8-K - IE - Equibles

UNITED STATESSECURITIES AND EXCHANGE COMMISSION

Washington, D.C. 20549

FORM 8-K

CURRENT REPORT

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

Date of Report (Date of earliest event reported): September 6, 2023

IVANHOE

ELECTRIC INC.

(Exact name of registrant as specified in its charter)

Delaware	001-41436	32-0633823
(State or other jurisdiction of <br><br>incorporation or organization)	(Commission File Number)	(I.R.S. Employer<br><br> Identification No.)
606 – 999 Canada Place <br> Vancouver,BC Canada	V6C3E1
---	---
(Address of principal executive offices)	(Zip Code)

Registrant’s telephone number, including area code:

(604

) 689-8765

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

Check the appropriate box below if the Form 8-K filing is intended to simultaneously satisfy the filing obligation of the registrant under any of the following provisions:

¨	Written communications<br> pursuant to Rule 425 under the Securities Act (17 CFR 230.425)
¨	Soliciting material pursuant<br> to Rule 14a-12 under the Exchange Act (17 CFR 240.14a-12)
¨	Pre-commencement communications<br> pursuant to Rule 14d-2(b) under the Exchange Act (17 CFR 240.14d-2(b))
¨	Pre-commencement communications<br> pursuant to Rule 13e-4(c) under the Exchange Act (17 CFR 240.13e-4(c))

Securities registered pursuant to Section 12(b) of theAct:

Title of each class	Trading Symbol(s)	Name of each exchange on which registered
Common<br> Stock, par value $0.0001 per share	IE	NYSE<br> American

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

Emerging growth company x

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

Item 7.01. Regulation FD Disclosure.

On September 6, 2023, Ivanhoe Electric Inc. (the “Company” or “IE”) issued a press release announcing the release of a report entitled “S-K 1300 Initial Assessment & Technical Report Summary, Santa Cruz Project, Arizona” for its Santa Cruz Copper Project (the “Santa Cruz Project” or the “Project”) located west of Casa Grande, Arizona, dated September 6, 2023 (the “Technical Report Summary” or “ IA”). A copy of the Company’s press release dated September 6, 2023, relating to the update is furnished as Exhibit 99.1 to this Form 8-K.

The information contained in Exhibit 99.1 hereto shall not be deemed “filed” for purposes of Section 18 of the Securities Exchange Act of 1934, as amended (the “Exchange Act”), or otherwise subject to the liabilities of that section, nor shall it be deemed incorporated by reference into any other filing under the Securities Act of 1933, as amended, or the Exchange Act, except as expressly set forth by specific reference in such a filing.

Item 8.01. Other Events.

New Initial Assessment and Economic Analysisfor Santa Cruz Project

On September 6, 2023, the Company provided a new Technical Report Summary or IA for its Santa Cruz Project, dated September 6, 2023, prepared in accordance with Subpart 1300 and Item 601 of Regulation S-K (“S-K 1300”) by qualified persons SRK Consulting (U.S.), Inc. (“SRK”), KCB Consultants Ltd. (“KCB”), Life Cycle Geo, LLC, M3 Engineering and Technology Corp. (“M3”), Nordmin Engineering Ltd. (“Nordmin”), Call & Nicholas, Inc., Tetra Tech, Inc., INTERA Incorporated, Haley & Aldrich, Inc., and Met Engineering, LLC, containing a preliminary economic analysis for the Santa Cruz Project.

The new IA replaces and supersedes the prior Subpart 1300 technical report summary for the Santa Cruz Project, which did not include an economic analysis.

The new IA is preliminary in nature, and is based on mineral resources. Unlike mineral reserves, mineral resources do not have demonstrated economic viability. It should also be noted that the version of the economic analysis that includes inferred mineral resources includes inferred mineral resources that are considered too speculative geologically to have modifying factors applied to them that would enable them to be categorized as mineral reserves. There is no certainty that this economic assessment will be realized.

The information below is based on, or extracted from, the new IA. All figures are in U.S. dollars.

Mineral Resource and Mineral Reserve Estimates

The Santa Cruz Project is an exploration-stage copper project located west of Casa Grande, Arizona, containing mineral resources at the Santa Cruz, Texaco and East Ridge deposits. The Company has not estimated any mineral reserves on the Santa Cruz Project.

The new IA did not update the project’s December 31, 2022 in situ mineral resource estimates. Mineral resources for the Santa Cruz Project remain unchanged and are presented below.

In Situ Santa Cruz Project Mineral ResourceEstimates at 0.70% Cu cut-off for Santa Cruz, 0.80% Cu cut-off for Texaco, and 0.90% Cu Cut-off for East Ridge

Classification	Deposit
Indicated	Santa Cruz (0.70% CoG)	223,155	245,987	1.24	0.82	0.58	0.24	2,759	1,824	1,292	533	6,083
	Texaco (0.80% CoG)	3,560	3,924	1.33	0.97	0.25	0.73	47	35	9	26	104
	East Ridge (0.90% CoG)	0	0	0.00	0	0.00	0.00	0	0	0	0	0
Inferred	Santa Cruz (0.70% CoG)	62,709	69,125	1.23	0.92	0.74	0.18	768	576	462	114	1,694
	Texaco (0.80% CoG)	62,311	68,687	1.21	0.56	0.21	0.35	753	348	132	215	1,660
	East Ridge (0.90% CoG)	23,978	26,431	1.36	1.26	0.69	0.57	326	302	164	137	718
Total
Indicated	All Deposits	226,715	249,910	1.24	0.82	0.57	0.25	2,807	1,859	1,300	558	6,188
Inferred	All Deposits	148,998	164,242	1.24	0.82	0.51	0.31	1,847	1,225	759	466	4,072

Source: Nordmin, 2023

Notes on Mineral Resources

·	k=thousand; t=tonne; Cu=copper; M=million; lb=pounds; CoG or COG=cut-off grade; and d=day.
·	The mineral resources in this estimate were independently prepared, including estimation and classification,<br>by Nordmin Engineering Ltd. and in accordance with the definitions for mineral resources in S-K 1300.
·	Mineral resources that are not mineral reserves do not have demonstrated economic viability. This estimate<br>of mineral resources may be materially affected by environmental, permitting, legal, title, taxation, sociopolitical, marketing, or other<br>relevant issues.
·	Verification included multiple site visits to inspect drilling, logging, density measurement procedures<br>and sampling procedures, and a review of the control sample results used to assess laboratory assay quality. In addition, a random selection<br>of the drillhole database results was compared with the original records.
·	The mineral resources in this estimate for the Santa Cruz, East Ridge, and Texaco deposits used Datamine<br>Studio RMTM software to create the block models.
·	The mineral resources are current to December 31, 2022.
·	Underground-constrained mineral resources for the Santa Cruz deposit are reported at a CoG of 0.70% total<br>copper, Texaco deposit are reported at a CoG of 0.80% total copper and East Ridge deposit are reported at a CoG of 0.90% total copper.<br>The CoG reflects total operating costs to define reasonable prospects for eventual economic extracted by conventional underground mining<br>methods with a maximum production rate of 15,000 t/d. All material within mineable shape-optimized wireframes has been included in the<br>mineral resource. Underground mineable shape optimization parameters include a long-term copper price of US$3.70/lb, process recovery<br>of 94%, direct mining costs between US$24.50 to US$40.00/processed tonne reflecting various mining method costs (long hole or room and<br>pillar), mining general and administration cost of US$4.00/t processed, onsite processing and solvent extraction and electrowinning (“SX/EW”)<br>costs between US$13.40 to US$14.47/t processed, offsite costs between US$3.29 to US$4.67/t processed, along with variable royalties between<br>5.00% to 6.96% net smelter royalty (“NSR”) and a mining recovery of 100%.
·	Specific gravity was applied using weighted averages by deposit sub-domain.
·	All figures are rounded to reflect the relative accuracy of the estimates, and totals may not add correctly.
·	Excludes unclassified mineralization located along edges of the Santa Cruz, East Ridge, and Texaco deposits<br>where drill density is poor.
·	Reported from within a mineralization envelope accounting for mineral continuity.
·	Total soluble copper means the addition of sequential acid soluble copper and sequential cyanide soluble<br>copper assays. Total soluble copper is not reported for the primary domain.

Royalty Update

A 2.25% royalty previously reported on a portion of the property has been extinguished and removed from the IA. The royalty previously applied in Section 1, Township 6 South, Range 4 East, and Sections 6, 7, 8, and 17, Township 6 South, Range 5 East.

Mineral Processing and Metallurgical Testing

Metallurgy and processing test work were directed by Met Engineering LLC and conducted at McClelland Labs in Sparks, Nevada. McClelland Labs is recognized by the International Accreditation Service (“IAS”) for its technical competence and quality of service and has proven that it meets recognized standards. The studies are ongoing. Study focus has been on:

·	Confirming total copper recovery of the leach-float flow sheet proposed by historical operator, CGCC,<br>circa 1980, on Exotic, Oxide and Chalcocite mineral domains.
·	Investigating heap leaching of Exotic, Oxide and Chalcocite mineral domains. The test program for heap<br>leaching is in progress and is reported as such in section 10. Some early results are described below. Column leach testing will complete<br>in the fourth quarter of 2023.

Agitation leach tests undertaken in mid-2022 verified historical test results and after adjusting the particle size distribution, acid-soluble copper recovery of 92% was achieved. IE subsequently conducted a leach-float test program in which the same mill composite sample used in prior testing was subjected to the standard leach procedure developed earlier in the year. Three standard leach tests were conducted, each subjected to different grind sizes. IE successfully confirmed that up to 94% total copper recovery with the leach-float circuit was achievable at the Santa Cruz deposit. It was confirmed that a smelter saleable concentrate could be produced without any penalties grading 48% total copper and 23% sulfur.

One column cell test has been completed and is in the phase of water rinsing and removing leach residue for analysis. The seven remaining column cell tests are operating normally and are all in the final stage of secondary sulfide leaching. There were no solution flow issues in any of the eight column cells. There were no significant operational issues on any of the column cells. Estimated copper recoveries and extraction rates on the two column cells cured with a chloride dopant were 98% and 94% copper and 70 and 63 days, respectively.

There are some factors to follow up on with future testing to ensure all processing factors are effectively investigated. These are confirmation of corrosion resistant materials and linings for the thickeners in the counter-current-decantation system for pregnant leach solution recovery and studying sulfide flotation with expected process water chemistry at the site. Otherwise, there are no deleterious elements that could have a significant effect on economic extraction.

Mining Methods

The Project is currently not being mined. Mineral resources are stated for three deposits: Santa Cruz, Texaco, and East Ridge. For mine planning work, only the Santa Cruz and East Ridge deposits were evaluated.

The Santa Cruz deposit is located approximately 430 to 970 meters (“m”) below the surface. Based on the mineralization geometry and geotechnical information, an underground longhole stoping (“LHS”) method is suitable for the Oxide and Chalcocite-enriched domains within the deposit. The Santa Cruz deposit will be mined in blocks where mining within a block occurs from bottom to top with paste backfill (“PBF”) for support. A sill pillar is left in situ between blocks.

Within the Santa Cruz deposit, there is an Exotic domain located approximately 500 to 688 m below the surface and to the east of the main deposit. The Exotic domain consists of flatter lenses that are more amenable to drift and fill (“DAF”) mining. Cemented waste rockfill will be used for support. The backfill will have sufficient strength to allow mining of adjacent drifts without leaving pillars.

The mine will be accessed by dual decline drifts from surface, with one drift serving as the main access and the other as a railveyor drift for material handling. Mineralization is transported from stopes via loader to an ore pass system and then to surface by the railveyor. Main intake and exhaust raises will be developed with conventional shaft sinking methods to provide air to the mine workings. The mine will target a combined production of 15,000 t/d from the Santa Cruz and East Ridge deposits.

Portal box cut is assumed to start in 2026. Decline and railveyor activities begin in 2027 through to 2028 to access the top portion of the mine. Decline and railveyor resumes in 2033 to access the bottom of the mine. Stoping begins in 2029 with a 1 year ramp-up period until the mine and plant are operating at full capacity. The currently defined mine life is approximately 3 years of construction and 20 years of production.

Using historical data and the results of recent hydrogeologic testing, the hydrogeological conceptual site model was updated and the groundwater flow model was developed and finalized. The groundwater flow model was used to evaluate multiple passive and active dewatering scenarios for the proposed mine plan. With an active dewatering scenario pumping approximately 3,000 gallons per minute (“gpm”) for the first two years of life of mine (“LoM”), the model shows that the annual average residual passive inflows for the first 10 years of the mine are at or below 12,000 gpm. From year 11 through 25 of LoM, the residual passive inflows range from approximately 15,000 to 18,000 gpm.

Completed Mine Plan

Source: SRK, 2023

The table below summarizes the total tonnage and grades within the mine plan by area.

Mine Plan Summary

Classification	Domain
Indicated	Santa Cruz	73,582	1.62	1.05	0.39
	East Ridge	-	-	-	-
	Santa Cruz Exotic	1,131	2.79	2.28	0.22
Inferred	Santa Cruz	14,991	1.45	0.98	0.32
	East Ridge	9,799	1.76	0.95	0.75
	Santa Cruz Exotic	741	2.47	1.83	0.17
Indicated + Inferred	Santa Cruz	88,573	1.60	1.04	0.38
	East Ridge	9,799	1.76	0.95	0.75
	Santa Cruz Exotic	1,872	2.66	2.09	0.20
Indicated	Total	74,713	1.64	1.07	0.39
Inferred	Total	25,530	1.60	0.99	0.48
Indicated + Inferred	Total	100,244	1.63	1.05	0.41

Source: SRK, 2023

Note:4.94 Mt of marginal material at a grade of 0.56% is not included in this table.

This work is preliminary in nature, it includes inferred mineral resources that are considered too speculative geologically to have modifying factors applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that this economic assessment will be realized.

Recovery Methods

The Santa Cruz processing facility will recover copper by conventional weak sulfuric acid agitated leaching of the oxide mineralized material, and by sulfide flotation of the residue produced after leaching. Leached oxide copper will be processed through SX/EW to produce high purity copper cathodes. Sulfide copper and by-product precious metals will be recovered in copper flotation mineral concentrate. Copper concentrates will be of suitable quality to be sold to a domestic or international copper smelters.

The process design is based on metallurgical tests results from The Hanna Mining Company’s research center (circa 1980) and new IA-level mineral process testing initiated by IE in 2022 and 2023.

The following process flow diagram illustrates sequence of operations to recover copper in the Santa Cruz plant. This flowsheet provides the basis for the process description that follows.

Process Flow Diagram

Source: M3, 2023

The nominal capacity of the mill process is 5.475 million tonnes per year (“Mt/y”). Process availability factors include both the mechanical availability and the use of this mechanical availability. For the design, an availability factor of 92% is used throughout the plant because the primary and secondary grinding lines have a single ball mill in each.

The current mine plan developed for the Project is based on a 365-day calendar year. The yearly mine production tonnage will vary from 4.0 million tonnes (“Mt”) at the start of production to a high of 5.9 Mt in Year 5 of production.

The mass balance was developed for the Santa Cruz process using MetSim mass balance software. The process simulation used overall recoveries of 96% for the acid soluble copper as cathode copper and 93% for the sulfide copper into concentrate. These recoveries are based on 1980 studies and confirmed by mineral process testing in 2023 on recent drill core samples and include process losses attributed to Pregnant Leach Solution wash efficiency (2023 liquid solid separation test results) and cleaner scavenger flotation losses (1980 and 2023 test programs).

Project Infrastructure

The Santa Cruz project has excellent existing infrastructure including access to roads and interstate highways, railroads, power lines, and an abundant supply of water from dewatering operations and water rights associated with the private land acquired by IE. The Project owns sufficient fee simple land to allow for all surface infrastructure including the process facility, Tailings Storage Facility (“TSF”), offices borrow pit, and other related mine structures.

Interstate highways near the Project (<10 km) are Interstate 8 and Interstate 10. The Union Pacific/Southern Pacific (“UPSP”) rail borders the northern edge of the Santa Cruz Project and the BNSF rail has a spur and terminal in Phoenix, Arizona.

Tailings Storage Facility

A significant portion of the mined material will be returned underground as backfill in the mine. Backfill is used to fill voids created during mining. By returning tailings as paste backfill underground, the size and impact of the surface TSF will be reduced.

The TSF is proposed to be located on relatively flat terrain directly east of the plant site and sited to avoid: the underground ore body outline; mine’s infrastructure; and the 1% annual exceedance probability (“AEP”) (1 in 100-yr return period) floodplain from Federal Emergency Management Agency (“FEMA”) (2007) flood hazard mapping. The TSF is sized to store all the tailings estimated to be produced over the mine life and not used for underground backfill (56.7 Mt, without additional contingency) on surface. The tailings will be retained by a perimeter embankment (up to 50 m high) constructed primarily of compacted, structural fill sourced from on-site borrow areas. The TSF impoundment will be lined with a low-permeability liner, which will be raised within the perimeter embankment for seepage control. During operations, tailings slurry water and precipitation which collects in the TSF will be reclaimed to the mine for use in the mining process or treated (if required) and discharged. At closure, the TSF impoundment will be regraded to prevent ponding and covered with a soil cover and vegetated to limit infiltration and resist erosion. Closure channels will be constructed to shed water off the impoundment surface and over the embankment slopes.

Power

Power consumption for the Santa Cruz Project is anticipated to average 450,000 megawatt hours per year (“MWh/y”). Initially the source of power for the Project will be provided from a 69 kilovolt (“kV”) power line operated by Pinal County Electric District 3 (“ED3”). Several other higher voltage transmission lines border the property within close proximity.

Power for the Project could be provided from a number of sources, or combination of sources, ranging from grid supply to microgrid renewable energy supply. The goal of the mine development is to achieve much of the energy supply from renewable sources, such as solar or geothermal, either at the start or through a phased in approach during the mine operation. The base case of the project is that the mine will operate using 70% renewable power within the first three years of operations.

Water

The water balance for the Santa Cruz Project indicates that there will be a surplus of water from the Project from dewatering of the underground operations. The mining and processing operations will consume approximately 3.5 million cubic meters (“Mm^3^”) of water per year, while water supplies from dewatering will range from 20 million to over 30 million cubic meters per year (“Mm^3^/y”). The amount of water for distribution to local stakeholders during operations will average 27 Mm^3^/y. The water balance excludes the water rights associated with the surface title of the Project.

Market Studies and Contracts

A flat copper price of US$3.80/lb has been selected for this study. In the opinion of SRK, this price is generally in-line with pricing over the last 3 years and forward-looking pricing is appropriate for use during an Initial Assessment of the Project with an estimated mine life of 20 years. As the Project progresses, more detailed market work in the form of market studies will be completed to support further study efforts. SRK cautions that price forecasting is an inherently forward-looking exercise dependent upon numerous assumptions. The uncertainty around timing of supply and demand forces has the potential to create a volatile price environment and SRK fully expects that the price will move significantly above and below the selected price over the expected life of the Project.

Cathode is assumed to be 100% payable with no premium or discount applied for the purposes of the study. This approach assumes that the cathode has not received registration or certification that would result in a premium; nor is the cathode assumed to contain any deleterious or penalty elements.

Concentrate terms for the study are generic terms and do not reflect the presence of any deleterious or penalty elements within the concentrate. The following table presents the concentrate terms applied for this study.

Concentrate Terms

Item	Unit
Payability	%	96.5
Treatment Charge	US/dmt	65
Refining Charge	US/lb	0.065
Transport Cost	US/wmt	90

All values are in US Dollars.

Source: SRK, 2023

As the Project is an early-stage greenfield project, there are a large number of contracts required for the development and operation of the site. None of the major required contracts have been executed at the time of this study.

Environmental, Closing and Permitting

The Project is located on private land. Permitting is primarily with the State of Arizona, Pinal County, and City of Casa Grande. While the Project will be required to obtain several permits to operate it is on private land and is not anticipated to be subject to lengthy federal permitting timelines.

Baseline studies are underway for resources of concern and studies will continue as the Project develops. There are no known occurrences of federally listed threatened and endangered species and there are no planned impacts to potential federally regulated waters of the US. Portions of the Project site is a known nesting area for burrowing owls protected under the Migratory Bird Treaty Act and US Fish and Wildlife beneficial practices to avoid and minimize impacts to birds have been and will continue to be implemented as the Project develops.

The utilization of a renewable microgrid will allow the Santa Cruz Project to produce copper with one of the industry's lowest carbon intensities. Such intensities highlight IE commitment to implementing cutting-edge mining techniques, conserving energy, and utilizing renewable energy.

Aside from the pending reclamation plan for exploration activities at the Site, IE has no current obligations to tender post mining performance or reclamation bonds for the Project. Once the facility achieves the level of design necessary to advance to mine development and operation, IE will need to submit and gain approval of an Arizona Department of Environmental Quality (“ADEQ”)-approved Aquifer Protection Permit (“APP”) and an Arizona State Mine Inspector (“ASMI”)-approved Reclamation Plan. The closure approach and related closure cost estimates must be submitted following approval and before facility construction and operation.

IE plans to create an all-encompassing environmental, social, and governance framework designed to effectively address any community concerns and ensure that the Santa Cruz Project operates in a socially responsible manner.

Capital and Operating Cost Estimates

Mining Capital Cost Estimate

The mining capital cost estimate is based on first principal cost model build-up and budgetary quotes. The total capital estimate is US$960.48 million, this includes an estimated capital of US$878.08 million plus 9.4% contingency of US$82.40 million.

Development costs are derived from the mining schedule prepared by SRK. The prepared mining schedule includes meters of development during pre-production, this schedule of meters was combined with unit costs, based on site specific data, to estimate the cost of this development operation. The following table provides the breakdown of the estimated initial capital costs.

Estimated Mining Initial CapitalCost

Item	US Million
Capital Development Cost
Equipment Purchase and Rebuilds
Mine Services
Owner Cost
Contingency
Total

All values are in US Dollars.

Source: SRK, 2023

The estimate indicates that the Project requires sustaining capital of US$462.78 million to support the projected production schedule through the LoM, as shown below.

Estimated Mining Sustaining CapitalCost

Item	US Million
Capital Development Cost
Equipment Purchase and Rebuilds
Mine Services
Owner Cost
Contingency
Total

All values are in US Dollars.

Source: SRK, 2023

Process Capital Cost Estimate

The initial capital cost for the Santa Cruz plant and infrastructure facilities totals US$563.7 million as summarized in the table below. This capital cost includes all process areas facilities in the Santa Cruz plant proper starting with the primary crushing, and continuing through grinding, agitated leaching, solvent extraction and electrowinning, leach residue neutralization, leach residue grinding, rougher flotation, concentrate regrinding, cleaner flotation, concentrate dewatering and tailing dewatering and pumping to the TSF. The initial capex includes the ventilation chiller for the underground mine, the main plant substation, fresh and process water ponds, and the batch plant, and the surface ancillary buildings.

Estimated Initial Plant Capital CostSummary

Description
Directs	1,290,000	61.3
Indirects		12.8
Contingency		19.7
Owner's Costs		6.2
Escalation		0.0
Total Capital Cost (TCC)		100.0

All values are in US Dollars.

Source: M3, 2023

No sustaining capital costs have been included for the Santa Cruz process plant. The mine life is 20 years, and the capital equipment will be designed to last for the duration of the Project. Preventative maintenance and periodic rebuilds/relining is captured in the annual maintenance cost estimation. The only place where sustaining capital is expected is in the TSF for annual embankment enlargement which was estimated separately.

Tailings Capital Cost Estimate

The initial capital cost for the Santa Cruz tailings facilities totals US$75.1 million as shown below. The estimated sustaining capital costs total US$486.8 million as shown below. The key elements of the tailings capital cost estimation methodology include:

·	Material take offs by year were provided by KCB
·	Earthworks, lining, and piping rates from standard schedule
·	Borrow-to-fill provided by budgetary quotation – Turner Mining Group

EstimatedTSF Initial Capital Cost

Item	US Million
Directs
Indirects
Contingency
Total

All values are in US Dollars.

