall The underlying side of an orebody or stope.
Gangue Non-valuable components of the ore.
Grade The measure of concentration of gold within mineralized rock.
Hangingwall The overlying side of an orebody or slope.
Haulage A horizontal underground excavation which is used to transport mined ore.
Hydrocyclone A process whereby material is graded according to size by exploiting centrifugal forces of particulate materials.
Igneous Primary crystalline rock formed by the solidification of magma.
Kriging An interpolation method of assigning values from samples to blocks that minimizes the estimation error.
Level Horizontal tunnel the primary purpose is the transportation of personnel and materials.
Lithological Geological description pertaining to different rock types.
LOM Plans Life-of-Mine plans.
LRP Long Range Plan.
Material Properties Mine properties.
Milling A general term used to describe the process in which the ore is crushed and ground and subjected to physical or chemical treatment to extract the valuable metals to a concentrate or finished product.

 

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Term Definition
Mineral/Mining Lease A lease area for which mineral rights are held.
Mineral Reserve A Mineral Reserve is the economically mineable part of a measured and/or Indicated Mineral Resource. It includes diluting materials and allowances for losses, which may occur when the material is mined or extracted and is defined by studies at pre-feasibility or feasibility level as appropriate that include application of Modifying Factors. Such studies demonstrate that, at the time of reporting, extraction could reasonably be justified.
Mineral Resource A Mineral Resource is a concentration or occurrence of solid material of economic interest in or on the earth’s crust in such form, grade or quality and quantity that there are reasonable prospects for eventual economic extraction.
Mineralized Material A concentration or occurrence of solid material of economic interest in or on the earth’s crust in such form, grade or quality and quantity that there are reasonable prospects for eventual economic extraction. If the material includes Inferred resources, it is too speculative to be considered as ore.
Mining Assets The Material Properties and Significant Exploration Properties.
Ongoing Capital Capital estimates of a routine nature, which is necessary for sustaining operations.
Ore Ore is mineralized material that is part of a Mineral Reserve and includes material that is in either the Proven and/or Probable classification of a Mineral Reserve. Ore cannot include Inferred resources.
Ore Reserve See Mineral Reserve.
Pillar Rock left behind to help support the excavations in an underground mine.
ROM Run-of-Mine.
Sedimentary Pertaining to rocks formed by the accumulation of sediments, formed by the erosion of other rocks.
Shaft An opening cut downwards from the surface for transporting personnel, equipment, supplies, ore and waste.
Sill A thin, tabular, horizontal to sub-horizontal body of igneous rock formed by the injection of magma into planar zones of weakness.
Smelting A high temperature pyrometallurgical operation conducted in a furnace, in which the valuable metal is collected to a molten matte or doré phase and separated from the gangue components that accumulate in a less dense molten slag phase.
Stope Underground void created by mining.
Stratigraphy The study of stratified rocks in terms of time and space.
Strike Direction of line formed by the intersection of strata surfaces with the horizontal plane, always perpendicular to the dip direction.
Sulfide A sulfur bearing mineral.
Tailings Finely ground waste rock from which valuable minerals or metals have been extracted.
Thickening The process of concentrating solid particles in suspension.
Total Expenditure All expenditures including those of an operating and capital nature.
Variogram A statistical representation of the characteristics (usually grade).

 

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28.4Abbreviations

 

The following abbreviations may be used in this report.

 

Table 28-2: Abbreviations

 

Abbreviation Unit or Term
AA atomic absorption
Ag silver
Au gold
AuEq gold equivalent grade
bhp brake horsepower
°C degrees Centigrade
CoG cut-off grade
cm centimeter
cm2 square centimeter
cm3 cubic centimeter
cfm cubic feet per minute
° degree (degrees)
dia diameter
EIA Environmental Impact Assessment
EMP Environmental Management Plan
g gram
gal gallon
g/L gram per liter
g-mol gram-mole
gpm gallons per minute
g/t grams per tonne
ha hectares
HDPE Height Density Polyethylene
hp horsepower
ICP Inductively coupled plasma
ID2 inverse-distance squared
ID3 inverse-distance cubed
kg kilograms
km kilometer
km2 square kilometer
koz thousand troy ounce
kt thousand tonnes
kt/d thousand tonnes per day
kt/y thousand tonnes per year
kV kilovolt
kW kilowatt
kWh kilowatt-hour
kWh/t kilowatt-hour per metric tonne
L liter

 

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Abbreviation Unit or Term
L/sec liters per second
L/sec/m liters per second per meter
lb pound
m meter
m2 square meter
m3 cubic meter
masl meters above sea level
mg/L milligrams/liter
mm millimeter
mm2 square millimeter
mm3 cubic millimeter
Moz million troy ounces
Mt million tonnes
MW million watts
m.y. million years
NI 43-101 Canadian National Instrument 43-101
OSC Ontario Securities Commission
oz troy ounce
% percent
ppb parts per billion
ppm parts per million
QA/QC Quality Assurance/Quality Control
RC rotary circulation drilling
RoM Run of mine
RQD Rock Quality Designation
S/ Sol (Peruvian currency)
SEC U.S. Securities & Exchange Commission
sec second
t tonne (metric ton) (2,204.6 pounds)
t/h tonnes per hour
tpd tonnes per day
t/y tonnes per year
TSF tailings storage facility
µm micron or microns
V volts
W watt
XRD x-ray diffraction
y year

 

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Appendix A – Certificates of Qualified Persons

 

 

 

 

 

Appendix B – Longitudinal Section Showing Yauricocha Life of Mine Plan

 

 

 

 

Source: Sierra Metals, 2020