Source: M3, 2023

EstimatedTSF Sustaining Capital Cost

Item	US Million
Sustaining
Closure
Total

All values are in US Dollars.

Source: M3, 2023

Mining Operating Cost Estimate

The required mining equipment fleet, required production operating hours, and manpower to arrive at an estimate of the mining costs that the mining operations would incur was estimated. The mining costs were developed from first principles and compared to recent actual costs.

A maintenance cost was allocated to each category that required equipment maintenance. A summary of the LoM unit mine operating costs is presented below.

Mining OperatingCosts

LoM Tonnes Mined (000)		107,134
Category	US$000	US/t Mined
Operating Development	481,021	4.49
Production (Drilling, Blasting, Loading, Hauling and Backfill)	1,139,843	10.64
Other mining costs (Services, Maintenance, Rehab and Definition Drilling)	458,564	4.28
Mine engineering and administration	592,085	5.54
Contingency (9.5%)	254,664	2.39
Total	2,926,177	27.33

All values are in US Dollars.

* LoM Tonnes mined includes 100,244 kt of process material, 4,942 kt of marginal material and 1,948 kt of waste.

Source: SRK, 2023

Processing Operating Cost Estimate

The process plant operating costs are summarized by the categories of labor, electric power, liners (wear steel), grinding media, reagents, maintenance parts, and supplies and services, as presented below.

Process PlantOPEX Summary by Category

Operating and Maintenance
Labor	16.8	%
Electrical Power	35.1	%
Reagents	27.8	%
Wear Parts (Liners & grinding media)	10.3	%
Maintenance Parts	9.0	%
Supplies and Services	0.9	%
Total (US$000)	100.0	%

All values are in US Dollars.

Source: M3, 2023

TSF operating costs are included in the processing operating costs and include labor, power, reagents, and maintenance.

G&A Operating Cost Estimate

The general and administrative (“G&A”) and laboratory costs are summarized below.

G&A OperatingCost Summary

	US/t processed (US)	LoM Operating Cost (US000)
Lab Opex
G&A Opex
Total

All values are in US Dollars.

Source: M3, 2023

Economic Analysis

Economic analysis, including estimation of capital and operating costs is inherently a forward-looking exercise. These estimates rely upon a range of assumptions and forecasts that are subject to change depending upon macroeconomic conditions, operating strategy and new data collected through future study or operations and therefore actual economic outcomes often deviate significantly from forecasts.

As permitted by Subpart 1300 and Item 601 of Regulation S-K, the new IA includes an economic analysis of the Santa Cruz Project without taking into consideration inferred mineral resources and also includes an economic analysis of the Santa Cruz Project including the inferred mineral resources. It should be noted that the new IA is preliminary in nature, and is based on mineral resources. Unlike mineral reserves, mineral resources do not have demonstrated economic viability. It should also be noted that the version of the economic analysis that includes inferred mineral resources includes inferred mineral resources that are considered too speculative geologically to have modifying factors applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that this economic assessment will be realized.

The new IA anticipates that the Santa Cruz Project will consist of an underground mine and processing facility producing both copper concentrate and copper cathode.

The economic analysis metrics are prepared on annual after-tax basis in US$. The results of the analysis are presented in the table below. The results indicate that, at a copper price of US$3.80/lb., the Project without inferred material returns an after tax net present value (“NPV”) at 8% of US$0.5 billion calculated from the start of construction, an after tax internal rate of return (“IRR”) of 14% and a payback period from the start of construction of 10 years. When the inferred material is included in the economic analysis, the after tax NPV @ 8% increases to US$1.3 billion, the after tax IRR increases to 23% and the payback period decreases to 7 years from the start of construction.

This assessment is preliminary in nature and is based on mineral resources. Unlike mineral reserves, mineral resources do not have demonstrated economic viability. This assessment also includes inferred mineral resources that are considered too speculative geologically to have modifying factors applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that this economic assessment will be realized.

The economic model is based on mine plans that were prepared as outlined in previous sections. Inferred resources account for approximately 21% of the tonnage contained within the mine plan. The economic results of the Project both without inferred resources and including inferred resources are presented within this section. However, the removal of the inferred material from the mine plan is a gross adjustment and no recalculation of fixed capital and operating costs has been completed for the scenario without inferred mineral resources.

As the stage of study for the Santa Cruz Project is initial assessment, no reserves are estimated for use in this analysis. The economic evaluation was completed using resource material that includes material in the inferred category. To evaluate the risk associated with the use of inferred material in the mine plan, a model was completed where the inferred material was removed from the mine plan. SRK notes that this model result should be viewed with caution as the removal of the inferred material is a gross adjustment and no corresponding adjustments to capital, operating cost or mill performance were made.

Indicative Economic Results

LoM Cash Flow (Unfinanced)	Units
Total Revenue	US million	10,031.6		12,865.9
Total Opex	US million	(4,616.9	)	(4,617.0	)
Operating Margin	US million	5,414.7		8,248.9
Operating Margin Ratio	%	54	%	64	%
Taxes Paid	US million	(426.6	)	(984.8	)
Free Cash Flow	US million	3,241.1		5,350.1
Before Tax
Free Cash Flow	US million	2,549.5		5,216.7
NPV at 8%	US million	583.4		1,642.5
IRR	%	15	%	25	%
After Tax
Free Cash Flow	US million	2,122.9		4,231.9
NPV at 8%	US million	457.7		1,316.6
IRR	%	14	%	23	%
Payback	years	10		7

All values are in US Dollars.

Source: SRK, 2023

Within the constraints of this analysis, the Project appears to be most sensitive to material classification, mined grades, commodity prices and recovery assumptions within the processing plant.

A summary of the cash flow on an annual basis is presented below.

Annual Cash Flow Summary (Without InferredMaterial)

Source: SRK, 2023

Annual Cash Flow Summary (Including InferredMaterial)

Source: SRK, 2023

Conclusions and Recommendations

Under the assumptions presented in this Technical Report Summary, and based on the available data, the mineral resource estimates show reasonable prospects of economic extraction.

The recommended program is for the Company to complete a pre-feasibility study (“PFS”) level technical report. The work program required to complete a PFS will consist of associated infill and exploration drilling, analytical and metallurgical test work, hydrogeological and geotechnical drilling, geological modeling, mine planning, and environmental baseline studies to support permitting efforts.

Specific conclusions and recommendations by discipline are as follows:

Process Facilities

Processing technologies used in this study have been proven at large scales in the industry (mill ores):

·	Agitation leaching of copper oxide minerals with sulfuric acid followed by SX/EW to produce salable copper<br>cathodes.
·	Sulfide flotation to produce salable copper chalcocite/chalcopyrite concentrate.

The milling and process facilities can be expanded within the current process area footprint to accommodate processing additional ore as needed. In the next stage of analysis, some process trade-off studies should be evaluated with regards to optimizing process capital and operating costs.

Economics

The Santa Cruz Project consists of an underground mine and processing facility producing both copper concentrate and copper cathode. The operation is expected to have a 20 year mine life. Under the forward-looking assumptions modeled and documented in this report, the operation is forecast to generate positive cash flow. This estimated cash flow is inherently forward-looking and dependent upon numerous assumptions and forecasts, such as macroeconomic conditions, mine plans and operating strategy, that are subject to change.

The economic analysis metrics are prepared on annual after-tax basis in US$. The results indicate that, at a copper price of US$3.80/lb, the Project without inferred material returns an after-tax net NPV at 8% of US$0.5 billion calculated from the start of construction, an after tax IRR of 14% and a payback period from the start of construction of 10 years. When the inferred material is included in the economic analysis, the after tax NPV at 8% increases to US$1.3 billion, the after tax IRR increases to 23% and the payback period decreases to 7 years from the start of construction.

The analysis performed for this report indicates that the operation’s NPV is most sensitive to the classification of material, the commodity price received, processing plant performance and variations in the grade of ore mined.

Geotechnical

The Project is amenable to mining using conventional LHS and DAF methods depending on the ore geometries and rock qualities within the geotechnical domains. Access to the orebody will be achievable using roadheader development and drill and blast techniques using industry standard ground support methodologies. To advance the geotechnical understanding of the Project to a PFS level of study the following investigations are recommended:

·	Incorporate additional drill data to further characterize rock quality domains, rock strengths, and geological<br>structure. East Ridge and Texaco should be targeted for additional drilling.
·	Update the geotechnical block model with additional drill data and lithology interpretation.
·	Update all stability analyses using new rock characterization data. This includes stope optimization studies<br>and sill pillar recovery techniques.
·	Continue exploration drilling along potential decline routes to improve decline placement within better<br>rock qualities.
·	Conduct in-situ stress measurements to better understand the current stress field at site. These learnings<br>can be applied to stability analyses and used in numerical modeling.
·	Conduct numerical modeling of the mine sequence to better understand redistributions of mining induced<br>stresses which could be detrimental to stability.
·	An underhand DAF method should be considered for mining at East Ridge and the Exotics at Santa Cruz. An<br>underhand method might allow wider DAF spans but would require additional cement binder and a higher minimum compressive strength requirement.
·	A study should be conducted to evaluate whether mine waste aggregate is suitable for cemented rock fill (“CRF”).

Hydrogeology

The groundwater flow model developed for the Santa Cruz Project shows that with an active dewatering scenario of pumping from the surface approximately 3,000 gpm for the first 2 years of LoM that the annual average residual passive inflows for the first 10 years of the mine are at or below 12,000 gpm. To advance the understanding of the site hydrogeology to the PFS stage, the following investigations are recommended:

·	Additional characterization of the conglomerates and non-mineralized Oracle Granite around the proposed<br>decline.
·	Additional characterization of the variability of hydraulic parameters of the mineralized Oracle Granite,<br>along with the porphyry and diabase intrusions, around the Santa Cruz, East Ridge, and Texaco deposits.
·	Characterization of the hydraulic parameters of the conglomerate within the Exotics at the Santa Cruz<br>deposit.
·	Hydrogeological characterization of the impact of faulting on groundwater movement.
·	Installation of monitoring wells to collect baseline groundwater data.

Environmental & Permitting

Recommendations for Environmental and Permitting would include the following:

·	Continued environmental baseline data collection to support major local county and state permitting programs.
·	Continue permitting activities and agency engagement for Pinal County Class II air permit, City of<br>Casa Grande General Plan amendment and zoning changes, Arizona Department of Environmental Quality Aquifer Protection and Reclaim Water<br>Discharge permits, and Arizona Department of Water Resources dewatering permit.
·	As the facility engineering progresses, advance the closure and reclamation design and engage Arizona<br>State Mining Inspector to obtain an approved Mined Land Reclamation Plan.
·	Develop and implement a community working group to keep local stakeholders informed about the Project’s<br>potential economic and community benefits, as well as the Company’s commitment to safety and the environment.

TSF Design

The key risks identified for the TSF design are:

·	Unknown risks related to limited site-specific information for characterizing the TSF foundation and geotechnical/geochemical<br>properties of the tailing.
·	Natural flood inundation
·	Seepage management/geochemical control requirements
·	Suitability of on-site borrow areas for construction fill
·	Dust management

Recommendations to advance the TSF design to the next design stage are:

·	Conduct a tailings alternatives assessment following a multiple accounts analysis (“MAA”) framework. The<br>alternatives assessment must consider technical, environmental, and social objectives, and engage a range of Project stakeholders.
·	Conduct a site investigation to evaluate the geotechnical, hydrogeological and geochemical properties<br>of the TSF foundation, and suitability of potential borrow sources. The investigation should comprise drilling, test pitting, geophysics,<br>in-situ hydrogeological testing, sampling and associated laboratory testing.
·	Perform additional test work (geotechnical, rheological and geochemical) on the tailings. Geochemical<br>testing should include static and kinetic testing to understand long-term acid rock drainage and metal leaching potential, to inform geochemical<br>management strategy.
·	Conduct site-specific flood-routing modeling to assess TSF and borrow area flood risk.
---	---
·	Perform a TSF staging assessment and review the embankment design approach. This assessment should evaluate<br>beach wetting as a viable approach for dust suppression and serve as key input to the TSF water balance.
·	Develop a TSF water balance as an input to the site-wide water balance. If warranted, investigate TSF<br>configurations with smaller impoundment footprints to limit evaporation loss.
·	Evaluate the design of the TSF liner system based on modeling and consider changes to seepage management<br>strategy based on findings of the tailings characterization.
·	Consider tailings processing methods (e.g., filtration, cycloning) to produce construction materials and<br>offset borrow requirements.
·	Conduct a site-specific seismic hazard assessment.

For more information, see the new IA, which is filed as Exhibit 96.1 to this Form 8-K and incorporated by reference as an exhibit to the Company’s Form S-3 registration statement (File No. 333-273195) and Form S-1 registration statement (File No. 333-269029).

Updated Disclosures on Investments in ListedCompanies

On August 14, 2023, Sama Resources Inc. announced the filing of a new technical report for the Samapleu nickel-copper project located in Ivory Coast, West Africa, entitled “NI 43-101 Technical Report Mineral Resource Estimate for the Samapleu and Grata Deposits Project”, dated August 11, 2023, prepared by independent consultants Todd McCracken, P.Geo and Chris Martin, C.Eng. The report contains the following updated in situ mineral resource estimate for the Samapleu and Grata deposits, effective June 27, 2023, on a 100% project basis:

Samapleu and Grata Mineral Resource Summary(100% project basis)

Classification	Deposit
Indicated	Main	13,425,000	0.24	0.22	0.10	0.31	0.04	0.02
	Extension	201,000	0.28	0.18	0.10	0.55	0.02	0.02
	Grata	1,363,000	0.29	0.27	0.11	0.29	0.04	0.02
	Total	14,989,000	0.25	0.22	0.10	0.31	0.04	0.02
Inferred	Main	22,343,000	0.25	0.20	0.08	0.28	0.04	0.02
	Extension	11,119,000	0.28	0.22	0.10	0.47	0.02	0.02
	Grata	68,424,000	0.24	0.25	0.10	0.26	0.04	0.01
	Total	101,886,000	0.25	0.23	0.10	0.29	0.04	0.01

Samapleu and Grata In Situ Metal with Pit Shells(100% project basis)

Classification	Deposit
Indicated	Main	13,425,000	71,800	64,000	44,100	133,300	16,800	4,900
	Extension	201,000	1,200	800	600	3,500	100	100
	Grata	1,363,000	8,600	8,100	4,800	12,600	1,900	500
	Total	14,989,000	81,600	72,900	49,500	149,400	18,800	5,500
Inferred	Main	22,343,000	121,300	100,300	54,400	201,800	26,600	7,700
	Extension	11,119,000	68,400	53,200	34,400	168,200	8,600	4,300
	Grata	68,424,000	368,900	373,300	222,600	569,400	84,500	21,400
	Total	101,886,000	558,600	526,800	311,400	939,400	119,700	33,400

On an attributable basis, reporting only the portion of the mineral resources reflecting the Company’s 46% interest in the project, the updated mineral resource estimate is:

Samapleu and Grata In Situ Metal with Pit Shells(46% attributable basis)

Classification	Deposit
Indicated	Main	6,175,500	33,028	29,440	20,286	61,318	7,728	2,254
	Extension	92,460	552	368	276	1,610	46	46
	Grata	626,980	3,956	3,726	2,208	5,796	874	230
	Total	6,894,940	37,536	33,534	22,770	68,724	8,648	2,530
Inferred	Main	10,277,780	55,798	46,138	25,024	92,828	12,236	3,542
	Extension	5,114,740	31,464	24,472	15,824	77,372	3,956	1,978
	Grata	31,475,040	169,694	171,718	102,396	261,924	38,870	9,844
	Total	46,867,560	256,956	242,328	143,244	432,124	55,062	15,364

Assumptions for the updated Samapleu and Grata mineral resource estimates include a pit-constrained NSR cut-off grade of US$16.34//tonne milled, and metal prices of US$3.75/lb Cu, US$8.70/lb Ni, US$25.10/lb Co, US$1,140/oz Pt, US$1,300/oz, and $1,690/oz Au.

Item 9.01. Financial Statements and Exhibits.

(d) Exhibits.

Exhibit No.	Description
23.1	Consent of SRK Consulting (U.S.), Inc.
23.2	Consent of KCB Consultants Ltd.
23.3	Consent of Life Cycle Geo, LLC
23.4	Consent of M3 Engineering and Technology Corp.
23.5	Consent of Nordmin Engineering Ltd.
23.6	Consent of Call & Nicholas, Inc.
23.7	Consent of Tetra Tech, Inc.
23.8	Consent of INTERA Incorporated
23.9	Consent of Haley & Aldrich, Inc.
23.10	Consent of Met Engineering, LLC
23.11	Consent of Todd McCracken
23.12	Consent of Chris Martin
96.1	Technical Report Summary on the Santa Cruz Project, Arizona, U.S.A., SRK Consulting (U.S.), Inc., KCB Consultants Ltd., Life Cycle Geo, LLC, M3 Engineering and Technology Corp., Nordmin Engineering Ltd., Call & Nicholas, Inc., Tetra Tech, Inc., INTERA Incorporated, Haley & Aldrich, Inc., and Met Engineering, LLC, dated of September 6, 2023
99.1	Press Release dated September 6, 2023
104	Cover Page Interactive Data File (embedded with the inline XBRL document)

Forward-Looking Statements

The Company cautions you that statements included in this Current Report on Form 8-K that are not a description of historical facts are forward-looking statements within the meaning of the Private Securities Litigation Reform Act of 1995 that involve risks and uncertainty, including the estimates of mineral resources, economic analysis and other projections contained in the Technical Report Summary and the updated Samapleu technical report, and statements regarding the Company’s plans and objectives. Such statements are based on management’s current expectations and are subject to a number of risks and uncertainties that could cause actual results to differ materially from those described in the forward-looking statements.

The important factors that could cause actual operating results to differ significantly from those expressed or implied by such forward-looking statements include, but are not limited to: we have no mineral reserves, other than at the San Matias project; we have a limited operating history on which to base an evaluation of our business and prospects; we depend on our material projects for our future operations; our mineral resource calculations at the Santa Cruz Project are only estimates; actual capital costs, operating costs, production and economic returns may differ significantly from those we have anticipated; the title to some of the mineral properties may be uncertain or defective; our business is subject to changes in the prices of copper, gold, silver, nickel, cobalt, vanadium and platinum group metals; we have claims and legal proceedings against one of our subsidiaries; our business is subject to significant risk and hazards associated with exploration activities, mine development, construction and future mining operations; we may fail to identify attractive acquisition candidates or joint ventures with strategic partners or be unable to successfully integrate acquired mineral properties or successfully manage joint ventures; our success is dependent in part on our joint venture partners and their compliance with our agreements with them; our business is extensively regulated by the United States and foreign governments as well as local governments; the requirements that we obtain, maintain and renew environmental, construction and mining permits are often a costly and time-consuming process; our non-U.S. operations are subject to additional political, economic and other uncertainties not generally associated with domestic operations; and our operations may be impacted by the COVID-19 pandemic, including impacts to the availability of our workforce, government orders that may require temporary suspension of operations, and the global economy and other risks detailed in the Company’s most recent Form 10-K annual report and other public periodic filings with the U.S. Securities and Exchange Commission. The words “believe,” “will,” “should,” “expect,” “intend,” “estimate,” “look forward,” and “anticipate,” variations of such words and similar expressions identify forward-looking statements, but their absence does not mean that a statement is not a forward-looking statement. You are cautioned not to place undue reliance on these forward-looking statements, which speak only as of the date hereof, and the Company undertakes no obligation to revise or update this report to reflect events or circumstances after the date hereof. All forward-looking statements are qualified in their entirety by this cautionary statement.

This report also contains references to estimates of mineral resources. The estimation of mineral resources is inherently uncertain and involves subjective judgments about many relevant factors. Mineral resources that are not mineral reserves do not have demonstrated economic viability. The accuracy of any such estimates is a function of the quantity and quality of available data, and of the assumptions made and judgments used in engineering and geological interpretation (including estimated future production, the anticipated tonnages and grades that will be mined and the estimated level of recovery that will be realized), which may prove to be unreliable and depend, to a certain extent, upon the analysis of drilling results and statistical inferences that ultimately may prove to be inaccurate. Mineral resource estimates may have to be re-estimated based on: (i) fluctuations in copper, gold or other metal prices; (ii) results of drilling and other exploration activities; (iii) metallurgical testing and other studies; (iv) proposed mining operations, including dilution; (v) the evaluation and re-evaluation of mine plans subsequent to the date of any estimates and/or changes in mine plans; (vi) the possible failure to receive required permits, approvals and licenses; and (vii) changes in law or regulation.

SIGNATURES

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

	IVANHOE ELECTRIC INC.
Date: September 6, 2023	By:	/s/ Taylor Melvin
		Taylor Melvin
		President and Chief Executive Officer

Exhibit 23.1

CONSENT

To: Ivanhoe Electric Inc. (the “Company”)

Re: Current Report on Form 8-K and the Registration Statements on Form S-3 (File No. 333-273195), Form S-1 (File No. 333-269029), and Form S-8 (File Nos. 333-274241, 333-269490 and 333-266227) (collectively, the “Registration Statements”) of the Company

SRK Consulting (U.S.), Inc. is the authoring firm of parts of the report titled “S-K 1300 Initial Assessment & Technical Report Summary, Santa Cruz Project, Arizona” dated September 6, 2023, as outlined in section 2.8 therein, regarding the mining property known as the Santa Cruz Project (the “Project”) which was prepared in accordance with the U.S. Securities and Exchange Commission (“SEC”) S-K regulations (Title 17, Part 229, Items 601 and 1300 through 1305) for Ivanhoe Electric Inc. (the “Expert Report”).

SRK Consulting (U.S.), Inc. understands that the Company wishes to make reference to SRK Consulting (U.S.), Inc.’s name and the Expert Report in its Current Report on Form 8-K dated the date hereof (the “Form 8-K”), and to incorporate by reference certain information in the Registration Statements. SRK Consulting (U.S.), Inc. further understands that the Company wishes to use extracts and/or information from, the Expert Report in the Form 8-K related to the Project. SRK Consulting (U.S.), Inc. has been provided with a copy of the Form 8-K, and has reviewed the proposed disclosure identified above.

Accordingly, SRK Consulting (U.S.), Inc. does hereby consent to:

·	the use of, and references to, its name in the Form 8-K;
·	the use of, and references to, the Expert Report in the Form 8-K, including the filing of the Expert Report as an exhibit to the Form 8-K;
---	---
·	the use of, in the Form 8-K, extracts and information from the Expert Report, or portions thereof; and
---	---
·	the incorporation by reference of the foregoing items in the Registration Statements.

Dated: September 6, 2023

By:	/s/ SRK Consulting (U.S.), Inc.
	SRK Consulting (U.S.), Inc.

Exhibit 23.2

CONSENT

To: Ivanhoe Electric Inc. (the “Company”)

KCB Consultants Ltd. is the authoring firm of parts of the report titled “S-K 1300 Initial Assessment & Technical Report Summary, Santa Cruz Project, Arizona” dated September 6, 2023, as outlined in section 2.8 therein, regarding the mining property known as the Santa Cruz Project (the “Project”) which was prepared in accordance with the U.S. Securities and Exchange Commission (“SEC”) S-K regulations (Title 17, Part 229, Items 601 and 1300 through 1305) for Ivanhoe Electric Inc. (the “Expert Report”).

KCB Consultants Ltd. understands that the Company wishes to make reference to KCB Consultants Ltd.’s name and the Expert Report in its Current Report on Form 8-K dated the date hereof (the “Form 8-K”), and to incorporate by reference certain information in the Registration Statements. KCB Consultants Ltd. further understands that the Company wishes to use extracts and/or information from, the Expert Report in the Form 8-K related to the Project. KCB Consultants Ltd. has been provided with a copy of the Form 8-K, and has reviewed the proposed disclosure identified above.

Accordingly, KCB Consultants Ltd. does hereby consent to:

·	the use of, and references to, its name in the Form 8-K;
·	the use of, and references to, the Expert Report in the Form 8-K, including the filing of the Expert Report as an exhibit to the Form 8-K;
---	---
·	the use of, in the Form 8-K, extracts and information from the Expert Report, or portions thereof; and
---	---
·	the incorporation by reference of the foregoing items in the Registration Statements.

Dated: September 6, 2023

By:	/s/ KCB Consultants Ltd.
	KCB Consultants Ltd.

Exhibit 23.3

CONSENT

To: Ivanhoe Electric Inc. (the “Company”)

Life Cycle Geo, LLC is the authoring firm of parts of the report titled “S-K 1300 Initial Assessment & Technical Report Summary, Santa Cruz Project, Arizona” dated September 6, 2023, as outlined in section 2.8 therein, regarding the mining property known as the Santa Cruz Project (the “Project”) which was prepared in accordance with the U.S. Securities and Exchange Commission (“SEC”) S-K regulations (Title 17, Part 229, Items 601 and 1300 through 1305) for Ivanhoe Electric Inc. (the “Expert Report”).

Life Cycle Geo, LLC understands that the Company wishes to make reference to Life Cycle Geo, LLC’s name and the Expert Report in its Current Report on Form 8-K dated the date hereof (the “Form 8-K”), and to incorporate by reference certain information in the Registration Statements. Life Cycle Geo, LLC further understands that the Company wishes to use extracts and/or information from, the Expert Report in the Form 8-K related to the Project. Life Cycle Geo, LLC has been provided with a copy of the Form 8-K, and has reviewed the proposed disclosure identified above.

Accordingly, Life Cycle Geo, LLC does hereby consent to:

·	the use of, and references to, its name in the Form 8-K;
·	the use of, and references to, the Expert Report in the Form 8-K, including the filing of the Expert Report as an exhibit to the Form 8-K;
---	---
·	the use of, in the Form 8-K, extracts and information from the Expert Report, or portions thereof; and
---	---
·	the incorporation by reference of the foregoing items in the Registration Statements.

Dated: September 6, 2023

By:	/s/ Life Cycle Geo, LLC
	Life Cycle Geo, LLC

Exhibit 23.4

CONSENT

To: Ivanhoe Electric Inc. (the “Company”)

M3 Engineering and Technology Corp. is the authoring firm of parts of the report titled “S-K 1300 Initial Assessment & Technical Report Summary, Santa Cruz Project, Arizona” dated September 6, 2023, as outlined in section 2.8 therein, regarding the mining property known as the Santa Cruz Project (the “Project”) which was prepared in accordance with the U.S. Securities and Exchange Commission (“SEC”) S-K regulations (Title 17, Part 229, Items 601 and 1300 through 1305) for Ivanhoe Electric Inc. (the “Expert Report”).

M3 Engineering and Technology Corp. understands that the Company wishes to make reference to M3 Engineering and Technology Corp.’s name and the Expert Report in its Current Report on Form 8-K dated the date hereof (the “Form 8-K”), and to incorporate by reference certain information in the Registration Statements. M3 Engineering and Technology Corp. further understands that the Company wishes to use extracts and/or information from, the Expert Report in the Form 8-K related to the Project. M3 Engineering and Technology Corp. has been provided with a copy of the Form 8-K, and has reviewed the proposed disclosure identified above.

Accordingly, M3 Engineering and Technology Corp. does hereby consent to:

·	the use of, and references to, its name in the Form 8-K;
·	the use of, and references to, the Expert Report in the Form 8-K, including the filing of the Expert Report as an exhibit to the Form 8-K;
---	---
·	the use of, in the Form 8-K, extracts and information from the Expert Report, or portions thereof; and
---	---
·	the incorporation by reference of the foregoing items in the Registration Statements.

Dated: September 6, 2023

By:	/s/ M3 Engineering and Technology Corp.
	M3 Engineering and Technology Corp.

Exhibit 23.5

CONSENT

To: Ivanhoe Electric Inc. (the “Company”)

Nordmin Engineering Ltd. is the authoring firm of parts of the report titled “S-K 1300 Initial Assessment & Technical Report Summary, Santa Cruz Project, Arizona” dated September 6, 2023, as outlined in section 2.8 therein, regarding the mining property known as the Santa Cruz Project (the “Project”) which was prepared in accordance with the U.S. Securities and Exchange Commission (“SEC”) S-K regulations (Title 17, Part 229, Items 601 and 1300 through 1305) for Ivanhoe Electric Inc. (the “Expert Report”).

Nordmin Engineering Ltd. understands that the Company wishes to make reference to Nordmin Engineering Ltd.’s name and the Expert Report in its Current Report on Form 8-K dated the date hereof (the “Form 8-K”), and to incorporate by reference certain information in the Registration Statements. Nordmin Engineering Ltd. further understands that the Company wishes to use extracts and/or information from, the Expert Report in the Form 8-K related to the Project. Nordmin Engineering Ltd. has been provided with a copy of the Form 8-K, and has reviewed the proposed disclosure identified above.

Accordingly, Nordmin Engineering Ltd. does hereby consent to:

·	the use of, and references to, its name in the Form 8-K;
·	the use of, and references to, the Expert Report in the Form 8-K, including the filing of the Expert Report as an exhibit to the Form 8-K;
---	---
·	the use of, in the Form 8-K, extracts and information from the Expert Report, or portions thereof; and
---	---
·	the incorporation by reference of the foregoing items in the Registration Statements.

Dated: September 6, 2023

By:	/s/ Nordmin Engineering Ltd.
	Nordmin Engineering Ltd.

Exhibit 23.6

CONSENT

To: Ivanhoe Electric Inc. (the “Company”)

Call & Nicholas, Inc. is the authoring firm of parts of the report titled “S-K 1300 Initial Assessment & Technical Report Summary, Santa Cruz Project, Arizona” dated September 6, 2023, as outlined in section 2.8 therein, regarding the mining property known as the Santa Cruz Project (the “Project”) which was prepared in accordance with the U.S. Securities and Exchange Commission (“SEC”) S-K regulations (Title 17, Part 229, Items 601 and 1300 through 1305) for Ivanhoe Electric Inc. (the “Expert Report”).

Call & Nicholas, Inc. understands that the Company wishes to make reference to Call & Nicholas, Inc.’s name and the Expert Report in its Current Report on Form 8-K dated the date hereof (the “Form 8-K”), and to incorporate by reference certain information in the Registration Statements. Call & Nicholas, Inc. further understands that the Company wishes to use extracts and/or information from, the Expert Report in the Form 8-K related to the Project. Call & Nicholas, Inc. has been provided with a copy of the Form 8-K, and has reviewed the proposed disclosure identified above.

Accordingly, Call & Nicholas, Inc. does hereby consent to:

·	the use of, and references to, its name in the Form 8-K;
·	the use of, and references to, the Expert Report in the Form 8-K, including the filing of the Expert Report as an exhibit to the Form 8-K;
---	---
·	the use of, in the Form 8-K, extracts and information from the Expert Report, or portions thereof; and
---	---
·	the incorporation by reference of the foregoing items in the Registration Statements.

Dated: September 6, 2023

By:	/s/ Call & Nicholas, Inc.
	Call & Nicholas, Inc.

Exhibit 23.7

CONSENT

To: Ivanhoe Electric Inc. (the “Company”)

Tetra Tech, Inc. is the authoring firm of parts of the report titled “S-K 1300 Initial Assessment & Technical Report Summary, Santa Cruz Project, Arizona” dated September 6, 2023, as outlined in section 2.8 therein, regarding the mining property known as the Santa Cruz Project (the “Project”) which was prepared in accordance with the U.S. Securities and Exchange Commission (“SEC”) S-K regulations (Title 17, Part 229, Items 601 and 1300 through 1305) for Ivanhoe Electric Inc. (the “Expert Report”).

Tetra Tech, Inc. understands that the Company wishes to make reference to Tetra Tech, Inc.’s name and the Expert Report in its Current Report on Form 8-K dated the date hereof (the “Form 8-K”), and to incorporate by reference certain information in the Registration Statements. Tetra Tech, Inc. further understands that the Company wishes to use extracts and/or information from, the Expert Report in the Form 8-K related to the Project. Tetra Tech, Inc. has been provided with a copy of the Form 8-K, and has reviewed the proposed disclosure identified above.

Accordingly, Tetra Tech, Inc. does hereby consent to:

·	the use of, and references to, its name in the Form 8-K;
·	the use of, and references to, the Expert Report in the Form 8-K, including the filing of the Expert Report as an exhibit to the Form 8-K;
---	---
·	the use of, in the Form 8-K, extracts and information from the Expert Report, or portions thereof; and
---	---
·	the incorporation by reference of the foregoing items in the Registration Statements.

Dated: September 6, 2023

By:	/s/ Tetra Tech, Inc.
	Tetra Tech, Inc.

Exhibit 23.8

CONSENT

To: Ivanhoe Electric Inc. (the “Company”)

INTERA Incorporated is the authoring firm of parts of the report titled “S-K 1300 Initial Assessment & Technical Report Summary, Santa Cruz Project, Arizona” dated September 6, 2023, as outlined in section 2.8 therein, regarding the mining property known as the Santa Cruz Project (the “Project”) which was prepared in accordance with the U.S. Securities and Exchange Commission (“SEC”) S-K regulations (Title 17, Part 229, Items 601 and 1300 through 1305) for Ivanhoe Electric Inc. (the “Expert Report”).

INTERA Incorporated understands that the Company wishes to make reference to INTERA Incorporated’s name and the Expert Report in its Current Report on Form 8-K dated the date hereof (the “Form 8-K”), and to incorporate by reference certain information in the Registration Statements. INTERA Incorporated further understands that the Company wishes to use extracts and/or information from, the Expert Report in the Form 8-K related to the Project. INTERA Incorporated has been provided with a copy of the Form 8-K, and has reviewed the proposed disclosure identified above.

Accordingly, INTERA Incorporated does hereby consent to:

·	the use of, and references to, its name in the Form 8-K;
·	the use of, and references to, the Expert Report in the Form 8-K, including the filing of the Expert Report as an exhibit to the Form 8-K;
---	---
·	the use of, in the Form 8-K, extracts and information from the Expert Report, or portions thereof; and
---	---
·	the incorporation by reference of the foregoing items in the Registration Statements.

Dated: September 6, 2023

By:	/s/ INTERA Incorporated
	INTERA Incorporated

Exhibit 23.9

CONSENT

To: Ivanhoe Electric Inc. (the “Company”)

Haley & Aldrich, Inc. is the authoring firm of parts of the report titled “S-K 1300 Initial Assessment & Technical Report Summary, Santa Cruz Project, Arizona” dated September 6, 2023, as outlined in section 2.8 therein, regarding the mining property known as the Santa Cruz Project (the “Project”) which was prepared in accordance with the U.S. Securities and Exchange Commission (“SEC”) S-K regulations (Title 17, Part 229, Items 601 and 1300 through 1305) for Ivanhoe Electric Inc. (the “Expert Report”).

Haley & Aldrich, Inc. understands that the Company wishes to make reference to Haley & Aldrich, Inc.’s name and the Expert Report in its Current Report on Form 8-K dated the date hereof (the “Form 8-K”), and to incorporate by reference certain information in the Registration Statements. Haley & Aldrich, Inc. further understands that the Company wishes to use extracts and/or information from, the Expert Report in the Form 8-K related to the Project. Haley & Aldrich, Inc. has been provided with a copy of the Form 8-K, and has reviewed the proposed disclosure identified above.

Accordingly, Haley & Aldrich, Inc. does hereby consent to:

·	the use of, and references to, its name in the Form 8-K;
·	the use of, and references to, the Expert Report in the Form 8-K, including the filing of the Expert Report as an exhibit to the Form 8-K;
---	---
·	the use of, in the Form 8-K, extracts and information from the Expert Report, or portions thereof; and
---	---
·	the incorporation by reference of the foregoing items in the Registration Statements.

Dated: September 6, 2023

By:	/s/ Haley & Aldrich, Inc.
	Haley & Aldrich, Inc.

Exhibit 23.10

CONSENT

To: Ivanhoe Electric Inc. (the “Company”)

Met Engineering, LLC is the authoring firm of parts of the report titled “S-K 1300 Initial Assessment & Technical Report Summary, Santa Cruz Project, Arizona” dated September 6, 2023, as outlined in section 2.8 therein, regarding the mining property known as the Santa Cruz Project (the “Project”) which was prepared in accordance with the U.S. Securities and Exchange Commission (“SEC”) S-K regulations (Title 17, Part 229, Items 601 and 1300 through 1305) for Ivanhoe Electric Inc. (the “Expert Report”).

Met Engineering, LLC understands that the Company wishes to make reference to Met Engineering, LLC’s name and the Expert Report in its Current Report on Form 8-K dated the date hereof (the “Form 8-K”), and to incorporate by reference certain information in the Registration Statements. Met Engineering, LLC further understands that the Company wishes to use extracts and/or information from, the Expert Report in the Form 8-K related to the Project. Met Engineering, LLC has been provided with a copy of the Form 8-K, and has reviewed the proposed disclosure identified above.

Accordingly, Met Engineering, LLC does hereby consent to:

·	the use of, and references to, its name in the Form 8-K;
·	the use of, and references to, the Expert Report in the Form 8-K, including the filing of the Expert Report as an exhibit to the Form 8-K;
---	---
·	the use of, in the Form 8-K, extracts and information from the Expert Report, or portions thereof; and
---	---
·	the incorporation by reference of the foregoing items in the Registration Statements.

Dated: September 6, 2023

By:	/s/ Met Engineering, LLC
	Met Engineering, LLC

Exhibit 23.11

CONSENT

To: Ivanhoe Electric Inc. (the “Company”)

I, Todd McCracken, am an author of the Canadian NI 43-101 Technical Report titled “NI 43-101 Technical Report, Mineral Resource Estimate for the Samapleu and Grata Deposits Project”, dated August 11, 2023 with an effective date of June 27, 2023, regarding the mining property known as the Samapleu and Grata deposits (the “Project”) originally prepared for Sama Nickel Corporation (the “Expert Report”).

I understand that the Company wishes to make reference to my name and the Expert Report in its Current Report on Form 8-K dated the date hereof (the “Form 8-K”), and to incorporate by reference certain information in the Registration Statements. I further understand that the Company wishes to use extracts and/or information from, the Expert Report in the Form 8-K. I have been provided with a copy of the Form 8-K, and have reviewed the proposed disclosure identified above.

Accordingly, I do hereby consent to:

·	the use of, and references to, my name in the Form 8-K , including my status as an expert or “qualified person” (as defined in Subpart 1300 of Regulation S-K promulgated by the U.S. Securities and Exchange Commission);
·	the use of, and references to, the Expert Report in the Form 8-K;
---	---
·	the use of, in the Form 8-K, extracts and information from the Expert Report, or portions thereof, that was prepared by me, that I supervised the preparation of and/or that was reviewed and approved by me; and
---	---
·	the incorporation by reference of the foregoing items in the Registration Statements.

I confirm that where my work involved a mineral resource or mineral reserve estimate, such estimates comply with the requirements for mineral resource and mineral reserve estimation under Subpart 1300 of Regulation S-K promulgated by the U.S. Securities and Exchange Commission.

Dated: September 6, 2023

By:	/s/ Todd McCracken
	Todd McCracken

Exhibit 23.12

CONSENT

To: Ivanhoe Electric Inc. (the “Company”)

I, Chris Martin, am an author of the Canadian NI 43-101 Technical Report titled “NI 43-101 Technical Report, Mineral Resource Estimate for the Samapleu and Grata Deposits Project”, dated August 11, 2023 with an effective date of June 27, 2023, regarding the mining property known as the Samapleu and Grata deposits (the “Project”) originally prepared for Sama Nickel Corporation (the “Expert Report”).

Accordingly, I do hereby consent to:

·	the use of, and references to, my name in the Form 8-K , including my status as an expert or “qualified person” (as defined in Subpart 1300 of Regulation S-K promulgated by the U.S. Securities and Exchange Commission);
·	the use of, and references to, the Expert Report in the Form 8-K;
---	---
·	the use of, in the Form 8-K, extracts and information from the Expert Report, or portions thereof, that was prepared by me, that I supervised the preparation of and/or that was reviewed and approved by me; and
---	---
·	the incorporation by reference of the foregoing items in the Registration Statements.

Dated: September 6, 2023

By:	/s/ Chris Martin
	Chris Martin

Exhibit 96.1

REPORT DATE: 6 SEPTEMBER 2023

SEC Technical Report Summary – Santa Cruz	Page ii

Date and Signature Page

S-K 1300 Initial Assessment & TechnicalReport Summary, Santa Cruz Project, Arizona

**Prepared for:**Ivanhoe Electric Inc.

**Report Date:**September 6, 2023

Prepared by the following Qualified Persons:

/s/ SRK Consulting(U.S.), Inc.

SRK Consulting (U.S.), Inc.

September 6, 2023

/s/ KCB ConsultantsLtd.

KCB Consultants Ltd.

September 6, 2023

/s/ LifeCycle Geo, LLC

Life Cycle Geo, LLC

September 6, 2023

/s/ M3 Engineeringand Technology Corp.

M3 Engineering and Technology Corp.

September 6, 2023

/s/ NordminEngineering Ltd.

Nordmin EngineeringLtd.

September 6, 2023

/s/ Call &Nicholas, Inc.

Call & Nicholas, Inc.

September 6, 2023

September 2023
SEC Technical Report Summary – Santa Cruz	Page iii
---	---

/s/ TetraTech, Inc.

Tetra Tech, Inc.

September 6, 2023

/s/ INTERAIncorporated

INTERA Incorporated

September 6, 2023

/s/ Haley &Aldrich, Inc.

Haley & Aldrich, Inc.

September 6, 2023

/s/ Met Engineering,LLC

Met Engineering, LLC

September 6, 2023

September 2023
SEC Technical Report Summary – Santa Cruz	Page iv
---	---

Tableof Contents

1	Executive Summary			28
	1.1	Property Description, Mineral Tenure, Ownership, Surface Rights, Royalties, Agreements, and Permits		28
	1.2	Geology and Mineralization		29
	1.3	Status of Exploration, Development and Operations		30
	1.4	Sample Analysis and Security		30
	1.5	Mineral Processing and Metallurgical Testing		31
	1.6	Mineral Resource Estimate		32
	1.7	Mineral Reserve Estimate		35
	1.8	Mining Methods		35
	1.9	Recovery Methods		37
		1.9.1	Process Design Criteria	39
	1.10	Project Infrastructure		39
	1.11	Market Studies and Contracts		40
	1.12	Environmental, Closure and Permitting		41
	1.13	Capital and Operating Cost Estimates		41
		1.13.1	Mining Capital Cost Estimate	41
		1.13.2	Process Capital Cost Estimate	42
		1.13.3	Tailings Capital Cost Estimate	43
		1.13.4	Mining Operating Cost Estimate	43
		1.13.5	Processing Operating Cost Estimate	44
		1.13.6	G&A Operating Cost Estimate	44
	1.14	Economic Analysis		44
	1.15	Conclusions and Recommendations		48
2	Introduction			51
	2.1	Registrant for Whom the Technical Report Summary was Prepared		51
	2.2	Terms of Reference and Purpose of the Report		51
	2.3	Sources of Information		51
	2.4	Details of Inspection		51
	2.5	Report Version Update		52
	2.6	Units of Measure		52
	2.7	Mineral Resource and Mineral Reserve Definitions		53
	2.8	Qualified Person		54
3	Property Description			57
	3.1	Legal Description of Real Property		57
	3.2	Property Location		57
	3.3	Mineral Title, Claim, Mineral Right, Lease or Option Disclosure		58
		3.3.1	Land Tenure and Underlying Agreements	58
September 2023
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		3.3.2	Private Parcels	58
---	---	---	---	---
		3.3.3	Federal Unpatented Mineral Claims	61
		3.3.4	Royalties	61
	3.4	Permits and Authorization		62
	3.5	Environmental Liabilities		63
4	Accessibility, Climate, Local Resources, Infrastructure and Physiography			65
	4.1	Climate		65
	4.2	Local Resources		66
	4.3	Physiography		67
5	History			68
	5.1	Introduction		68
	5.2	Previous Exploration		70
		5.2.1	Sacaton Mine	70
		5.2.2	Santa Cruz and Texaco Deposits	70
	5.3	Previous Reporting		73
		5.3.1	Hanna 1982	73
		5.3.2	In Situ Joint Venture 1997	73
		5.3.3	IMC 2013	73
		5.3.4	Stantec-Mining 2013	74
		5.3.5	Physical Resource Engineering 2014	74
	5.4	Ivanhoe Electric Technical Report Summaries		74
		5.4.1	Mineral Resource Estimate 2021	74
		5.4.2	Mineral Resource Estimate Update 2022	74
	5.5	Historical Production		75
	5.6	QP Opinion		75
6	Geological Setting, Mineralization, and Deposit			76
	6.1	Regional Geology		76
	6.2	Metallogenic Setting		77
	6.3	Santa Cruz Project Geology		77
		6.3.1	Santa Cruz Project Lithologies	78
		6.3.2	Alteration	81
		6.3.3	Structural Geology	81
		6.3.4	Property Mineralization	82
		6.3.5	Mineralization at the Santa Cruz Deposit	83
		6.3.6	Mineralization at the Texaco Deposit	83
		6.3.7	Mineralization at the Texaco Ridge Exploration Area	84
		6.3.8	Mineralization at the East Ridge deposit	84
September 2023
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		6.3.9	Mineralization at the Southwest Exploration Area	85
---	---	---	---	---
	6.4	Deposit Types		85
	6.5	QP Opinion		88
7	Exploration			89
	7.1	Geophysical Exploration		89
		7.1.1	Ground Gravity Survey	89
		7.1.2	Ground Magnetics Survey	92
		7.1.3	Typhoon™ Survey	94
		7.1.4	2D Seismic Refraction Tomography	95
		7.1.5	Historical Geophysical Exploration	96
	7.2	Historical Data Compilation		100
	7.3	Drilling		101
		7.3.1	Historical Drilling – Santa Cruz and East Ridge Deposits	101
		7.3.2	Historic Drilling – Texaco Deposit	102
		7.3.3	2021 Twin Hole Drilling – IE	103
		7.3.4	2021-2022 Drilling Program – IE	104
		7.3.5	2023 Drilling Program	110
		7.3.6	Geotechnical Drilling	114
		7.3.7	Hydrogeology	114
	7.4	QP Opinion		118
8	Sample Preparation, Analysis and Security			116
	8.1	Sample Preparation Methods and Quality Control Measures		116
	8.2	Sample Preparation, Assaying and Analytical Procedures		116
		8.2.1	Skyline Laboratories	119
		8.2.2	SGS Laboratories	119
		8.2.3	American Assay Laboratories	119
		8.2.4	Historical Core Assay Sample and Analysis	120
	8.3	Specific Gravity Sampling		120
	8.4	Quality Control Procedures/Quality Assurance		120
		8.4.1	IE Santa Cruz Sampling	121
		8.4.2	2022 East Ridge and Texaco Sampling	127
		8.4.3	2021 IE Sampling	136
	8.5	Security and Storage		146
	8.6	QP Opinion		146
9	Data Verification			147
	9.1	Data Verification Procedures		147
September 2023
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	9.2	Nordmin Site Visit 2022		147
---	---	---	---	---
		9.2.1	Field Collar Validation	148
		9.2.2	Core Logging, Sampling, and Storage Facilities	151
		9.2.3	Independent Sampling	155
		9.2.4	Audit of Analytical Laboratory	162
	9.3	Twin Hole Analysis		162
	9.4	Database Validation		166
	9.5	Review of Company’s QA/QC		166
	9.6	QP Opinion		166
10	Mineral Processing and Metallurgical Testing			167
	10.1	CGCC Studies (1976-1982)		169
		10.1.1	Sample Selection	169
		10.1.2	Grinding Studies	178
		10.1.3	Flotation Studies	179
		10.1.4	Leaching Studies	181
		10.1.5	Copper Measurement	182
		10.1.6	ASARCO Study by Mountain States Engineering (1980)	182
		10.1.7	Santa Cruz In-Situ Study	183
	10.2	2022-2023 Test Work Studies		183
		10.2.1	Sample Selection	183
		10.2.2	Grinding Studies	185
		10.2.3	Leaching Studies	185
		10.2.4	Flotation Studies	185
		10.2.5	Copper Measurement	188
		10.2.6	Thickener Sizing Tests	188
		10.2.7	Solvent Extraction Testing	189
		10.2.8	Column Leach Tests	190
		10.2.9	Sample Mineralogy and Assays	191
	10.3	Process Factors and Deleterious Elements		195
	10.4	QP Opinion		195
11	Mineral Resource Estimates			196
	11.1	Drillhole Database		196
	11.2	Domaining		197
		11.2.1	Geological Domaining	197
		11.2.2	Regression	202
		11.2.3	Mineralization Domaining	204
	11.3	Exploratory Data Analysis		205
September 2023
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	11.4	Data Preparation		213
---	---	---	---	---
		11.4.1	Assay Intervals at Minimum Detection Limits	213
		11.4.2	Outlier Analysis and Capping	213
		11.4.3	Compositing	214
		11.4.4	Specific Gravity	215
		11.4.5	Block Model Strategy and Analysis	216
		11.4.6	Assessment of Spatial Grade Continuity	216
		11.4.7	Block Model Definition	220
		11.4.8	Interpolation Method	221
		11.4.9	Search Strategy	221
	11.5	Block Model Validation		225
		11.5.1	Visual Comparison	225
		11.5.2	Swath Plots	232
	11.6	Mineral Resource Classification		237
	11.7	Copper Pricing		239
	11.8	Reasonable Prospects of Economic Extraction		240
	11.9	Mineral Resource Estimate		242
		11.9.1	Mineral Resource Estimate	243
		11.9.2	Santa Cruz Mineral Resource Estimate	244
		11.9.3	Texaco Mineral Resource Estimate	245
		11.9.4	East Ridge Mineral Resource Estimate	246
	11.10	Mineral Resource Sensitivity to Reporting Cut-off		247
	11.11	Interpolation Comparison		251
	11.12	Factors That May Affect Mineral Resources		254
	11.13	QP Opinion		254
12	Mineral Reserve Estimates			255
13	Mining Methods			256
	13.1	Cut-Off Grade Calculations		258
September 2023
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	13.2	Geotechnical		258
---	---	---	---	---
		13.2.1	Dataset	258
		13.2.2	Mine Design Geotechnical Parameters	263
		13.2.3	Risks and Opportunities	265
		13.2.4	Rock Quality, Strength, and Joint Orientations	265
		13.2.5	Engineering Analysis	271
		13.2.6	Primary Ground Support for Development	288
		13.2.7	Boxcut and Decline Access	290
	13.3	Hydrogeology		291
		13.3.1	Surface Water	291
		13.3.2	Hydrogeology Investigations	292
		13.3.3	Hydrogeologic Conceptual Site Model	293
		13.3.4	Groundwater Flow Model	294
	13.4	Mine Dewatering		297
		13.4.1	Ramp Dewatering	297
		13.4.2	Mining Area Dewatering	298
	13.5	Identifying Potentially Minable Areas		301
		13.5.1	Dilution	303
		13.5.2	Stope Recovery Factor	305
		13.5.3	Development Allowance	305
		13.5.4	Block Model Indicator Shells	306
	13.6	Mine Design		306
		13.6.1	Santa Cruz - Longhole Stope	306
		13.6.2	Santa Cruz Exotic and East Ridge, Drift and Fill	307
		13.6.3	Development	308
		13.6.4	Mine Plan Resource	309
	13.7	Production Schedule		311
	13.8	Mining Operations		317
		13.8.1	Stoping	317
		13.8.2	Drift and Fill (DAF)	317
		13.8.3	Underground Material Handling System	317
		13.8.4	Backfill	318
		13.8.5	Grade Control	323
		13.8.6	Ventilation	323
		13.8.7	Mine Services	329
	13.9	QP Opinion		332
14	Processing and Recovery Methods			333
	14.1	Operation Results		333
	14.2	Processing Overview		334
	14.3	Processing Method		334
		14.3.1	Comminution	334
		14.3.2	Whole Ore Leaching	335
		14.3.3	Solvent Extraction / Electrowinning	335
		14.3.4	Leach Residue Neutralization	335
		14.3.5	Flotation Circuit	336
		14.3.6	Tailing	336
		14.3.7	Reagents	336
	14.4	Flowsheet		337
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	14.5	Plant Design and Equipment Design		338
---	---	---	---	---
		14.5.1	Plant Layout	338
		14.5.2	Equipment Design	339
	14.6	Consumable Requirements		340
	14.7	QP Opinion		341
15	Infrastructure			342
	15.1	Location & Roads		342
	15.2	Project Layout		343
	15.3	Rail		347
	15.4	Port Facilities		348
	15.5	Tailings Disposal		349
		15.5.1	TSF Siting and Foundation Characterization	349
		15.5.2	Design Basis	352
		15.5.3	Design Features	352
		15.5.4	Embankment Stability	355
		15.5.5	Water Management	355
		15.5.6	Closure Plan	355
	15.6	Power		357
		15.6.1	Power Sources	357
		15.6.2	Power Distribution	358
		15.6.3	Power Consumption	358
	15.7	Water		360
	15.8	Pipelines		361
	15.9	QP Opinion		362
16	Market Studies			363
	16.1	Market Information		363
		16.1.1	Market for Santa Cruz	363
		16.1.2	Copper Demand	363
		16.1.3	Copper Supply	363
		16.1.4	Trailing Price	364
		16.1.5	Study Price and Sales Terms	364
	16.2	Contracts and Status		365
17	Environmental Studies, Permitting, and Plans, Negotiations, or Agreements with Local Individuals or Groups			366
	17.1	Environmental Study Results		366
		17.1.1	Flora and Fauna	366
		17.1.2	Threatened and Endangered Species	366
		17.1.3	Migratory Bird Treaty Act	367
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		17.1.4	Surface Water Mapping	367
---	---	---	---	---
		17.1.5	Cultural Heritage	368
		17.1.6	Air Quality	368
		17.1.7	Carbon Intensity	369
		17.1.8	Surface Water Monitoring	372
		17.1.9	Groundwater Monitoring	372
		17.1.10	Material Characterization	373
	17.2	Permitting and Authorizations		374
	17.3	Requirements and Plans for Waste and Tailings Disposal, Site Monitoring, and Water Management During Operations and After Mine Closure		375
	17.4	Post-Performance or Reclamations Bonds		376
		17.4.1	Arizona State Mine Inspector: Reclamation Plan	376
		17.4.2	Arizona Department Of Environmental Quality: Aquifer Protection Permit	377
	17.5	Status of Permit Applications		377
		17.5.1	Arizona State Mine Inspector: Reclamation Plan	377
		17.5.2	Arizona Department of Environmental Quality: Aquifer Protection Permit	378
		17.5.3	Known Requirements to Post Performance or Reclamation Bonds	378
	17.6	Local Individuals and Groups		378
	17.7	Mine Closure		379
		17.7.1	Waste and Development Rock Closure and Reclamation Approach	379
		17.7.2	Tailings Closure and Reclamation Approach	379
		17.7.3	General Grading and Revegetation Approach	379
		17.7.4	Mill and Process Area Closure and Reclamation Approach	380
		17.7.5	Process and Chemical Ponds Closure and Reclamation Approach	380
		17.7.6	Structural Decommissioning Approach	380
		17.7.7	Underground Operations Closure Approach	380
		17.7.8	Aquifer Restoration and Post Closure Monitoring Approach	381
	17.8	QP Opinion		381
18	Capital and Operating Costs			382
	18.1	Capital Cost Estimates		382
		18.1.1	Mining Capital Cost	382
		18.1.2	Process Capital Cost	385
		18.1.3	Tailings Capital Costs	386
		18.1.4	Basis for Cost Estimates	388
	18.2	Operating Cost Estimates		389
		18.2.1	Mine Operating Cost	389
		18.2.2	Processing Operating Cost	393
		18.2.3	General and Administrative Operating Costs	394
	18.3	QP Opinion		396
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19	Economic Analysis			397
---	---	---	---	---
	19.1	General Description		397
		19.1.1	Basic Model Parameters	397
		19.1.2	External Factors	398
		19.1.3	Technical Factors	399
	19.2	Results		410
	19.3	Sensitivity Analysis		418
20	Adjacent Properties			419
	20.1	Cactus Project		419
21	Other Relevant Data and Information			420
22	Interpretation and Conclusions			421
	22.1	Geology		421
	22.2	Exploration, Drilling, and Analytical Data Collection in Support of Mineral Resource Estimation		422
	22.3	Mineral Resource Estimate		422
	22.4	Mining Methods		424
	22.5	Metallurgy and Processing		425
	22.6	Project Infrastructure		425
	22.7	Environmental, Closure, and Permitting		426
	22.8	Project Economics		427
23	Recommendations			428
	23.1	Resources and Reserves		428
	23.2	Mining Methods		428
		23.2.1	Geotechnical Recommendations	428
		23.2.2	Hydrogeology	429
		23.2.3	Ventilation	429
	23.3	Mineral Processing		429
	23.4	Infrastructure		430
		23.4.1	Power	430
		23.4.2	Water	430
		23.4.3	Tailings Storage	431
	23.5	Environmental and Permitting		431
	23.6	Recommended Work Program Costs		431
24	References			433
25	Reliance on Information Provided by the Registrant			437
September 2023
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Listof Tables

Table 1-1: December 2022 MRE Drillhole Summary	32
Table 1-2: In situ Santa Cruz Project Mineral Resource Estimates at 0.70% Cu cut-off for Santa Cruz, 0.80% Cu cut-off for Texaco, and 0.90% Cu Cut-off for East Ridge	34
Table 1-3: Mine Plan Summary	37
Table 1-4: Concentrate Terms	41
Table 1-5: Estimated Mining Initial Capital Cost	42
Table 1-6: Estimated Mining Sustaining Capital Cost	42
Table 1-7: Estimated Initial Plant Capital Cost Summary	42
Table 1-8: Estimated TSF Initial Capital Cost	43
Table 1-9: Estimated TSF Sustaining Capital Cost	43
Table 1-10: Mining Operating Costs	43
Table 1-11: Process Plant OPEX Summary by Category	44
Table 1-12: G&A Operating Cost Summary	44
Table 1-13: Indicative Economic Results	45
Table 2-1: Site Visit	52
Table 3-1: Permit Requirements for Exploration Work Required on Private Land	62
Table 4-1: Description of Physiography of the Casa Grande Area, Santa Cruz Property	67
Table 5-1: Sacaton Historical Mine Production (Fiscal Years Ended December 31)	70
Table 5-2: History of Exploration Activities Across the Santa Cruz and Texaco Deposits	71
Table 7-1: Ground Gravity Topographic Survey Coordinate System Parameters	89
Table 7-2: Ground Gravity Base Information	89
Table 7-3: Santa Cruz Typhoon™ 3D PPD IP Survey Specifications	95
Table 7-4: Summary of Historical Exploration on the Santa Cruz Project and Surrounding Area	97
Table 7-5: Summary of Available Data by Region	101
Table 7-6: Drilling History Within the Santa Cruz Deposit and East Ridge Deposit Area	102
Table 7-7: Drilling History within the Texaco Deposit	102
Table 7-8: IE 2021 Twin Hole Drilling on the Santa Cruz Deposit	103
Table 7-9: Santa Cruz Project SG Measurements	105
Table 7-10: 2021-2022 Drilling Summary	107
Table 7-11: 2023 Drilling Summary	111
Table 8-1: IE Submitted Standards Measured at Skyline Laboratories	121
Table 8-2: Skyline Internal QA/QC CRM Samples and Results	121
Table 8-3: IE Inserted CRMs for Texaco Drilling 2022	128
Table 8-4: IE inserted CRMs for East Ridge Drilling 2022, measured at Skyline Laboratories	128
Table 8-5: IE inserted CRMs for East Ridge Drilling 2022, measured at SGS Laboratories	128
Table 8-6: CRMs Inserted by IE into Sample Batches Sent to Skyline Laboratories	137
Table 8-7: CRMs Inserted by IE into Sample Batches Sent to American Assay Laboratories	137
Table 8-8: Skyline Laboratory Submitted CRMs	137
Table 8-9: American Assay Laboratory Submitted CRMs	137
September 2023
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SEC Technical Report Summary – Santa Cruz	Page xiv
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Table 9-1: Check Coordinates for Drilling Within the Santa Cruz, East Ridge, and Texaco Deposits November 9, 2022	149
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Table 9-2: Original Assay Values Versus Nordmin Check Sample Assay Values from the March 2022 Site Visit	156
Table 9-3: Original Assay Values versus Nordmin Check Sample Assay Values from the November 2022 Site Visit	157
Table 9-4: Downhole Lithology Logging Comparison of CG-027 versus SCC-001	165
Table 10-1: Upper Ore Body Sample Composite 76-122 for Leach – Float Testing	170
Table 10-2: Analyses of High-grade Supergene Composite No.79-88 (A&B)	170
Table 10-3: Mineralogy of High-grade Supergene Composite No.79-88	170
Table 10-4: Drillholes, Intervals and Sample Weights of High-grade Supergene Composite No. @79-88 (A&B)	171
Table 10-5: Analyses of Supergene Dilution Composite No.79-99	171
Table 10-6: Mineralogy of Supergene Dilution Composite No.79-99	172
Table 10-7: Drillholes, Intervals and Sample Weights of Supergene Dilution Composite No.79-99	172
Table 10-8: Analyses of Low-grade Supergene Composite No.79-128	172
Table 10-9: Mineralogy of Low-grade Supergene Composite No.79-128	173
Table 10-10: Drillholes, Intervals and Sample Weights of Low-grade Supergene Composite No.79-128	173
Table 10-11: Analyses of Mixed Chalcocite / Chalcopyrite Composite No.79-109	173
Table 10-12: Mineralogy of Mixed Chalcocite / Chalcopyrite Composite No.79-109	174
Table 10-13: Drillholes, Intervals and Sample Weights of Mixed Chalcocite / Chalcopyrite Composite No.79-109	174
Table 10-14: Analyses of Chalcopyrite Composite No.79-118	174
Table 10-15: Mineralogy of Chalcopyrite Composite No.79-118	175
Table 10-16: Drillholes, Intervals and Sample Weights of Chalcopyrite Composite No.79-118	175
Table 10-17: Analyses of Exotic Ore and Exotic Dilution Ore Composites Nos. 79-101 and 79-102	175
Table 10-18: Mineralogy of Exotic Ore and Exotic Dilution Ore Composites Nos. 79-101 and 79-102	175
Table 10-19:Drillholes, Intervals and Sample Weights of Exotic Ore Composite No. 79-101	176
Table 10-20: Drillholes, Intervals and Sample Weights of Exotic Dilution Ore Composite No. 79-102	176
Table 10-21: Evaluated Grinds	179
Table 10-22: Open Cycle Leach – Float Test Results Using 50 Grams per Tonne Z-200 Collector	180
Table 10-23: Results of Locked-Cycle Flotation Using 50 grams per tonne Z-200 Collector	181
Table 10-24: Drillholes, Intervals and Sample Lengths of the Mill Composite	183
Table 10-25: Heap Leach Sample No.1 (Lab sample No. 4815-002)	184
Table 10-26: Heap Leach Sample No.2 (Lab sample No. 4815-003)	184
Table 10-27: Confirmatory Bond Mill Work Index Test	185
Table 10-28: Results of Leach – Float Tests at Different Leach Residue Grinds	186
Table 10-29: Combined Metallurgical Results, Whole Ore Acid Leaching, Residue Cleaner Flotation, Composite 4815-001	187
Table 10-30: Base Metal Concentrate Results	188
September 2023
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SEC Technical Report Summary – Santa Cruz	Page xv
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Table 10-31: Chloride Analyses	188
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Table 10-32: High-Rate Thickener Sizing Test Results	189
Table 10-33: Sequential Copper Analyses, Santa Cruz Samples	193
Table 10-34: ICP Metals Analysis Results for Santa Cruz Samples	194
Table 11-1: Drillhole Summary	197
Table 11-2: Mineral Resource Estimate Number of Assays by Assay Type	197
Table 11-3: Santa Cruz, Texaco, and East Ridge Geological Domains	198
Table 11-4: Regression Analysis for Acid Soluble Cu	203
Table 11-5: Regression Analysis for Cyanide Soluble Cu	204
Table 11-6: Santa Cruz, East Ridge, and Texaco Deposit Domain Wireframes	205
Table 11-7: Santa Cruz Deposit Domain, Assays by Cu Grade Sub-Domain	206
Table 11-8: Assays at Minimum Detection	213
Table 11-9: Santa Cruz, Texaco, and East Ridge Capping Values	214
Table 11-10: Santa Cruz Deposit Composite Analysis	215
Table 11-11: SG Values Measured for the Santa Cruz Deposit by Geologic Domain	215
Table 11-12: Santa Cruz Deposit Variography Parameters	217
Table 11-13: Santa Cruz, Texaco, and East Ridge Block Model Definition Parameters	220
Table 11-14: Santa Cruz Block Model Search Parameters	222
Table 11-15: Texaco Block Model Search Parameters	223
Table 11-16: East Ridge Block Model Search Parameters	224
Table 11-17: Input Parameter Assumptions	241
Table 11-18: In Situ Santa Cruz Project Mineral Resource Estimates at 0.70% Cu cut-off for Santa Cruz, 0.80% Cu cut-off for Texaco, and 0.90% Cu Cut-off for East Ridge	243
Table 11-19: In Situ Santa Cruz Deposit Mineral Resource Estimate, 0.70% Total Cu CoG	244
Table 11-20: In Situ Texaco Deposit Mineral Resource Estimate, 0.80% Total Cu CoG	245
Table 11-21: In Situ East Ridge Deposit Mineral Resource Estimate, 0.90% Total Cu CoG	246
Table 11-22: Mineral Resource Sensitivity for Santa Cruz Total Cu	248
Table 11-23: Mineral Resource Sensitivity for Texaco Total Cu	249
Table 11-24: Mineral Resource Sensitivity for East Ridge Total Cu - There are no Indicated Resources at East Ridge	250
Table 11-25: Santa Cruz Interpolation Comparison	252
Table 11-26: Texaco Interpolation Comparison	252
Table 11-27: East Ridge Deposit Interpolation Comparison	253
Table 13-1: Cut-Off Grade Assumptions	258
Table 13-2: Drillholes Utilized for 2023 IA	260
Table 13-3: ATV Drillholes by Structural Domain	261
Table 13-4: Summary of Geomechanical Laboratory Testing, 2023 IA	262
Table 13-5: Summary of LHS Geotechnical Design Recommendations	263
September 2023
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SEC Technical Report Summary – Santa Cruz	Page xvi
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Table 13-6: Summary of LHS Dimensions and ELOS by North and South Area, Mineral Domain	264
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Table 13-7: Summary of DAF Geotechnical Design Recommendations	265
Table 13-8: Summary of Q’ Rock Quality by Mining Level	266
Table 13-9: Santa Cruz Rock Quality Summary	268
Table 13-10: Santa Cruz Rock Mass Strength by Mineral Domain Summary	270
Table 13-11: Stability Graph Results, North Domain	273
Table 13-12: Stability Graph Results, South Domain	274
Table 13-13: Stope and Production Headings Ground Support	277
Table 13-14: ELOS Design Zones	278
Table 13-15: Sill Pillar Rock Qualities and Carter Classification	284
Table 13-16: Primary Ground Support for Permanent Development	288
Table 13-17: MSO Parameters	301
Table 13-18: Santa Cruz Deposit MSO Summary	301
Table 13-19: Santa Cruz Exotic Deposit MSO Summary	302
Table 13-20: East Ridge Deposit MSO Summary	302
Table 13-21: Dilution Assumptions	304
Table 13-22: Total Dilution	305
Table 13-23: Development Allowance Assumptions	305
Table 13-24: Mine Plan Summary	310
Table 13-25: Productivity Rates	311
Table 13-26: Schedule Parameters for Underground Mining	312
Table 13-27: Material Characteristics	312
Table 13-28: Summarized Production Schedule	313
Table 13-29: Detailed Production Schedule (with inferred)	314
Table 13-30: Detailed Development Schedule (with inferred)	315
Table 13-31: Design Criteria	320
Table 13-32: General Airflow Calculations	325
Table 13-33: Main Fan LoM Operating Points	325
Table 13-34: Overall LoM Equipment Heat Loads	327
Table 13-35: Management and Technical Staff Labor Estimate	330
Table 13-36: Operating and Maintenance Labor Estimate	331
Table 13-37: Santa Cruz Estimated Mobile Equipment	332
Table 14-1: Planned Operating Schedule and Target Throughputs	333
Table 15-1: Starter Dam and Ultimate Embankment Summary	353
Table 15-2: TSF Target and Calculated FoS	355
Table 15-3: Summary of Power Consumption over the LoM for Surface and Underground Facilities	360
Table 16-1: Average Annual and Spot Pricing	364
Table 16-2: Concentrate Terms	364
September 2023
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SEC Technical Report Summary – Santa Cruz	Page xvii
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Table 16-3: Major Contracts	365
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Table 17-1: Expected Carbon Intensity of Other Mining Projects	371
Table 17-2: Permitting Table	374
Table 18-1: Estimated Mining Initial Capital Cost	382
Table 18-2: Estimated Mining Sustaining Capital Cost	383
Table 18-3: Mining Capital Spend Schedule	384
Table 18-4: Estimated Initial Plant Capital Cost Summary	385
Table 18-5: Process Plant Capital Cost Expenditure Schedule (US$ Million)	386
Table 18-6: Estimated TSF Initial Capital Cost	387
Table 18-7: Estimated TSF Sustaining Capital Cost	387
Table 18-8: TSF Capital Cost Expenditure Schedule	388
Table 18-9: Mining Operating Costs	390
Table 18-10: Mine Operating Expenditure Schedule	391
Table 18-11: Process Plant OPEX Summary by Category	394
Table 18-12: Process Operating Expenditure Schedule	394
Table 18-13: Life-of Mine General and Administration Cost Detail	395
Table 18-14: G&A Expenditure Schedule	396
Table 19-1: Basic Model Parameters	397
Table 19-2: Mine Development Cost Accelerated Depreciation Schedule	398
Table 19-3: Santa Cruz Mining Summary	401
Table 19-4: Santa Cruz Processing Summary	403
Table 19-5: Santa Cruz Mining Cost Summary	405
Table 19-6: Santa Cruz Processing Cost Summary	406
Table 19-7: G&A Fixed Costs	406
Table 19-8: Santa Cruz G&A Cost Summary	406
Table 19-9: Transport Costs and TC/RCs	406
Table 19-10: Modeled Initial Capital	408
Table 19-11: Modeled Sustaining Capital	408
Table 19-12: Indicative Economic Results	410
Table 19-13: Economic Results - Tabular Data (without Inferred material)	412
Table 19-14: Economic Results - Tabular Data (including Inferred material)	415
Table 22-1: In Situ Mineral Resource Estimate for Santa Cruz, Texaco, and East Ridge Deposits	423
Table 23-1: Summary of Costs for Recommended Work	432
Table 25-1: Reliance on Information Provided by the Registrant	437
September 2023
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SEC Technical Report Summary – Santa Cruz	Page xviii
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Listof Figures

Figure 1-1: Mine Design, Santa Cruz, Santa Cruz Exotic, and East Ridge	36
Figure 1-2: Process Flow Sheet	38
Figure 1-3: Annual Cash Flow Summary (Tabular data in Table 19-13– Without Inferred material)	46
Figure 1-4: Annual Cash Flow Summary (Tabular data in Table 19-14 – Including Inferred Material)	47
Figure 3-1: Santa Cruz Project Location Map	57
Figure 3-2: Santa Cruz Surface Title	58
Figure 3-3: Santa Cruz Mineral Title	60
Figure 4-1: Location Map	65
Figure 4-2: Average Temperatures and Precipitation	66
Figure 5-1: Historical Drill Collars, Deposit, and Exploration Area Names (white) as well as Current Project Names for IE and Neighboring Project (in yellow)	69
Figure 6-1: Regional Geology of the Southwestern Porphyry Belt and the Cu Porphyry Deposits in the Area around the Santa Cruz Project	76
Figure 6-2: Generalized Cross-section of the Santa Cruz - Sacaton System	78
Figure 6-3: Simplified Stratigraphic Section of Santa Cruz Project Alteration	80
Figure 6-4: Simplified Alteration and Mineralization Zonation Model of a Porphyry Cu Deposit	86
Figure 6-5: Schematic Representation of an Exotic Cu Deposit and its Relative Position to an Exposed Porphyry Cu System	87
Figure 6-6: Typical Cu Porphyry Cross-section Displaying Hypogene and Supergene Mineralization Processes and Associated Minerals	88
Figure 7-1: Gravity Survey Stations (top) and Complete Gravity Survey Results (bottom)	91
Figure 7-2: Ground Magnetics Survey Lines (top) and Ground TMI RTP Ground Magnetics Results (bottom)	93
Figure 7-3: Layout of the Santa Cruz 3D IP Survey	94
Figure 7-4: Refraction Seismic Tomography Survey Results	96
Figure 7-5: ASARCO Map Illustrating Interpreted Ground and Aeromagnetic Data Detailed in Historic Report: “Recommended Drilling Santa Cruz Project,” M.A.970 Pinal County, Arizona, August 21, 1964, by W.E. Saegart	99
Figure 7-6: Plan Map of Historical Drillhole Collars	100
Figure 7-7: Plan Map of the Twinned Drillholes and Historical Drillhole Collars	104
Figure 7-8: Plan Map of Historical and 2021 and 2022 IE Drillhole Collars	109
Figure 7-9: Plan Map of Historical and 2021 and 2022 IE Drillhole Collars	114
Figure 8-1: NTT Diamond Bladed Automatic Core Saw used for Cutting Diamond Drill Core for Sampling	117
Figure 8-2: Tee Street Core Storage Facility	118
Figure 8-3: (Left) samples placed in burlap and inner plastic bags labeled with sample numbers; (Right) sample batches placed in large plastic bags and bins for shipping to lab	118
Figure 8-4: Santa Cruz Deposit, OREAS 501d Standard Total Cu (g/t), Assayed at Skyline Laboratories	122
Figure 8-5: Santa Cruz Deposit, OREAS 906 Standard Total Cu (g/t), Assayed at Skyline Laboratories	122
Figure 8-6: Santa Cruz Deposit, OREAS 907 Standard Total Cu (g/t), Assayed at Skyline Laboratories	123
Figure 8-7: Santa Cruz Deposit, OREAS 908 Standard Total Cu (g/t), Assayed at Skyline Laboratories	123
Figure 8-8: Santa Cruz Deposit, OREAS 901 Standard Total Cu (g/t), Assayed at Skyline Laboratories	124
Figure 8-9: Blank Results from Skyline Laboratory Analyses from the 2021 and 2022 Drill Program	125
Figure 8-10: SGS Blank Results from the 2022 Drill Program	126
Figure 8-11: Field Duplicate Results, in Cu (%), Measured at Skyline Laboratories for the Santa Cruz Deposit	127
Figure 8-12: Texaco Deposit, OREAS 151a Standard Total Cu (g/t), Assayed at Skyline Laboratories	128
Figure 8-13: Texaco Deposit, OREAS 504c Standard Total Cu (%), Assayed at Skyline Laboratories	129
Figure 8-14: Texaco Deposit, OREAS 501d Standard Total Cu (%), Assayed at Skyline Laboratories	129
Figure 8-15 East Ridge Deposit, OREAS 901 Standard Total Cu (%), Assayed at Skyline Laboratories	130
Figure 8-16: East Ridge Deposit, OREAS 906 Standard Total Cu (%), Assayed at SGS Laboratories	130
September 2023
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SEC Technical Report Summary – Santa Cruz	Page xix
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Figure 8-17: Texaco Blanks for Total Cu	131
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Figure 8-18: East Ridge Blanks, Total Cu	132
Figure 8-19: East Ridge SGS Laboratories Blanks, Total Cu (%)	133
Figure 8-20: Original Versus Field Duplicate Sample Results for the Texaco Deposit as total Cu (%) from Samples Submitted to Skyline Laboratories	134
Figure 8-21: Original Versus Field Duplicate Sample Results for the East Ridge Deposit as Total Cu (%) from Samples Submitted to Skyline Laboratories	135
Figure 8-22: Original Versus Field Duplicate Sample Results for East Ridge Deposit as Total Cu (%) from Samples Submitted to SGS Laboratories	136
Figure 8-23: Santa Cruz Deposit, OREAS 908 Standard Total Cu (g/t), Assayed at Skyline Laboratories	138
Figure 8-24: Santa Cruz Deposit, OREAS 908 Standard Cyanide Soluble Cu (g/t), Assayed at Skyline Laboratories	138
Figure 8-25: Santa Cruz Deposit, OREAS 908 Standard Cyanide Soluble Cu (g/t), Assayed at Skyline Laboratories	139
Figure 8-26: Santa Cruz Deposit, OREAS 908 Standard Total Cu (g/t), Assayed at American Assay Laboratories	139
Figure 8-27: Santa Cruz Deposit, OREAS 908 Standard Acid Soluble Cu (g/t), Assayed at American Assay Laboratories	140
Figure 8-28: Santa Cruz Deposit, OREAS 908 Standard Cyanide Soluble Cu (g/t), Assayed at American Assay Laboratories	140
Figure 8-29: Blanks Submitted by IE to Skyline Laboratories for QA/QC Process	141
Figure 8-30: Blanks Submitted by IE to American Assay Laboratories for QA/QC Process	142
Figure 8-31: Original Versus Field Duplicate Sample Results as Total Cu (%) from Samples Submitted to Skyline Laboratories	143
Figure 8-32: Original Versus Field Duplicate Sample Results as Total Cu (%) from Samples Submitted to American Assay Laboratories	144
Figure 8-33: Duplicates Completed by Skyline Laboratories for QA/QC Process	145
Figure 8-34: Duplicates Completed by American Assay Laboratories for QA/QC Process	145
Figure 9-1: Map of Check Drillhole Collar Locations from November 2022 Site Visit	150
Figure 9-2: Collars for Historic Diamond Drillholes CG-091 and CG-030	151
Figure 9-3: IE Core Logging Facility Located in Casa Grande, Arizona	152
Figure 9-4: IE’s Core Storage Facilities - Core is Predominantly Stored Outside, Winterized and on Pallets. Further Core Storage is Available in Buildings 1 and 2	153
Figure 9-5: Core Photography Station at IE Core Logging Facility	154
Figure 9-6 Specific Gravity Measuring Station within Core Logging Facility	155
Figure 9-7: Nordmin Independent Sampling Total Cu (%) Assays from Skyline Laboratories, Santa Cruz Deposit	158
Figure 9-8: Nordmin Independent Sampling Acid Soluble Cu (%) Assays from Skyline Laboratories, Santa Cruz Deposit	159
Figure 9-9: Nordmin Independent Sampling of Cyanide Soluble (%) Assays from Skyline Laboratories, Santa Cruz Deposit	160
Figure 9-10: Nordmin Independent Sampling of Total Copper (%) Assays from Skyline Laboratories, Texaco Deposit	160
September 2023
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SEC Technical Report Summary – Santa Cruz	Page xx
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Figure 9-11: Nordmin Independent Sampling of Acid Soluble Copper (%) Assays from Skyline Laboratories, Texaco Deposit	161
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Figure 9-12: Nordmin Independent Sampling of Cyanide Soluble Copper (%) Assays from Skyline Laboratories, Texaco Deposit	162
Figure 10-1: Simplified Process Flow Sheet	168
Figure 10-2: Surface Map of the Drillholes Used in the Ore Type Composites	177
Figure 10-3: Mineral Process Testing Sample Drillhole Intercepts in the Minable Material	184
Figure 10-4: Leach – Float Testing Results at Different Leach Residue Grinds	186
Figure 10-5: Copper Recovery vs Organic Extractant Concentration for PLS Extraction of Copper from Santa Cruz PLS	190
Figure 10-6: Summarized Sample Composition	192
Figure 10-7: Copper Deportment (%) of Each Sample	193
Figure 11-1: Plan View of Santa Cruz Project Diamond Drilling by Deposit	196
Figure 11-2: Santa Cruz, Texaco, and East Ridge Geological Domains	198
Figure 11-3: Santa Cruz Deposit Domain Idealized Cross-section	199
Figure 11-4: Texaco Deposit Domain Idealized Cross-section	199
Figure 11-5: East Ridge Deposit Domain Idealized Cross-section with Structural Control, Comprised Solely of Oxide Mineralization	200
Figure 11-6: Revised Santa Cruz High-Grade Domains for Exotic, Oxide, and Primary Mineralization	201
Figure 11-7: Santa Cruz Cross-section Showing Acid Soluble Copper Assay to Total Copper Assay Ratio	202
Figure 11-8: Histogram and Log Probability Plots for Santa Cruz Exotic Cu LG Sub-Domain	207
Figure 11-9: Histogram and Log Probability Plots for Santa Cruz Oxide Cu LG Sub-Domain	208
Figure 11-10: Histogram and Log Probability Plots for Santa Cruz Chalcocite Enriched Cu LG Sub-Domain	209
Figure 11-11: Histogram and Log Probability Plots for Santa Cruz Primary Cu LG Sub-Domain	210
Figure 11-12: Histogram and Log Probability Plots for Texaco Primary Cu LG Sub-Domain	211
Figure 11-13: Histogram and Log Probability Plots for East Ridge Oxide Cu LG Sub-Domain	212
Figure 11-14: Exotic Domain Total Cu Variogram	218
Figure 11-15: Oxide Domain Total Cu Variogram	218
Figure 11-16: Oxide Domain Acid Soluble Cu Variogram	219
Figure 11-17: Chalcocite Enriched Domain Acid Soluble Cu Variogram	219
Figure 11-18: Primary Domain Total Cu Variogram	220
Figure 11-19: Santa Cruz Block Model Validation, Total Cu, Cross-section	226
Figure 11-20: Santa Cruz Block Model Validation, Acid Soluble Cu, Cross-section, +/-50 m Width	226
Figure 11-21: Santa Cruz Block Model Validation, Cyanide Soluble Cu, Cross-section +/-50 m Width	227
Figure 11-22: Santa Cruz Block Model Validation, Total Cu, Cross-section +-/50 m Width	227
Figure 11-23: Santa Cruz Block Model Validation, Acid Soluble Cu, Cross-section +/-50 m Width	228
Figure 11-24: Santa Cruz Block Model Validation, Cyanide Soluble Cu, Cross-section +/-50 m Width	228
Figure 11-25: Texaco Block Model Validation, Total Cu, Cross-section +/-50 m Width	229
September 2023
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SEC Technical Report Summary – Santa Cruz	Page xxi
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Figure 11-26: Texaco Block Model Validation, Acid Soluble Cu, Cross-section +/-50 m Width	229
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Figure 11-27: Texaco Block Model Validation, Cyanide Soluble Cu, Cross-section +/-50 m Width	230
Figure 11-28: East Ridge Block Model Validation, Total Cu, Cross-section +/-50 m Width	230
Figure 11-29: East Ridge Block Model Validation, Acid Soluble Cu, Cross-section +/-50 m Width	231
Figure 11-30: East Ridge Block Model Validation, Cyanide Soluble Cu, Cross-section +/- 50 m Width	231
Figure 11-31: Santa Cruz Oxide Domain Swath Plots, Total Cu % in X, Y, and Z Directions	233
Figure 11-32: Santa Cruz Oxide and Chalcocite Domain Swath Plots, Acid Soluble and Cyanide Soluble Cu %	234
Figure 11-33: Texaco Primary Domain Swath Plot, Total Cu %	235
Figure 11-34: East Ridge Oxide Domain Total Cu, Acid Soluble, and Cyanide Soluble Swath Plots	236
Figure 11-35: Plan section Demonstrating Resource Classification,-250 m, -350 m, and -450 m Depth, with North Upward	238
Figure 11-36: Texaco (left) and East Ridge (right) Plan Sections Demonstrating Resources Classification, With North Upward	239
Figure 11-37: Plan View of the Mineral Resource Envelopes	242
Figure 13-1: Location of the Different Zones	257
Figure 13-2: Plan View of Santa Cruz and East Ridge Mining Targets	259
Figure 13-3: Section View (Looking East) of Santa Cruz and East Ridge Mining Targets	260
Figure 13-4: Plan View of Geotechnical Drillhole Collars	261
Figure 13-5: Plan View of Drillhole Collars with ATV Survey	262
Figure 13-6: Cumulative Distribution Plot of All Q’ Data within the Santa Cruz MSO Shapes	267
Figure 13-7: Intact Rock Strength Summary	269
Figure 13-8: North and South Structural Domain Stereonets	270
Figure 13-9: North and South Structural Domains	271
Figure 13-10: North Domain Stability Graph Results (10 m Wide, 30 m High)	275
Figure 13-11: South Domain Stability Graph Results (10 m Wide, 30 m High)	276
Figure 13-12: Cable Bolt Support	277
Figure 13-13: North Domain ELOS Estimates (10 m Wide, 30 m High)	278
Figure 13-14: South Domain ELOS Estimates (10 m Wide, 30 m High)	279
Figure 13-15: PBF Strength Estimates	280
Figure 13-16: Cement in Solids Estimate	281
Figure 13-17: Staggered 1-3-5 Sequence Plan View	282
Figure 13-18: 1-3-5 Sublevel Vertical Sequence Section View	282
Figure 13-19: Haulage Setback Minimum Distances	283
Figure 13-20: Proposed Sill Pillar	284
Figure 13-21: Carter’s Scaled Span Sill Pillar Estimate	284
Figure 13-22: Carter’s Scaled Span Exposure Guidelines	285
Figure 13-23: Critical Span Curve	286
Figure 13-24: Ground Support Chart for DAF Span and Maximum Height	287
September 2023
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SEC Technical Report Summary – Santa Cruz	Page xxii
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Figure 13-25: PST DAF Mining Sequence	288
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Figure 13-26: Ground Support Category Estimates Using the Ground Support Chart	289
Figure 13-27: Kinematic Wedge Analysis Results	289
Figure 13-28: Structural Analysis with Dominant Joint Set Orientations	290
Figure 13-29: Isometric View of Most Recent Mine Design with Ground Support Estimates	291
Figure 13-30: Boreholes and Well Locations of Collected Hydrogeology Data used in Groundwater Model	293
Figure 13-31: Mine Residual Passive Inflow (RPI) by Area and Total Mine Plan Combined with Active Dewatering During Years 1 and 2	296
Figure 13-32: Model Estimates of Residual Passive Inflows Mine Workings	297
Figure 13-33: Surface Dewatering Well Locations	298
Figure 13-34: Dewatering System P&ID	300
Figure 13-35: Santa Cruz Oxide and Chalcocite Undiluted MSO Results (Looking to the Northwest)	302
Figure 13-36: Santa Cruz Exotic Undiluted MSO Results (Looking to the Southwest)	303
Figure 13-37: East Ridge Undiluted MSO Results (Looking to the West)	303
Figure 13-38: Typical Stope Cross-Section	306
Figure 13-39: Typical Mining Sequence	307
Figure 13-40: Attack Ramp Access to Stopes	308
Figure 13-41: Typical Stope Cycle	308
Figure 13-42: Railveyor Decline Cross-Section	309
Figure 13-43: Mine Design, Santa Cruz, Santa Cruz Exotic, and East Ridge	310
Figure 13-44: Mine Production Schedule Colored by Year (with Inferred)	316
Figure 13-45: Ore Pass Locations in Red	318
Figure 13-46: Long Section of Paste Distribution System and Maximum Allowable Friction Loss for Gravity Flow (looking East)	320
Figure 13-47: Santa Cruz Paste Process Flow Sheet	322
Figure 13-48: General Ventilation Infrastructure and Layout	324
Figure 13-49: Refrigeration Summary Breakdown	328
Figure 13-50: Seasonal Refrigeration Operation	328
Figure 13-51: Refrigeration Requirements Over the LoM	329
Figure 14-1: Conceptual Flowsheet for the Santa Cruz Process Plant	337
Figure 14-2: Conceptual Santa Cruz Plant Layout	338
Figure 14-3: Santa Cruz Plant Primary Reagents and Consumables	341
Figure 15-1: Project Location and Road Network	342
Figure 15-2: Santa Cruz Site Plan	344
Figure 15-3: Santa Cruz General Arrangement Detail	346
Figure 15-4: UPSP Rail Network Across Western US	347
Figure 15-5: BNSF Rail Network Across Western US	348
Figure 15-6: Ports and Copper Smelters in the Western US and Mexico	349
September 2023
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SEC Technical Report Summary – Santa Cruz	Page xxiii
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Figure 15-7:Site Location, General TSF Layout, and Flood Risk	351
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Figure 15-8: TSF Embankment Schematic Cross Section During Operations	354
Figure 15-9: TSF Embankment Schematic Cross Section – Closure	356
Figure 15-10: Transmission lines near the Santa Cruz Project	357
Figure 15-11: Transmission lines near the Santa Cruz Project	361
Figure 17-1: Scope 1 and 2 CO2e Emissions and Avoided Emissions	370
Figure 17-2: Annual CO2e Emissions and Intensities	372
Figure 18-1: Mining Unit Cost Profile	392
Figure 18-2: Longhole Stoping Mining Cost Benchmarking	393
Figure 19-1: Santa Cruz Mining Profile (Tabular Data in Table 19-13 - Without Inferred Material)	400
Figure 19-2: Santa Cruz Mining Profile (Tabular Data in Table 19-14 – Including Inferred Material)	400
Figure 19-3: Santa Crus Processing Profile (Tabular Data in Table 19-13 - Without Inferred Material)	402
Figure 19-4: Santa Cruz Processing Profile (Tabular Data in Table 19-14 – Including Inferred Material)	402
Figure 19-5: LoM Operating Cost Summary (Tabular Data in Table 19-13)	404
Figure 19-6: LoM Operating Cost Contributions	405
Figure 19-7: Santa Cruz Capital Profile (Tabular Data in Table 19-13)	409
Figure 19-8:Annual Cash Flow Summary without Inferred Material (Tabular Data in Table 19-13 – Without Inferred Material)	411
Figure 19-9: Annual Cash Flow Summary with Inferred Material (Tabular Data in Table 19-14 – Including Inferred Material)	411
Figure 19-10: NPV Sensitivity Analysis	418
September 2023
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Listof Abbreviations

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

Abbreviation	Unit or Term
%	percent
<	less than
>	greater than
°	degree (degrees)
°C	degrees Celsius
°F	degrees Fahrenheit
µm	micron or microns
2D	Two-dimensional
A	ampere
A/m^2^	amperes per square meter
AA	atomic absorption
AAS	atomic absorption spectrometry
ADEQ	Arizona Department of Environmental Quality
ADOT	Arizona Department of Transportation
ADWR	Arizona Department of Water Resources
ADWS	Arizona Drinking Water Standards
Ag	silver
AMD	acidic and/or metalliferous drainage
ANFO	ammonium nitrate fuel oil
APP	Aquifer Protection Permit
AR4	Fourth Assessment Report
ASMI	Arizona State Mine Inspector
ATV	acoustic televiewer
Au	gold
AuEq	gold equivalent grade
BADCT	Best Available Demonstrated Control Technology
BEGPA	Bald and Golden Eagle Protection Act
BEV	Battery Electric Vehicle
CAP	Covered Area Project
CAR	Central Arizona Resources
CBA	Complete Bouguer Anomaly
CCD	Counter Current Decantation
CF	cut-and-fill
cfm	cubic feet per minute
CIL	carbon-in-leach
cm	centimeter
cm/s	centimeter per second
cm^2^	square centimeter
cm^3^	cubic centimeter
cm/y	centimeters per year
CNI	Call & Nicholas, Inc.
CO^2^e	carbon dioxide equivalents
CoG	cut-off grade
ConfC	confidence code
CRec	core recovery
CRF	cemented rock fill
CSAMT	Controlled Source Audio-frequency Magnetotelluric
CSS	closed-side setting
CTW	calculated true width
CWA	Clean Water Act
DAF	drift and fill
dia.	diameter
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Abbreviation	Unit or Term
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DRHE	DR Horton Energy
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EIS	Environmental Impact Statement
ELOS	equivalent length of slough
EMP	Environmental Management Plan
EPA	Environmental Protection Agency
ESR	excavation support ratio
FA	fire assay
FEMA	Federal Emergency Management Agency
FoS	Factor of Safety
FRS	fiber-reinforced shotcrete
FS	Fast-Static
ft	foot (feet)
ft^2^	square foot (feet)
ft^3^	cubic foot (feet)
g	gram
G&A	general and administrative
g/L	grams per liter
g/t	grams per tonne
gal	gallon
GHGs	greenhouse gases
GIS	Geographic Information System
g-mol	gram-mole
gpm	gallons per minute
GSI	geological strength index
GWPs	global warming potentials
ha	hectares
HDPE	Height Density Polyethylene
HG	high-grade
hp	horsepower
HTW	horizontal true width
IA	Initial Assessment
IAS	International Accreditation Service
ICP	inductively coupled plasma
ICP-OES	inductively coupled plasma optical emission spectrometry
ID2	inverse-distance squared
ID3	inverse-distance cubed
IE	Ivanhoe Electric Inc.
IFC	International Finance Corporation
ILS	Intermediate Leach Solution
IPCC	Intergovernmental Panel on Climate Change's
kA	kiloampere
kg	kilogram
km	kilometer
km^2^	square kilometer
koz	thousand troy ounce
kPa	kilopascal
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
L/h	liters per hour
L/sec	liters per second
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Abbreviation	Unit or Term
---	---
L/sec/m	liters per second per meter
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lb	pound
LG	low-grade
LHD	long-haul dump truck
LHS	longhole stoping
line-km	line kilometer
LLDDP	Linear Low Density Polyethylene Plastic
LME	London Metal Exchange
LOI	Loss On Ignition
LoM	life-of-mine
m	meter
m.y.	million years
m/d	meters per day
m/s	meters per second
m^2^	square meter
m^3^	cubic meter
m^3^/s	cubic meters per second
MARN	Ministry of the Environment and Natural Resources
masl	meters above sea level
MBTA	Migratory Bird Treaty Act
MDA	Mine Development Associates
MG	medium grade
mg/L	milligrams/liter
ML	Metal Leaching
Mlb	million pounds
MLRP	Mined Land Reclamation Plan
mm	millimeter
mm^2^	square millimeter
mm^3^	cubic millimeter
MME	Mine & Mill Engineering
Mm^3^	million cubic meters
Mm^3^/y	million cubic meters per year
Moz	million troy ounces
MPa	megapascal
MSO	mining unit shape optimizer
Mt	million tonnes
MTW	measured true width
MW	million watts
MWh/y	megawatt hours per year
MW(R)	megawatts of refrigeration
NEPA	National Environmental Policy Act
NGO	non-governmental organization
NI 43-101	Canadian National Instrument 43-101
NN	Nearest Neighbor
NRHP	National Register of Historic Places
OHWM	ordinary high-water mark
OK	ordinary kriging
OSC	Ontario Securities Commission
oz	troy ounce
PAD	Planned Area of Development
PBF	paste backfill
PCAQCD	Pinal County Air Quality Control District
pCi/L	picocuries per liter
PFS	prefeasibility study
PLC	Programmable Logic Controller
PLS	Pregnant Leach Solution
PMF	probable maximum flood
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Abbreviation	Unit or Term
---	---
ppb	parts per billion
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ppm	parts per million
PST	primary-seconday-tertiary
QA/QC	Quality Assurance/Quality Control
RC	reverse circulation
RCRA	Resource Conservation Recovery Act
REC	recognized environmental condition
RMR76	Bieniawski’s rock mass rating
ROFO	Right of First Offer
ROFR	Right of First Refusal
RoM	Run-of-Mine
RQD	Rock Quality Designation
RTK	Real-Time Kinematic
S.C.	Santa Cruz
SCR	Selective Catalytic Reduction
SCJV	Joint venture between ASARCO Santa Cruz Inc. and Freeport McMoRan Copper & Gold Company
SEC	U.S. Securities & Exchange Commission
sec	second
SEQ	sequential acid leaching
SG	specific gravity
SLS	solid-liquid separation
SPT	standard penetration testing
SRHA	Stockraising Homestead Act
st	short ton (2,000 pounds)
SUA	Surface Use Agreement
t	tonne (metric ton) (2,204.6 pounds)
t/d	tonnes per day
t/h	tonnes per hour
t/y	tonnes per year
TIMA	Tescan Integrated Mineral Analyser
TSF	tailings storage facility
TSP	total suspended particulates
UCS	unconfined compressive strength
UIC	Underground Injection Control
USACE	U.S. Army Corps of Engineers
USCS	Unified Soil Classification System
USFWS	U.S. Fish and Wildlife Service
V	volts
VFD	variable frequency drive
VOC	Volatile Organic Compounds
VWP	vibrating wire piezometer
W	watt
WestLand	WestLand Engineering & Environmental Services
WOTUS	Waters of the United States
XRD	x-ray diffraction
XRF	x-ray fluorescence
y	year
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1	Executive Summary
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This report was prepared as an initial assessment level Technical Report Summary in accordance with the Securities and Exchange Commission (SEC) S-K regulations (Title 17, Part 229, Items 601 and 1300 through 1305) for Ivanhoe Electric (IE or the Company) by SRK Consulting (U.S.), Inc. (SRK) and other Qualified Persons as identified in section 2.8 on the Santa Cruz Project.

Sections of this report pertaining to geology and mineral resources were authored by Nordmin Engineering Ltd. (Nordmin). Sections of this report pertaining processing and infrastructure were authored by M3 Engineering and Technology Corp. (M3). Sections of this report pertaining to tailings storage were authored by KCB Consultants Ltd. (KCB). Sections of this report pertaining to geotechnical studies were authored by Call & Nicholas, Inc. (CNI) Sections of this report pertaining to hydrogeology were authored by INTERA Incorporated (INTERA). Sections of this report pertaining to environmental studies were authored by Tetra Tech, Inc. (Tetra Tech). Sections of this report pertaining to geochemistry and water quality were authored by Life Cycle Geo, LLC (LGC). Sections of this report pertaining to mine closure were authored by Haley & Aldrich, Inc. (H&A). Sections of this report pertaining to power sources and green power were authored by Met Engineering, LLC (Met Engineering). Further detail on the specific sections that were authored by each Qualified Person is set out in section 2.8. None of the Qualified Persons are affiliated with IE or another entity that has an ownership, royalty, or other interest in the property.

1.1	Property Description, Mineral Tenure, Ownership, Surface Rights, Royalties, Agreements, and Permits

The Santa Cruz Project is located 11 kilometers (km) west of the town of Casa Grande, Arizona, and is approximately one hour’s drive south of the capital Phoenix and covers a cluster of deposits about 11 km long and 1.6 km wide. The Santa Cruz Project centroid is approximately -111.88212, 32.89319 (WGS84) in Township 6 S, Range 4E, Section 13, Quarter C.

The Santa Cruz Project lies primarily on private land, which is dominantly fee simple (complete and irrevocable ownership). Surface titles and associated rights were acquired by IE in 2022 and 2023 as purchases and options on private parcels. Mineral title for the Project was acquired in 2021 via an agreement with Central Arizona Resources (CAR) for the right to acquire 100% of CAR’s option over the DR Horton Energy (DRHE) mineral title.

DRHE also holds 39 Federal unpatented mining claims in T06S R04E in N/2 Section 12, W/2 Section 23 and W/2 Section 24.

Royalties

Noted royalties on future mineral development of the Project are summarized here:

·	Royalty interests in favor of the royalty holders<br>of a 5% net smelter return royalty interest for minerals derived from all portions of the property pursuant to terms contained therein<br>recorded in the royalty document.
·	Royalty interests in favor of the royalty holder<br>of a 10% net smelter return royalty interest in sections 13, 18, 19, and 24, Township 6 South, Range 4 East, for minerals derived from<br>the property pursuant to terms contained therein recorded in the royalty document.
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·	Rights conveyed to the royalty holder in sections<br>13, 18, 19, and 24, Township 6 South, Range 4 East, consisting of 10% of one eight-hundredth of Fair Market Value and interest in<br>the Cu and other associated minerals with additional terms, conditions, and matters contained therein, recorded in the royalty documents.
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·	Rights granted to the royalty holders, as joint<br>tenants with right of survivorship, a royalty in sections 13, 18, 19, and 24, Township 6 South, Range 4 East, consisting of 30% of five<br>tenths of 1% of the net smelter return from all minerals with additional terms, conditions, and matters contained therein, recorded in<br>the royalty documents.
·	Rights conveyed to the royalty holder in sections<br>13, 23, 24, 25, and 26, Township 6 South, Range 4 East and sections 5, 6, 18, 18, 19, and 30, Township 6 South, Range 5 East, consisting<br>of 60% of one eighth-hundredth of Fair Market Value and interest in the Cu and other minerals with additional terms, conditions, and matters<br>contained therein, recorded in the royalty documents.
·	Reservation of a 1% royalty interest in favor<br>of the royalty holder recorded in the royalty document, for E^1^/2 of Section 5, Township 6 South, Range 5 East,<br>south and west of Southern Pacific RR, “that when mined or extracted therefrom shall be equal in value to 1% of the net smelter<br>returns on all ores, concentrated, and precipitates mined, and shipped from said property.
·	Reservation of a royalty interest in favor of<br>the royalty holders in the SW^1^/4 of Section 17, Township 6 South, Range 5 East, for an amount equal to one<br>half of 1% net smelter returns in the sale and disposal of all ores, minerals, and other products mined and removed from the above described<br>parcel and sold to a commercial smelter or chemical hydrometallurgical plant or one half of 1% of 60% of the sales price if the mine product<br>is disposed of other than to a commercial smelter, additional provisions contained therein, recorded in the royalty documents.

Permits

Current exploration is conducted on private land. State, County, and Municipal permits for exploration, development, and operations are prepared as needed. The ability to operate on private land has the potential to reduce lengthy permitting timelines that result from federal permitting processes. The precise list of permits required to authorize the construction and operation of this Project will be determined as the mining and processing methods are designed.

1.2	Geology and Mineralization

The Santa Cruz Project is located within the Southwestern Porphyry Copper Belt. The Belt includes many productive copper deposits in Arizona such as Mineral Park, Bagdad, Resolution, Miami-Globe, San Manuel-Kalamazoo, Ray, Morenci, Sierrita, Twin Buttes, and the neighboring historical Sacaton Mine. These deposits lie within a broader physiographic region known as the Basin and Range province that covers much of the Southwest United States. . The porphyry copper deposits within the Southwestern Porphyry Copper Belt include the genetic product of igneous activity during the Laramide Orogeny (80 Ma to 50 Ma) when subduction of the Farallon Tectonic Plate beneath the North American Tectonic Plate produced a magmatic arc and associated porphyry copper systems.

The Santa Cruz Project is comprised of five separate areas along a southwest-northeast corridor. These areas from southwest to northeast are known as the Southwest Exploration Area, the Santa Cruz deposit, the East Ridge deposit, the Texaco Ridge Exploration Area, and the Texaco deposit, all of which represent portions of one or more large porphyry copper systems separated by extensional Basin and Range normal faults. Each area has experienced variable periods of erosion, supergene enrichment, fault displacement, and tilting into their present positions.

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Mineralization at the Santa Cruz Project is divided into three main groups:

·	Primary hypogene sulfide mineralization consists<br>of chalcopyrite, pyrite, and molybdenite hosted within quartz-sulfide stringers, veinlets, veins, vein breccias, and breccias and alteration<br>related to Laramide-aged porphyritic dykes (75 Ma).
·	Secondary supergene sulfide mineralization is<br>dominantly chalcocite which rims primary hypogene sulfide and completely replaces hypogene disseminated and vein-hosted sulfides.
·	Supergene copper oxide mineralization is comprised<br>dominantly by chrysocolla (copper silicate) with subordinate dioptase, tenorite, cuprite, copper wad, native copper, and as copper-bearing<br>smectite group clays. Superimposed in-situ within the copper oxide zone is atacamite (copper chloride), copper sulfates, antlerite, and<br>chalcanthite.
1.3	Status of Exploration, Development and Operations
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Copper mineralization was first discovered in the region in the 1960’s and led to extensive drill programs across the Santa Cruz Project area. Exploration programs by several companies and joint ventures included diamond drilling and several geophysical surveys between the 1960’s through the 1990’s. IE completed an updated mineral resource estimate on December 31, 2022 entitled “Mineral Resource Estimate Update and S-K 1300 Technical Report Summary for the Santa Cruz, Texaco, and East Ridge Deposits, Arizona, USA.”

IE exploration in 2021 – 2022 included:

·	Geophysical surveys – ground gravity, ground<br>magnetics, Typhoon™ three-dimensional Perpendicular Pole Dipole Induced Polarization (3D PPD IP), refraction, and passive seismic.
·	Drilling – a combination of diamond drill<br>and rotary drilling totaling 88 holes and approximately 55,291 meters (m)

IE exploration in 2023, to June 8, 2023, included:

·	Drilling – a combination of diamond drill<br>and rotary drilling totaling 36 holes and approximately 29,322.02 m. This data is not part of the mineral resource estimate.
·	Exploration is continuing around the Project<br>to identify new zones that may be incorporated into future studies.

Combined with the historical exploration, there are over 200 drillholes totaling over 162 km within the Santa Cruz Project area.

1.4	Sample Analysis and Security

From September 2021 to December 2022, IE samples were sent to one of four laboratories: Skyline Laboratories facility located in Tucson, SGS Laboratories located in Burnaby, BC, Canada, SGS Lakefield, ON, Canada for SEQ Copper Analysis, or Arizona, American Assay Laboratories located in Sparks, Nevada. All samples sent to SGS Laboratories were prepared at SGS Burnaby, BC, Canada. At the time, all assay labs were well established and recognized assay and geochemical analytical services companies and are independent of IE.

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All four laboratories are recognized by the International Standard demonstrating technical competence for a defined scope and the operation of a laboratory quality management system (ISO 17025). Additionally, Skyline Laboratories is recognized by ISO 9001, indicating that the quality management system conforms to the requirements of the international standard. SGS Canada Minerals Burnaby conforms to requirements of ISO/IEC 17025 for specific tests as listed on their scope of accreditation. American Assay Laboratories carries approval from the State of Nevada Department of Conservation and Natural Resources Division of Environmental Protection. Due to QA/QC failures at American Assay Laboratories, IE discontinued work with this lab.

Specific gravity (SG) measurements for the Santa Cruz, Texaco, and East Ridge deposits were provided during 2021-2022 on site drill core measurements. SG measurements were taken from representative core sample intervals and measured using a water dispersion method.

The Santa Cruz, Texaco, and East Ridge core is stored in wax impregnated core boxes and transported to the core logging shack. After being logged, the core boxes are palletized, weatherized, and stored in IE’s core storage facilities. The core storage is locked behind bay doors or chain link fencing for security purposes. All samples for analyses are transported by courier to the laboratory in Tucson, Arizona, or Burnaby, BC, Canada.

1.5	Mineral Processing and Metallurgical Testing

Metallurgy and processing test work were directed by Met Engineering LLC and conducted at McClelland Labs in Sparks, Nevada. McClelland Labs is recognized by the International Accreditation Service (IAS) for its technical competence and quality of service and has proven that it meets recognized standards. The studies are ongoing. Study focus has been on:

·	Confirming total copper recovery of the leach-float<br>flow sheet proposed by historical operator, CGCC, circa 1980, on Exotic, Oxide and Chalcocite mineral domains.
·	Investigating heap leaching of Exotic, Oxide<br>and Chalcocite mineral domains. The test program for heap leaching is in progress and is reported as such in section 10. Some early results<br>are described below. Column leach testing will complete in the fourth quarter of 2023.

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1.6	Mineral Resource Estimate
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This IA is based upon the December 31, 2022, Mineral Resource Estimate (MRE) which includes a detailed geological and structural re-examination of the Santa Cruz, East Ridge, and Texaco deposits.

The Santa Cruz deposit MRE benefits from approximately 116,388 m of diamond drilling in 129 drillholes, the East Ridge deposit MRE has 18 holes totaling 15,448 m, and the Texaco deposit MRE has 23 drillholes totaling 21,289 m (Table 1-1). All drillholes included in the December 2022 MRE were completed from 1964 to 2022.

Diamond drillhole samples were analyzed for total Cu and acid soluble Cu using atomic absorption spectrometry (AAS). A decade after initial drilling, ASARCO re-analyzed select samples for cyanide soluble Cu (AAS) and molybdenum (multi-element ICP). The Company currently analyzes all samples for total Cu, acid soluble Cu, cyanide soluble Cu, and molybdenum. Due to the re-analyses to determine cyanide soluble Cu within historic samples, there are instances where cyanide soluble Cu is greater than total Cu. It has been determined that the historic cyanide soluble assays are valid as they align with recent assays in 2022 drillholes.

Table 1-1: December 2022 MRE DrillholeSummary

	Total Drilling			IE Drilling
Deposit	Number of<br><br> <br>Drillholes	Meters(m)	Meters Intersectingthe Deposit	Number of<br><br> <br>Drillholes	Meters(m)	Meters Intersectingthe Deposit
Santa Cruz	129	116,388	57,326	41	34,769	14,172
East Ridge	18	15,448	1,501	0	0	0
Texaco	23	21,289	2,661	3	3,286	685
Total	170	153,125	61,488	44	38,055	14,857

Source: Nordmin, 2023

Geological domains were developed within the Santa Cruz Project based upon geographical, lithological, and mineralogical characteristics, along with incorporating both regional and local structural information. Several extensional fault systems are recognized at Santa Cruz with a transport direction towards the south-west of which deformation event 1 (D1) is the oldest, followed by deformation event 2 (D2) faulting. Local D2 fault structures separate the mineralization at the adjacent Santa Cruz, Texaco, and East Ridge deposits. The Santa Cruz, Texaco, and East Ridge deposits were divided into four main geological domains based upon their type of Cu speciation, including primarily acid soluble (Oxide Domain), cyanide soluble (Chalcocite Enriched Domain), primary Cu sulfide (Primary Domain), and exotic Cu (Cu oxides in overlying Tertiary sediments). All four domains are present within the Santa Cruz deposit, whereas all mineralization at East Ridge is within an Oxide Domain, and Texaco is comprised of all but an Exotic Domain.

Mineralization wireframes were initially created to reflect the known controls on each mineralization type. Once a geologic interpretation was established, wireframes were created. When not cut-off by drilling, the wireframes terminate at either the contact of the Cu-oxide boundary layer, the Tertiary sediments/Oracle Granite (as defined below) contact, or the D2 fault structure. There is an overlap of the Chalcocite Enriched Domain with both the Oxide Domain in the weathered supergene and with the Primary Domain in the primary hypogene mineralization. Otherwise, no wireframe overlapping exists within a given grade domain. Implicit modeling was completed in Leapfrog Geo^™^which produced reasonable mineral domains that appropriately represent the known controls on grade mineralization.

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A block model for each deposit was created that incorporated lithological, structural, and mineralization trends and selection of the block modeling parameters. Each block model validation process included visual comparisons between block estimates and composite grades in plan and section views, local versus global estimates for NN, ID2, ID3, and OK when available, and swath plots. The Santa Cruz deposit block model was estimated using Nearest Neighbor (NN), inverse distance squared (ID2), inverse distance cubed (ID3), and ordinary kriging (OK) interpolation methods for global comparisons and validation purposes. The OK method was used for the Mineral Resource Estimate; it was selected over ID2, ID3, and NN as the OK method was the most representative approach to controlling the smoothing of grades. The Texaco and East Ridge block models were estimated using NN, ID2, and ID3, and the ID3 method was used for the mineral estimate for the Texaco and East Ridge deposits.

Nordmin considers that the interpreted geological and mineralization domains produced accurately represent the deposit style of the Santa Cruz, Texaco, and East Ridge deposits.

The MRE was classified in accordance with S-K 1300 definitions. Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability. This estimate of Mineral Resources may be materially affected by environmental permitting, legal, title, taxation, sociopolitical, marketing, or other relevant issues.

Mineral Resource Classification was assigned to regions of the block model based on the Nordmin QP’s confidence and judgment related to geological understanding, continuity of mineralization in conjunction with data quality, spatial continuity based on variography, estimation pass, data density, and block model representativeness.

The areas of greatest uncertainty are attributed to Inferred Mineral Resources, which are areas with limited drilling and/or large drill spacing (greater than (>) 100 m). Indicated Mineral Resources are resources derived from adequately detailed and reliable exploration, sampling, and testing, and are sufficient to assume geological and grade or quality continuity between points of observation. In the Santa Cruz deposit, the drill spacing that supports the Indicated Mineral Resource classification constitutes approximately 80 m to 100 m. There is the possibility for Indicated Mineral Resources to be upgraded to Measured Mineral Resources via additional infill drilling that would reduce the drill spacing to less than (<) 25 m. Currently none of the deposits have a Measured Mineral Resource.

The 2021 twin drilling program conducted by IE, outlined in Sections 7.3.3 and 9.3, has demonstrated overall grade continuity, location, and continuity between intercepts. There is the potential for unknown errors within the database which could affect the size and quantity of Measured, Indicated, and Inferred Mineral Resources.

While most of the Texaco deposit is classified as Inferred, there is a small portion of Indicated Mineral Resource. The East Ridge deposit is currently classed as Inferred, as the area is defined by historic drilling which has yet to be validated with modern drilling. This work is forthcoming and will help to improve resource class confidence in subsequent iterations.

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The Santa Cruz Project Mineral Resource Estimate, which is exclusive of mineral reserves, is presented in Table 1-2.

Table 1-2: In situ Santa Cruz ProjectMineral Resource Estimates at 0.70% Cu cut-off for Santa Cruz, 0.80% Cu cut-off for Texaco, and 0.90% Cu Cut-off for East Ridge

Classification	Deposit	Mineralized<br><br> <br>Material<br><br> <br>(kt)	Mineralized<br><br> <br>Material<br><br> <br>(k ton)	Total<br><br> <br>Cu<br><br> <br>(%)	Total<br><br> <br>Soluble Cu<br><br> <br>(%)	Acid<br><br> <br>Soluble Cu<br><br> <br>(%)	Cyanide<br><br> <br>Soluble<br><br> <br>Cu (%)	Total Cu<br><br> <br>(kt)	Total<br><br> <br>Soluble Cu<br><br> <br>(kt)	Acid<br><br> <br>Soluble Cu<br><br> <br>(kt)	Cyanide<br><br> <br>Soluble Cu<br><br> <br>(kt)	Total Cu<br><br> <br>(Mlb)
Indicated	Santa Cruz<br><br> <br>(0.70% CoG)	223,155	245,987	1.24	0.82	0.58	0.24	2,759	1,824	1,292	533	6,083
	Texaco<br><br> <br>(0.80% CoG)	3,560	3,924	1.33	0.97	0.25	0.73	47	35	9	26	104
	East Ridge<br><br> <br>(0.90% CoG)	0	0	0.00	0.00	0.00	0.00	0	0	0	0	0
Inferred	Santa Cruz<br><br> <br>(0.70% CoG)	62,709	69,125	1.23	0.92	0.74	0.18	768	576	462	114	1,694
	Texaco<br><br> <br>(0.80% CoG)	62,311	68,687	1.21	0.56	0.21	0.35	753	348	132	215	1,660
	East Ridge<br><br> <br>(0.90% CoG)	23,978	26,431	1.36	1.26	0.69	0.57	326	302	164	137	718
Total
Indicated	All Deposits	226,715	249,910	1.24	0.82	0.57	0.25	2,807	1,859	1,300	558	6,188
Inferred	All Deposits	148,998	164,242	1.24	0.82	0.51	0.31	1,847	1,225	759	466	4,072

Source: Nordmin, 2023

Mlb = million pounds

kt = thousand tonnes

Notes on Mineral Resources

•	The Mineral Resources in this Estimate were independently<br>prepared, including estimation and classification, by Nordmin Engineering Ltd. and in accordance with the definitions for Mineral Resources<br>in S-K 1300.
•	Mineral Resources that are not Mineral Reserves<br>do not have demonstrated economic viability. This estimate of Mineral Resources may be materially affected by environmental, permitting,<br>legal, title, taxation, sociopolitical, marketing, or other relevant issues.
•	Verification included multiple site visits to<br>inspect drilling, logging, density measurement procedures and sampling procedures, and a review of the control sample results used to<br>assess laboratory assay quality. In addition, a random selection of the drillhole database results was compared with the original records.
•	The Mineral Resources in this estimate for the<br>Santa Cruz, East Ridge, and Texaco deposits used Datamine Studio RM^TM^ software to create the block models.
•	The Mineral Resources are current to December 31,<br>2022.
•	Underground-constrained Mineral Resources for<br>the Santa Cruz deposit are reported at a cut-off grade (CoG) of 0.70% total copper, Texaco deposit are reported at a CoG of 0.80% total<br>copper and East Ridge deposit are reported at a CoG of 0.90% total copper. The CoG reflects total operating costs to define reasonable<br>prospects for eventual economic extracted by conventional underground mining methods with a maximum production rate of 15,000 tonnes per<br>day (t/d). All material within mineable shape-optimized wireframes has been included in the Mineral Resource
•	Underground mineable shape optimization parameters<br>include a long-term copper price of US$3.70/lb, process recovery of 94%, direct mining costs between US$24.50-$40.00/processed tonne reflecting<br>various mining method costs (long hole or room and pillar), mining general and administration cost of US$4.00/t processed, onsite processing<br>and SX/EW costs between US$13.40-$14.47/t processed, offsite costs between US$3.29 to US$4.67/t processed, along with variable royalties<br>between 5.00% to 6.96% NSR and a mining recovery of 100%.
•	Specific Gravity was applied using weighted averages<br>by deposit Sub-Domain.
•	All figures are rounded to reflect the relative<br>accuracy of the estimates, and totals may not add correctly.
•	Excludes unclassified mineralization located<br>along edges of the Santa Cruz, East Ridge, and Texaco deposits where drill density is poor.
•	Reported from within a mineralization envelope<br>accounting for mineral continuity.
•	Total soluble copper means the addition of sequential<br>acid soluble copper and sequential cyanide soluble copper assays. Total soluble copper is not reported for the Primary Domain
September 2023
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Areas of uncertainty that may materially impact the Mineral Resource Estimate include:

·	Changes to long term metal price assumptions
·	Changes to the input values for mining, processing,<br>and general and administrative (G&A) costs to constrain the estimate
·	Changes to local interpretations of mineralization<br>geometry and continuity of mineralized zones
·	Changes to the density values applied to the<br>mineralized zones
·	Changes to metallurgical recovery assumptions
·	Changes in assumption of marketability of the<br>final product
·	Variations in geotechnical, hydrogeological,<br>and mining assumptions
·	Changes to assumptions with an existing agreement<br>or new agreements
·	Changes to environmental, permitting, and social<br>license assumptions
·	Logistics of securing and moving adequate services,<br>labor, and supplies could be affected by epidemics, pandemics and other public health crises including COVID-19 or similar viruses

These risks and uncertainties may cause delays in economic resource extraction and/or cause the resource to become economically non-viable.

1.7	Mineral Reserve Estimate

This section is not relevant to this Technical Report.

1.8	Mining Methods

Santa Cruz is located approximately 430 to 970 m below the surface. Based on the mineralization geometry and geotechnical information, an underground longhole stoping (LHS) method is suitable for the Oxide and Chalcocite-enriched domains within the deposit. The Santa Cruz deposit will be mined in blocks where mining within a block occurs from bottom to top with paste backfill (PBF) for support. A sill pillar is left in situ between blocks.

Within the Santa Cruz deposit, there is an Exotic Domain located approximately 500 to 688 m below the surface and to the east of the main deposit. The Exotic Domain consists of flatter lenses that are more amenable to drift and fill (DAF) mining. Cemented waste rockfill will be used for support. The backfill will have sufficient strength to allow mining of adjacent drifts without leaving pillars.

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Using historical data and the results of recent hydrogeologic testing, the hydrogeological conceptual site model was updated and the groundwater flow model was developed and finalized. The groundwater flow model was used to evaluate multiple passive and active dewatering scenarios for the proposed mine plan. With an active dewatering scenario pumping approximately 3,000 gallons per minute (gpm) for the first two years of life of mine (LoM), the model shows that the annual average residual passive inflows for the first 10 years of the mine are at or below 12,000 gpm. From year 11 through 25 of LoM, the residual passive inflows range from approximately 15,000 to 18,000 gpm.

Figure 1-2 shows the completed mine plan. Table 1-3 summarizes the total tonnage and grades within the mine plan by area.

Source: SRK, 2023

Figure 1-1: Mine Design, SantaCruz, Santa Cruz Exotic, and East Ridge

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Table 1-3: Mine Plan Summary

Classification	Domain	Tonnage (kt)	Total<br><br> <br>Soluble Cu (%)	Acid<br><br> <br>Soluble Cu (%)	Cyanide<br><br> <br>Soluble Cu (%)
Indicated	Santa Cruz	73,582	1.62	1.05	0.39
	East Ridge	-	-	-	-
	Santa Cruz Exotic	1,131	2.79	2.28	0.22
Inferred	Santa Cruz	14,991	1.45	0.98	0.32
	East Ridge	9,799	1.76	0.95	0.75
	Santa Cruz Exotic	741	2.47	1.83	0.17
Indicated + Inferred	Santa Cruz	88,573	1.60	1.04	0.38
	East Ridge	9,799	1.76	0.95	0.75
	Santa Cruz Exotic	1,872	2.66	2.09	0.20
Indicated	Total	74,713	1.64	1.07	0.39
Inferred	Total	25,530	1.60	0.99	0.48
Indicated + Inferred	Total	100,244	1.63	1.05	0.41

Source: SRK, 2023

Note:4.94 Mt of marginal material at a grade of 0.56% is not included in this table.

1.9	Recovery Methods

The Santa Cruz processing facility will recover copper by conventional weak sulfuric acid agitated leaching of the oxide mineralized material, and by sulfide flotation of the residue produced after leaching. Leached oxide copper will be processed through solvent extraction and electrowinning (SX-EW) to produce high purity copper cathodes. Sulfide copper and by-product precious metals will be recovered in copper flotation mineral concentrate. Copper concentrates will be of suitable quality to be sold to a domestic or international copper smelters.

The process design is based on metallurgical tests results from The Hanna Mining Company’s research center (circa 1980) and new IA-level mineral process testing initiated by IE in 2022 and 2023.

The process flow diagram in Figure 1-3 illustrates sequence of operations to recover copper in the Santa Cruz plant. This flowsheet provides the basis for the process description that follows.

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Source: M3, 2023

Figure 1-2: Process Flow Sheet

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1.9.1	Process Design Criteria
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The nominal capacity of the mill process is 5.475 million tonnes per year (Mt/y). Process availability factors include both the mechanical availability and the use of this mechanical availability. For the design, an availability factor of 92% is used throughout the plant because the primary and secondary grinding lines have a single ball mill in each.

The current mine plan developed for the Project is based on a 365-day calendar year. The yearly mine production tonnage will vary from 4.0 million tonnes (Mt) at the start of production to a high of 5.9 Mt in Year 5 of production.

The mass balance was developed for the Santa Cruz process using MetSim mass balance software. The process simulation used overall recoveries of 96% for the acid soluble copper as cathode copper and 93% for the sulfide copper into concentrate. These recoveries are based on 1980 studies and confirmed by mineral process testing in 2023 on recent drill core samples and include process losses attributed to PLS wash efficiency (2023 liquid solid separation test results) and cleaner scavenger flotation losses (1980 and 2023 test programs).

1.10	Project Infrastructure

The Santa Cruz project has excellent existing infrastructure including access to roads and interstate highways, railroads, power lines, and an abundant supply of water from dewatering operations and water rights associated with the private land acquired by IE. The Project owns sufficient fee simple land to allow for all surface infrastructure including the process facility, Tailings Storage Facility (TSF), offices borrow pit, and other related mine structures.

Interstate highways near the Project (<10 km) are Interstate 8 and Interstate 10. The Union Pacific/Southern Pacific (UPSP) rail borders the northern edge of the Santa Cruz property and the BNSF rail has a spur and terminal in Phoenix, Arizona.

Tailings Storage Facility

The TSF is proposed to be located on relatively flat terrain directly east of the plant site and sited to avoid: the underground ore body outline; mine’s infrastructure; and the 1% annual exceedance probability (AEP) (1 in 100-yr return period) floodplain from Federal Emergency Management Agency (FEMA) (2007) flood hazard mapping. The TSF is sized to store all the tailings estimated to be produced over the mine life and not used for underground backfill (56.7 Mt, without additional contingency) on surface. The tailings will be retained by a perimeter embankment (up to 50 m high) constructed primarily of compacted, structural fill sourced from on-site borrow areas. The TSF impoundment will be lined with a low-permeability liner, which will be raised within the perimeter embankment for seepage control. During operations, tailings slurry water and precipitation which collects in the TSF will be reclaimed to the mine for use in the mining process or treated (if required) and discharged. At closure, the TSF impoundment will be regraded to prevent ponding and covered with a soil cover and vegetated to limit infiltration and resist erosion. Closure channels will be constructed to shed water off the impoundment surface and over the embankment slopes.

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Power

Power consumption for the Santa Cruz site is anticipated to average 450,000 MWh/y. Initially the source of power for the Project will be provided from a 69 kV power line operated by Pinal County Electric District 3 (ED3). Several other higher voltage transmission lines border the property within close proximity.

Water

The water balance for the Santa Cruz Project indicates that there will be a surplus of water from the Project from dewatering of the underground operations. The mining and processing operations will consume approximately 3.5 million cubic meters (Mm^3^) of water per year, while water supplies from dewatering will range from 20 million to over 30 million cubic meters per year (Mm^3^/y). The amount of water for distribution to local stakeholders during operations will average 27 Mm^3^/y. The water balance excludes the water rights associated with the surface title of the Project.

1.11	Market Studies and Contracts

The Santa Cruz project is envisioned to produce both copper cathode and copper concentrate into its regional market. Copper demand is driven by both developing and developed locations in the drive towards electrification. Expectations for long term copper demand are positive over the next several decades. This is somewhat tempered in the near term should significant economic headwinds materialize that slow global growth.

Global mined copper production in 2022 was estimated at 22 Mt. Long lead times for mine development result in a slow supply response to changes in demand. This dynamic is likely to result in price volatility.

Concentrate terms for the study are generic terms and do not reflect the presence of any deleterious or penalty elements within the concentrate. Table 1-4 presents the concentrate terms applied for this study.

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Table1-4: Concentrate Terms

Item	Unit	Value
Payability	%	96.5
Treatment Charge	US$/dmt	65
Refining Charge	US$/lb	0.065
Transport Cost	US$/wmt	90

Source: SRK, 2023

1.12	Environmental, Closure and Permitting

Aside from the pending reclamation plan for exploration activities at the Project, IE has no current obligations to tender post mining performance or reclamation bonds for the Project. Once the facility achieves the level of design necessary to advance to mine development and operation, IE will need to submit and gain approval of an Arizona Department of Environmental Quality (ADEQ)-approved Aquifer Protection Permit (APP) and an Arizona State Mine Inspector (ASMI)-approved Reclamation Plan. The closure approach and related closure cost estimates must be submitted following approval and before facility construction and operation.

1.13	Capital and Operating Cost Estimates
1.13.1	Mining Capital Cost Estimate
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Development costs are derived from the mining schedule prepared by SRK. The prepared mining schedule includes meters of development during pre-production, this schedule of meters was combined with unit costs, based on site specific data, to estimate the cost of this development operation. The breakdown of the estimated initial capital costs is shown in Table 1-5.

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Table 1-5: Estimated Mining InitialCapital Cost

Item	US$ Million
Capital Development Cost	166.99
Equipment Purchase and Rebuilds	241.24
Mine Services	17.96
Owner Cost	32.75
Contingency	38.76
Total	497.70

Source: SRK, 2023

The estimate indicates that the Project requires sustaining capital of US$462.78 million to support the projected production schedule through the LoM. The sustaining capital cost is shown in Table 1-6.

Table 1-6: Estimated Mining SustainingCapital Cost

Item	US$ Million
Capital Development Cost	60.79
Equipment Purchase and Rebuilds	322.64
Mine Services	0.00
Owner Cost	35.71
Contingency	43.63
Total	462.78

Source: SRK, 2023

1.13.2	Process Capital Cost Estimate

The initial capital cost for the Santa Cruz plant and infrastructure facilities totals US$563.7 million as summarized in Table 1-7. This capital cost includes all process areas facilities in the Santa Cruz plant proper starting with the primary crushing, and continuing through grinding, agitated leaching, solvent extraction and electrowinning, leach residue neutralization, leach residue grinding, rougher flotation, concentrate regrinding, cleaner flotation, concentrate dewatering and tailing dewatering and pumping to the TSF. The initial capex includes the ventilation chiller for the underground mine, the main plant substation, fresh and process water ponds, and the batch plant, and the surface ancillary buildings.

Table 1-7: Estimated Initial PlantCapital Cost Summary

Description	Hours	Total Cost<br><br> <br>(US$ million)	% of Total Capital Cost
Directs	1,290,000	345.4	61.3
Indirects		72.0	12.8
Contingency		111.3	19.7
Owner's Costs		35.0	6.2
Escalation		-	0.0
Total Capital Cost (TCC)		563.7	100.0

Source: M3, 2023

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1.13.3	Tailings Capital Cost Estimate

The initial capital cost for the Santa Cruz tailings facilities totals US$75.1 million as shown in Table 1-8. The estimated sustaining capital costs total US$486.8 million as shown in Table 1-9. The key elements of the tailings capital cost estimation methodology include:

●	Material take offs by year were provided by KCB
●	Earthworks, lining, and piping rates from standard<br>schedule
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●	Borrow-to-fill provided by budgetary quotation<br> – Turner Mining Group
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Table 1-8:Estimated TSF Initial Capital Cost

Item	US$ Million
Directs	48.8
Indirects	11.3
Contingency	15.0
Total	75.1

Source: M3, 2023

Table 1-9:Estimated TSF Sustaining Capital Cost

Item	US$ Million
Sustaining	382.2
Closure	104.6
Total	486.8

Source: M3, 2023

1.13.4	Mining Operating Cost Estimate

A maintenance cost was allocated to each category that required equipment maintenance. A summary of the LoM unit mine operating costs is presented in Table 1-10.

Table 1-10:Mining Operating Costs

LoM Tonnes Mined (000)		107,134*
Category	US$000	US$/t Mined
Operating Development	481,021	4.49
Production (Drilling, Blasting, Loading, Hauling and Backfill)	1,139,843	10.64
Other mining costs (Services, Maintenance, Rehab and Definition Drilling)	458,564	4.28
Mine engineering and administration	592,085	5.54
Contingency (9.5%)	254,664	2.39
Total	2,926,177	27.33

* LoM Tonnes mined includes 100,244 kt of process material, 4,942 kt of marginal material and 1,948 kt of waste.

Source: SRK, 2023

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1.13.5	Processing Operating Cost Estimate
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Table 1-11:Process Plant OPEX Summary by Category

Operating and Maintenance	Average Annual Cost<br><br> <br>(US$000)	$/t Processed<br><br> <br>(US$)	LoM Operating Cost<br><br> <br>(US$000)	%
Labor	11,119	2.11	222,383	16.8%
Electrical Power	23,297	4.43	465,939	35.1%
Reagents	18,447	3.51	368,947	27.8%
Wear Parts (Liners & grinding media)	6,811	1.30	136,221	10.3%
Maintenance Parts	5,993	1.14	119,865	9.0%
Supplies and Services	628	0.12	12,557	0.9%
Total (US$000)	$66,296	$12.61	$1,325,912	100.0%

Source: M3, 2023

TSF operating costs are included in the processing operating costs and include labor, power, reagents, and maintenance.

1.13.6	G&A Operating Cost Estimate

The G&A and laboratory costs are summarized in Table 1-12.

Table 1-12:G&A Operating Cost Summary

	US$/t processed<br><br> <br>(US$)	LoM Operating Cost<br><br> <br>(US$000)
Lab Opex	0.24	24,798
G&A Opex	2.39	251,543
Total	$2.63	$276,341

Source: M3, 2023

1.14	Economic Analysis

The Santa Cruz Project consists of an underground mine and processing facility producing both copper concentrate and copper cathode.

The economic analysis metrics are prepared on annual after-tax basis in US$. The results of the analysis are presented in Table 1-13. The results indicate that, at a copper price of US$3.80/lb, the Project without inferred material returns an after-tax net present value (NPV) at 8% of US$0.5 billion calculated from the start of construction, an after tax internal rate of return (IRR) of 14% and a payback period from the start of construction of 10 years. When the inferred material is included in the economic analysis, the after tax NPV at 8% increases to US$1.3 billion, the after tax IRR increases to 23% and the payback period decreases to 7 years from the start of construction.

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As the stage of study for the Santa Cruz Project is Initial Assessment, no reserves are estimated for use in this analysis. The economic evaluation was completed using resource material that includes material in the Inferred category. To evaluate the risk associated with the use of Inferred material in the mine plan, a model was completed where the Inferred material was removed from the mine plan. SRK notes that this model result should be viewed with caution as the removal of the Inferred material is a gross adjustment and no corresponding adjustments to capital, operating cost or mill performance were made.

Table 1-13:Indicative Economic Results

LoM Cash Flow (Unfinanced)	Units	Value (without Inferred)	Value (with Inferred)
Total Revenue	US$ million	10,031.6	12,865.9
Total Opex	US$ million	(4,616.9)	(4,617.0)
Operating Margin	US$ million	5,414.7	8,248.9
Operating Margin Ratio	%	54%	64%
Taxes Paid	US$ million	(426.6)	(984.8)
Free Cash Flow	US$ million	3,241.1	5,350.1
Before Tax
Free Cash Flow	US$ million	2,549.5	5,216.7
NPV at 8%	US$ million	583.4	1,642.5
IRR	%	15%	25%
After Tax
Free Cash Flow	US$ million	2,122.9	4,231.9
NPV at 8%	US$ million	457.7	1,316.6
IRR	%	14%	23%
Payback	years	10	7

Source: SRK, 2023

Within the constraints of this analysis, the Project appears to be most sensitive to material classification, mined grades, commodity prices and recovery assumptions within the processing plant.

A summary of the cash flow on an annual basis is presented in Figure 1-4 and Figure 1-5.

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Source: SRK, 2023

Figure 1-3:Annual Cash Flow Summary (Tabular data in Table 19-3 – Without Inferred material)

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Source: SRK, 2023

Figure 1-4:Annual Cash Flow Summary (Tabular data in Table 19-14 – Including Inferred Material)

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1.15	Conclusions and Recommendations
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Under the assumptions presented in this Technical Report Summary, and based on the available data, the Mineral Resource Estimates show reasonable prospects of economic extraction.

The recommended program is for the company to complete a pre-feasibility study (PFS) level Technical Report. The work program required to complete a PFS will consist of associated infill and exploration drilling, analytical and metallurgical test work, hydrogeological and geotechnical drilling, geological modeling, mine planning, and environmental baseline studies to support permitting efforts.

Specific conclusions and recommendations by discipline are as follows:

Process Facilities

Processing technologies used in this study have been proven at large scales in the industry (mill ores):

●	Agitation leaching of copper oxide minerals with<br>sulfuric acid followed by SX-EW to produce salable copper cathodes.
●	Sulfide flotation to produce salable copper chalcocite/chalcopyrite<br>concentrate.
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Economics

The economic analysis metrics are prepared on annual after-tax basis in US$. The results indicate that, at a copper price of US$3.80/lb, the Project without inferred material returns an after-tax NPV at 8% of US$0.5 billion calculated from the start of construction, an after tax IRR of 14% and a payback period from the start of construction of 10 years. When the inferred material is included in the economic analysis, the after tax NPV at 8% increases to US$1.3 billion, the after tax IRR increases to 23% and the payback period decreases to 7 years from the start of construction.

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Geotechnical

●	Incorporate additional drill data to further<br>characterize rock quality domains, rock strengths, and geological structure. East Ridge and Texaco should be targeted for additional drilling.
●	Update the geotechnical block model with additional<br>drill data and lithology interpretation.
---	---
●	Update all stability analyses using new rock<br>characterization data. This includes stope optimization studies and sill pillar recovery techniques.
---	---
●	Continue exploration drilling along potential<br>decline routes to improve decline placement within better rock qualities.
---	---
●	Conduct in-situ stress measurements to better<br>understand the current stress field at site. These learnings can be applied to stability analyses and used in numerical modeling.
---	---
●	Conduct numerical modeling of the mine sequence<br>to better understand redistributions of mining induced stresses which could be detrimental to stability.
---	---
●	An underhand DAF method should be considered<br>for mining at East Ridge and the Exotics at Santa Cruz. An underhand method might allow wider DAF spans but would require additional cement<br>binder and a higher minimum compressive strength requirement.
---	---
●	A study should be conducted to evaluate whether<br>mine waste aggregate is suitable for CRF.
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Hydrogeology

●	Additional characterization of the conglomerates<br>and non-mineralized Oracle Granite around the proposed decline.
●	Additional characterization of the variability<br>of hydraulic parameters of the mineralized Oracle Granite, along with the porphyry and diabase intrusions, around the Santa Cruz, East<br>Ridge, and Texaco deposits.
---	---
●	Characterization of the hydraulic parameters<br>of the conglomerate within the Exotics at the Santa Cruz deposit.
---	---
●	Hydrogeological characterization of the impact<br>of faulting on groundwater movement. Installation of monitoring wells to collect baseline groundwater data.
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Environmental & Permitting

Recommendations for Environmental and Permitting would include the following:

●	Continued environmental baseline data collection<br>to support major local county and state permitting programs.
●	Continue permitting activities and agency engagement<br>for Pinal County Class II air permit, City of Casa Grande General Plan amendment and zoning changes, Arizona Department of Environmental<br>Quality Aquifer Protection and Reclaim Water Discharge permits, and Arizona Department of Water Resources dewatering permit.
---	---
●	As the facility engineering progresses, advance<br>the closure and reclamation design and engage Arizona State Mining Inspector to obtain an approved Mined Land Reclamation Plan.
---	---
●	Develop and implement a community working group<br>to keep local stakeholders informed about the Project’s potential economic and community benefits, as well as the Company’s<br>commitment to safety and the environment.
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TSF Design

The key risks identified for the TSF design are:

●	Unknown risks related to limited site-specific<br>information for characterizing the TSF foundation and geotechnical/geochemical properties of the tailing
●	Natural flood inundation
---	---
●	Seepage management/geochemical control requirements
---	---
●	Suitability of on-site borrow areas for construction<br>fill
---	---
●	Dust management
---	---

Recommendations to advance the TSF design to the next design stage are:

●	Conduct a tailings alternatives assessment following<br>a multiple accounts analysis (MAA) framework. The alternatives assessment must consider technical, environmental, and social objectives,<br>and engage a range of Project stakeholders.
●	Conduct a site investigation to evaluate the<br>geotechnical, hydrogeological and geochemical properties of the TSF foundation, and suitability of potential borrow sources. The investigation<br>should comprise drilling, test pitting, geophysics, in-situ hydrogeological testing, sampling and associated laboratory testing.
---	---
●	Perform additional test work (geotechnical, rheological<br>and geochemical) on the tailings. Geochemical testing should include static and kinetic testing to understand long-term acid rock drainage<br>and metal leaching potential, to inform geochemical management strategy.
---	---
●	Conduct site-specific flood-routing modeling<br>to assess TSF and borrow area flood risk.
---	---
●	Perform a TSF staging assessment and review the<br>embankment design approach. This assessment should evaluate beach wetting as a viable approach for dust suppression and serve as key input<br>to the TSF water balance.
---	---
●	Develop a TSF water balance as an input to the<br>site-wide water balance. If warranted, investigate TSF configurations with smaller impoundment footprints to limit evaporation loss.
---	---
●	Evaluate the design of the TSF liner system based<br>on modeling and consider changes to seepage management strategy based on findings of the tailings characterization.
---	---
●	Consider tailings processing methods (e.g., filtration,<br>cycloning) to produce construction materials and offset borrow requirements.
---	---
●	Conduct a site-specific seismic hazard assessment.
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2	Introduction
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2.1	Registrant for Whom the Technical Report Summary was Prepared
---	---

2.2	Terms of Reference and Purpose of the Report

The quality of information, conclusions, and estimates contained herein are based on: i) information available at the time of preparation and ii) the assumptions, conditions, and qualifications set forth in this report. This report is intended for use by IE subject to the terms and conditions of its contract with SRK and relevant securities legislation. The contract permits IE to file this report as a Technical Report Summary with United States securities regulatory authorities pursuant to the SEC S-K regulations, more specifically Title 17, Subpart 229.600, item 601(b)(96) - Technical Report Summary and Title 17, Subpart 229.1300 - Disclosure by Registrants Engaged in Mining Operations. 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 IE.

This Initial Assessment is a preliminary technical and economic study of the economic potential of all or parts of mineralization to support the disclosure of mineral resources.

The Initial Assessment 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 Initial Assessment will be realized. Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability.

2.3	Sources of Information

This report is based in part on internal Company technical reports, previous studies, maps, published government reports, Company letters and memoranda, and public information as cited throughout this report and listed in the References Section 24.

Reliance upon information provided by the registrant is listed in the Section 25 when applicable.

2.4	Details of Inspection

Table 2-1 summarizes the details of the personal inspections on the property by each qualified person or, if applicable, the reason why a personal inspection has not been completed.

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Table2-1: Site Visit

Expertise	Company	Date(s) of Visit	Details of Inspection
Mining/Reserves	SRK<br> Consulting (U.S.), Inc (SRK)	2/23/2023	Site<br> examination, visited core shed, reviewed select core samples. Discussion on mining strategy, geotech, infrastructure locations.
Metallurgical Testwork<br><br> <br>Mineral Recovery<br><br> <br>Infrastructure	M3<br> Engineering and Technology Corp. (M3)	2/23/2023	Site<br> examination, visited core shed, reviewed select core samples. Visited Project site; assessed infrastructure, Discussion on site layout,<br> floodplain, utilities, infrastructure locations.
Tailings<br> Facility	KCB<br> Consultants Ltd. (KCB)	7/13/2023	Visited<br> locations near the perimeter of the TSF footprint for visual observation. Discussion on site layout and available geotechnical information.
Geotechnical	Call &<br> Nicholas, Inc. (CNI)	12/16/2022	Site<br> examination, core shed visit, discussion of geotechnical characterization, and provided summaries of CNI’s geotechnical studies.
Geology/Mineral<br> <br><br> Resources	Nordmin<br> Engineering Ltd. (Nordmin)	3/2/2022 – 3/6/2022<br><br> <br><br><br> <br>11/7/2022 – 11/10/2022	Site<br> examination; inspection of logging, geological setting, mineralization, and structural controls; review of chain of custody; review<br> of drilling, logging, sampling, analytical testing, and QA/QC; facility inspection; drillhole collar confirmation; structural validation;<br> and partial drillhole database validation.
Hydrogeology	INTERA<br> Incorporated (INTERA)	8/10/2023	Site<br> examination, observed vibrating wire piezometer installation, visited core shed, reviewed select core samples, discussion of formation<br> properties.
Environmental	Tetra<br> Tech, Inc. (Tetra Tech)	8/24/2023	Site<br> examination, visited core facility, and reviewed environmental components of the proposed Project.
Geochemistry/<br><br> Water Quality	Life<br> Cycle Geo, LLC (LCG)	7/12/2023<br> – 7/13/2023	Site<br> examination, visited the core facility, reviewed core and it’s environmental and geochemical components, discussed historic<br> water quality, and received an overview of the proposed Project.
Closure	Haley &<br> Aldrich, Inc. (H&A)	3/22/2023	Site<br> examination, visited core facility, received an overview of the Project and discussed reclamation and closure components of the proposed<br> Project.
Power<br> Sources - Green Power	Met<br> Engineering, LLC (Met Engineering)	3/26/2022<br><br> <br><br><br> <br>2/24/2023	Visited<br> the core facilities (2) and the probable surface facility sites for processing, maintenance, substation, warehousing, administration<br> and PV solar energy

Source: All Companies, 2023

2.5	Report Version Update

This Technical Report Summary supersedes the previous report, Mineral Resources Estimate Update and S-K 1300 Technical Report Summary for the Santa Cruz, Texaco, and East Ridge deposits, Arizona, USA, dated 31 December 2022, which had previously been filed pursuant to 17 CFR §§ 229.1300 through 229.1305 (subpart 229.1300 of Regulation S-K)

This is the third Technical Report Summary prepared under regulation S-K 1300 for IE for the Santa Cruz Project.

2.6	Units of Measure

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

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2.7	Mineral Resource and Mineral Reserve Definitions
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The terms “Mineral Resource” and “Mineral Reserves” as used in this Technical Report Summary have the following definitions.

Mineral Resources

17 CFR § 229.1300 defines a “Mineral Resource” as a concentration or occurrence of 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 economic extraction. A mineral resource is a reasonable estimate of mineralization, taking into account relevant factors such as cut-off grade, likely mining dimensions, location or continuity, that, with the assumed and justifiable technical and economic conditions, is likely to, in whole or in part, become economically extractable. It is not merely an inventory of all mineralization drilled or sampled.

A “Measured Mineral Resource” is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of conclusive geological evidence and sampling. The level of geological certainty associated with a measured mineral resource is sufficient to allow a qualified person to apply modifying factors, as defined in this section, in sufficient detail to support detailed mine planning and final evaluation of the economic viability of the deposit. Because a measured mineral resource has a higher level of confidence than the level of confidence of either an indicated mineral resource or an inferred mineral resource, a measured mineral resource may be converted to a proven mineral reserve or to a probable mineral reserve.

An “Indicated Mineral Resource” is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of adequate geological evidence and sampling. The level of geological certainty associated with an indicated mineral resource is sufficient to allow a qualified person to apply modifying factors in sufficient detail to support mine planning and evaluation of the economic viability of the deposit. Because an indicated mineral resource has a lower level of confidence than the level of confidence of a measured mineral resource, an indicated mineral resource may only be converted to a probable mineral reserve.

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. The level of geological uncertainty associated with an inferred mineral resource is too high to apply relevant technical and economic factors likely to influence the prospects of economic extraction in a manner useful for evaluation of economic viability. Because an inferred mineral resource has the lowest level of geological confidence of all mineral resources, which prevents the application of the modifying factors in a manner useful for evaluation of economic viability, an inferred mineral resource may not be considered when assessing the economic viability of a mining project and may not be converted to a mineral reserve.

Mineral Reserves

17 CFR § 229.1300 defines a “Mineral Reserve” as an estimate of tonnage and grade or quality of indicated and measured mineral resources that, in the opinion of the qualified person, can be the basis of an economically viable project. More specifically, it is the economically mineable part of a measured or indicated mineral resource, which includes diluting materials and allowances for losses that may occur when the material is mined or extracted. A “Proven Mineral Reserve” is the economically mineable part of a measured mineral resource and can only result from conversion of a measured mineral resource. A “Probable Mineral Reserve” is the economically mineable part of an indicated and, in some cases, a measured mineral resource.

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2.8	Qualified Person
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This report was compiled by SRK, with contributions from Nordmin, M3, CNI, KCB, INTERA, Tetra Tech, H&A, LCG, and Met Engineering. All ten firms are third-party firms comprising mining experts in accordance with 17 CFR § 229.1302(b)(1). IE has determined that all ten firms meet the qualifications specified under the definition of qualified person in 17 CFR § 229.1300.

Nordmin prepared the following sections of the report:

·	Section 4<br> (Accessibility, Climate, Local Resources, Infrastructure & Physiography)
·	Section 5<br> (History)
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·	Section 6<br> (Geological Setting, Mineralization, and deposit)
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·	Section 7<br> (Exploration)
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·	Section 8<br> (Sample Preparations, Analysis, and Security)
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·	Section 9<br> (Data Verification)
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·	Section 11<br> (Mineral Resource Estimates)
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·	Related<br> contributions to Section 1 (Executive Summary), Section 22 (Interpretation and<br> Conclusions), Section 23 (Recommendations) and Section 24 (References)
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In sections of this report prepared by Nordmin, references to the Qualified Person or QP are references to Nordmin and not to any individual employed at Nordmin.

M3 prepared the following sections of the report:

·	Section 10<br> (Mineral Processing and Metallurgical Testing.)
·	Section 14<br> (Processing and Recovery Methods)
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·	Section 15<br> (Infrastructure), with the exception of 15.5 (Tailings) and 15.6.1 (Power Sources)
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·	Section 18<br> (Capital and Operating Costs), portions relating to process, infrastructure, and G&A
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·	Related<br> contributions to Section 1 (Executive Summary), Section 22 (Interpretation and<br> Conclusions), Section 23 (Recommendations) and Section 24 (References)
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In sections of this report prepared by M3, references to the Qualified Person or QP are references to M3 and not to any individual employed at M3.

CNI prepared the following sections of the report:

·	Section 13.2<br> (Geotechnical)
·	Related<br> contributions to Section 1 (Executive Summary), Section 22 (Interpretation and<br> Conclusions), Section 23 (Recommendations) and Section 24 (References)
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In sections of this report prepared by CNI, references to the Qualified Person or QP are references to CNI and not to any individual employed at CNI.

KCB prepared the following sections of the report:

·	Section 15.5<br> Tailings Disposal
·	Related<br> contributions to Section 1 (Executive Summary), Section 22 (Interpretation and<br> Conclusions), Section 23 (Recommendations) and Section 24 (References)
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In sections of this report prepared by KCB references to the Qualified Person or QP are references to KCB and not to any individual employed at KCB.

INTERA prepared the following sections of the report:

·	Section 13.3<br> (Hydrogeology)
·	Section 13.4.1<br> (Ramp Dewatering)
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·	Related<br> contributions to Section 1 (Executive Summary), Section 22 (Interpretation and<br> Conclusions), Section 23 (Recommendations) and Section 24 (References)
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In sections of this report prepared by INTERA, references to the Qualified Person or QP are references to INTERA and not to any individual employed at INTERA.

Tetra Tech prepared the following sections of the report:

·	Section 17.1 (Environmental Studies, Permitting, and Plans, Negotiations, or Agreements with Local Groups<br>or Individuals), with the exception of Section 17.1.9 (Groundwater Monitoring) and 17.1.10 (Material Characterization)
·	Sections 17.2 (Permitting and Authorizations) and 17.6 (Local Individuals and Groups)
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•	Related contributions to Section 1 (Executive Summary), Section<br>17.8 (QP Opinion), Section 22 (Interpretation and Conclusions), Section 23 (Recommendations) and Section 24 (References)
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In sections of this report prepared by Tetra Tech, references to the Qualified Person or QP are references to Tetra Tech and not to any individual employed at Tetra Tech.

H&A prepared the following sections of the report:

·	Sections 17.4 (Post-Performance or Reclamations Bonds), 17.5 (Status of Permit Applications), and 17.7<br>(Mine Closure)
·	Related contributions to Section 1 (Executive Summary), Section 17.8 (QP Opinion), Section 22 (Interpretation<br>and Conclusions), Section 23 (Recommendations) and Section 24 (References)
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In sections of this report prepared by H&A, references to the Qualified Person or QP are references to H&A and not to any individual employed at H&A.

LCG prepared the following sections of the report:

·	Sections 17.1.9 (Groundwater Monitoring), 17.1.10 (Material Characterization), and 17.3 (Requirements<br>and Plans for Waste and Tailings Disposal, Site Monitoring, and Water Management During Operations and After Mine Closure)
·	Related contributions to Section 1 (Executive Summary), Section 17.8 (QP Opinion), Section 22 (Interpretation<br>and Conclusions), Section 23 (Recommendations) and Section 24 (References)
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In sections of this report prepared by LCG, references to the Qualified Person or QP are references to LCG and not to any individual employed at LCG.

Met Engineering prepared the following sections of the report:

·	Section 15.6.1<br> (Power Sources)
·	Related<br> contributions to Section 1 (Executive Summary), Section 22 (Interpretation and<br> Conclusions), Section 23 (Recommendations) and Section 24 (References)
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In sections of this report prepared by Met Engineering, any references to the Qualified Person or QP are references to Met Engineering and not to any individual employed at Met Engineering.

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SRK prepared all sections of the report that are not identified in this Section 2.8 as being prepared by Nordmin, M3, CNI, KCB, INTERA, LCG, H&A, Tetra Tech, and Met Engineering. In sections of this report prepared by SRK, references to the Qualified Person or QP are references to SRK and not to any individual employed at SRK.

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3	Property Description
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3.1	Legal Description of Real Property
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The property and rights owned by IE, through IE’s fully-owned subsidiary Mesa Cobre Holding Corp., are described in Appendix A. These rights and titles have been provided by IE and have not been independently verified by Nordmin. The Title Opinion and Reliance letter by Marian Lalonde dated August 30, 2023, of Fennemore Law, Tucson, Arizona, has been relied upon by the QP for this section of the Technical Report.

3.2	Property Location

The Santa Cruz Project is located 11 km west of Casa Grande, Arizona, which is approximately a one-hour drive south of the capital, Phoenix as shown in Figure 3-1. It is approximately 9 km southwest of the Sacaton deposit which was previously mined by ASARCO. The Santa Cruz Project covers a cluster of deposits and exploration areas approximately 11 km long and 1.6 km wide. Access to the Project from Casa Grande is west on West Gila Bend Highway for 7.5 km and then north on unpaved Midway Road for 1.5 km. The Santa Cruz Project centroid is approximately -111.88212, 32.89319 (WGS84) in Township 6 S, Range 4E, Section 13, Quarter C.

Source: IE, 2023

Figure3-1: Santa Cruz Project Location Map

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3.3	Mineral Title, Claim, Mineral Right, Lease or Option Disclosure
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3.3.1	Land Tenure and Underlying Agreements
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In 2021, IE executed an agreement with Central Arizona Resources (CAR) for the right to acquire 100% of CAR’s option over the DR Horton Energy (DRHE) mineral title. In May 2023, IE acquired 5,974.57 acres of surface title to Legend Property Group land (now known as Wolff-Harvard Ventures). The Santa Cruz exploration area covers 47.71 km^2^, including 25.79 km^2^ of private land, 2.6 km^2^ of Stockraising Homestead Act (SRHA) lands, and 238 unpatented claims, or 19.32 km^2^ of BLM land.

3.3.2	Private Parcels

The Santa Cruz Project lies primarily on private land, which is dominantly fee simple. Surface titles and associated rights were acquired by IE as purchases and options on private parcels as shown in Figure 3-2. Mineral title for the Project has been acquired via an option with CAR and staking unpatented federal lode mining claims.

Source: IE, 2023

Figure3-2: Santa Cruz Surface Title

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The three surface titles are summarized as follows:

SurfaceTitle – Legend/Wolff-Harvard

In May 2023, IE acquired the surface title and associated water rights to 5,975 acres encompassing the entire Santa Cruz Project. At closing of the purchase, IE paid a total of $34.3 million to the seller, which includes $5.1 million of previously paid deposits. IE has also issued a secured promissory note to the seller in the principal amount of approximately $82.6 million over a period of 4.5 years. The promissory note includes an annual interest rate of prime plus 1%.

Surface Title –CG100

In May 2022, IE acquired the surface title to 100.33 acres in the northeast area of the Santa Cruz Project. IE has made or shall make the following payments:

·	On<br> the closing date, IE paid the “Initial Payment” of $300,000
·	On<br>the first anniversary of the closing date, IE paid $300,000
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·	On<br> the second anniversary of the closing date, IE shall pay $300,000; and
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·	On<br> the third anniversary of the closing date, IE shall pay the final installment of $600,000<br> to release the deed from escrow.
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Surface Title –Skull Valley

In February 2022, IE acquired the surface title to 20 acres in the southeast area of the Santa Cruz Project.

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The mineral rights are shown in Figure 3-3.

Source: IE, 2023

Figure3-3: Santa Cruz Mineral Title

MineralTitle - DRHE Option

The agreement with DRHE provides that IE, by way of assignment from CAR, has the right, but not the obligation, to earn 100% of the mineral title in the fee simple mineral estate, 39 Federal Unpatented mining claims, and three small approximately 10-acre surface parcels, in cash or IE shares at DRHE’s election, over the course of three years as follows:

·	On<br> the Effective Date, IE paid the “Initial Payment”
·	Within<br> five (5) days following of the expiration of the Due Diligence Period, IE paid<br> “Due Diligence Payment”
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·	On<br> or before the first anniversary of the Effective Date, IE paid “First Payment”
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·	On<br> or before the second anniversary of the Effective Date, IE paid collectively with the<br> Initial Payment, the Due Diligence Payment, and the First Payment, the “Option Payments”;<br> and
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·	Following<br> the exercise of the option on 16 August 2024 and upon the closing date on 21 August 2024, IE<br> shall pay the “Closing Payment”.
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These mineral rights will be formally acquired upon the completion of scheduled payments by IE to the current mineral title holder in August of 2024. At that time, IE will have a unified land and mineral package encompassing the entire Santa Cruz Project.

MineralTitle – CG100

The mineral rights to CG100 were acquired in May 2022 along with the surface title to 100.33 acres in the northeast area of the Santa Cruz Project

MineralTitle - Skull Valley

The mineral rights to Skull Valley were acquired in February 2022 along with the surface title to 20 acres in the southeast area of the Santa Cruz Project.

3.3.3	Federal Unpatented Mineral Claims

IE, by way of assignment and deed from CAR, holds 238 unpatented Federal Mining claims (Appendix A).

DRHE also holds 39 Federal unpatented mining claims in T06S R04E in N/2 Section 12, W/2 Section 23 and W/2 Section 24, which are subject to the option described in Section 3.3.2.

3.3.4	Royalties

Noted royalties on future mineral development of the Project are summarized here:

·	Royalty<br> interests in favor of the royalty holders of a 5% net smelter return royalty interest for<br> minerals derived from all portions of the property pursuant to terms contained therein recorded<br> in the royalty document.
·	Royalty<br> interests in favor of the royalty holder of a 10% net smelter return royalty interest in<br> sections 13, 18, 19, and 24, Township 6 South, Range 4 East, for minerals derived from the<br> property pursuant to terms contained therein recorded in the royalty document.
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·	Rights<br> conveyed to the royalty holder in Sections 13, 18, 19, and 24, Township 6 South, Range 4<br> East, consisting of 10% of one eight-hundredth of Fair Market Value and interest in the Cu<br> and other associated minerals with additional terms, conditions, and matters contained therein,<br> recorded in the royalty documents.
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·	Rights<br> granted to the royalty holders, as joint tenants with right of survivorship, a royalty in<br> sections 13, 18, 19, and 24, Township 6 South, Range 4 East, consisting of 30% of five tenths<br> of 1% of the net smelter return from all minerals with additional terms, conditions, and<br> matters contained therein, recorded in the royalty documents.
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·	Rights<br> conveyed to the royalty holder in sections 13, 23, 24, 25, and 26, Township 6 South, Range<br> 4 East and sections 5, 6, 18, 18, 19, and 30, Township 6 South, Range 5 East, consisting<br> of 60% of one eighth-hundredth of Fair Market Value and interest in the Cu and other minerals<br> with additional terms, conditions, and matters contained therein, recorded in the royalty<br> documents.
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·	Reservation<br> of a 1% royalty interest in favor of the royalty holder recorded in the royalty document,<br> for E^1^/2 of Section5, Township 6 South, Range 5 East, south and west<br> of Southern Pacific RR, “that when mined or extracted therefrom shall be equal in value<br> to 1% of the net smelter returns on all ores, concentrated, and precipitates mined, and shipped<br> from said property.”
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·	Reservation<br> of a royalty interest in favor of the royalty holders in the SW^1^/4<br> of Section 17, Township 6 South, Range 5 East, for an amount equal to one half of 1%<br> net smelter returns in the sale and disposal of all ores, minerals, and other products mined<br> and removed from the above described parcel and sold to a commercial smelter or chemical<br> hydrometallurgical plant or one half of 1% of 60% of the sales price if the mine product<br> is disposed of other than to a commercial smelter, additional provisions contained therein,<br> recorded in the royalty documents.
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3.4	Permits and Authorization
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Current exploration is conducted on private land. Current permits are listed in Table 3-1.

Table3-1: Permit Requirements for Exploration Work Required on Private Land

Permit Name	Agency	Status	Renewal Date	Requirements	Violations
Dust<br>Control Permit DUSTW-23-0362	Pinal<br> County Air Quality Control District (PCAQCD)	Approved	05/11/2024	Bi-weekly<br> inspections; limit vehicle access to work areas; reduce vehicle speeds; water disturbed areas; apply stabilizers as needed; concurrent<br> reclamation; install track-out devices as needed.	No<br> Violations
NOI<br> AZPDES Stormwater General Construction Permit AZCN96111	Arizona<br> Dept. of Environmental Quality	Approved	06/30/2025	Stormwater<br> Pollution Prevention Plan in place; monthly inspections.	No<br> Violations
Temporary<br> Use Permit DSA-22-00200	City<br> of Casa Grande	Approved	11/08/2025	N/A	No<br> Violations
Floodplain<br> Use Permit FUP2206-165	Pinal<br> County	Approved	N/A	Existing<br> grades within the area of disturbance shall be restored per the reclamation plan.	No<br> Violations
Special<br> Flood Hazard Area Permit – CDP-23-01296	City<br> of Casa Grande	Approved	N/A	Existing<br> grades within the area of disturbance shall be restored per the reclamation plan. Stormwater shall be managed per the Stormwater<br> Pollution Prevention Plan.	No<br> Violations
Temporary<br>Use Permit – (Non-SFHA) – DSA-23-00116	City<br> of Casa Grande	Approved	11/08/2025	Existing<br> grades within the area of disturbance shall be restored per the reclamation plan. Stormwater shall be managed per the Stormwater<br> Pollution Prevention Plan.	No<br> Violations
Exploration<br> Drilling Reclamation Plan	Arizona<br> State Mine Inspector (ASMI)	In<br> Review	TBD	Maximum<br> extent of surface disturbance to be left unreclaimed at any one time during exploration operations is 20.0 acres.	N/A

Source: IE, 2023

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The Migratory Bird Treaty Act prohibits “Take” without prior authorization by the U.S. Fish and Wildlife Service (USFWS). This includes “Incidental Take” which is harming or killing that results from, but is not the purpose of, carrying out an otherwise lawful act. Santa Cruz has implemented beneficial practices in accordance with USFWS Nationwide Standard Conservation Measures which include employee education, preconstruction surveys, nest monitoring, and avoidance of active nests. This may affect access points and the ability to perform work on the property.

Existing and past land uses in the Project area and immediately surrounding areas include agriculture, residential home development, light industrial facilities, and mineral exploration and development. Some dispersed recreation occurs in the area. The climate is dry, and most of the Project area is flat, sandy, and sparsely vegetated. Portions of the Project area are in the 100-year flood plain. Within the Project area, approximately 85 acres of land located 1.2 km north of the intersection of N. Spike Road and W. Clayton Road was used during an in situ leaching project in 1991. A Phase 1 Environmental Site Assessment (ESA) was conducted on the Project area (Environmental Site Assessments, Inc. 2023).

There is a large private land package covering the Project area and area of known mineralization. The ability to operate on private land has the potential to reduce lengthy permitting timelines that result from federal permitting processes. The precise list of permits required to authorize the construction and operation of this Project will be determined as the mining and processing methods are designed.

The permit approval process for some permits includes review and approval of the process design. Thus, the project design must be substantially advanced to support the application for those permits. These technical permits typically represent the “longest lead” permits. Technical permits with substantial technical design are needed as part of the applications. The anticipated issuing agencies include:

·	Mined<br> Land Reclamation Plan (ASMI)
·	45-513<br> Groundwater Withdrawal Permit (Arizona Department of Water Resources (ADWR))
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·	Recycled<br> Water Discharge Permit (Arizona Department of Environmental Quality (ADEQ))
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·	Aquifer<br> Protection Permit(s) (ADEQ)
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·	Air<br> Quality Operating Permit (PCAQCD)
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·	General<br> Plan Amendment (City of Casa Grande)
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·	Zone<br> Change or Planned Area of Development (PAD) Amendment (City of Casa Grande)
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·	Site<br> Plan Approval (City of Casa Grande)
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3.5	Environmental Liabilities
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The 2023 Phase I ESA, completed by Environmental Site Assessments, Inc. found the following environmental liabilities associated with the Santa Cruz Project:

·	An<br> ASARCO/Freeport McMoRan joint venture operated an In Situ Leach Pilot Test from circa 1980s<br> until late 1990s. Operations were mainly within Section 13 of the subject site. As part<br> of a Class III Underground Injection Control permit for the In Situ Leach Pilot Test<br> there is a special warranty deed and an aquifer exemption in place for a portion of the site<br> stating, in general, that no drinking water wells shall be completed in the subsurface zone<br> over the interval from approximately 800-ft to 4,000-ft below the ground surface over an<br> approximate aerial extent of 960 acres. The aquifer exemption is under the jurisdiction of<br> the U.S. Environmental Protection Agency (EPA) Region 9 and shall remain on the property<br> in perpetuity. This limitation of the site is representative of a controlled recognized environmental<br> condition (REC). The Santa Cruz Project will comply with this regulatory limitation during<br> all phases of the Project.
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·	Screening<br> of former crop fields at the site evaluated as part of the 2008 Phase II ESA identified agrochemical<br> contaminate concentrations in excess of Soil Remediation Limits (SRLs). Surficial crop field<br> agrochemical contamination represents a recognized environmental condition for the site.
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·	The<br> Santa Cruz Project recognizes that agrochemical contamination of soils will need to be further<br> assessed prior to any earthwork for redevelopment of former crop fields, in order to verify<br> that agrochemical contaminate levels are below ADEQ SRL’s for the intended use.
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·	Previous<br> evaluations identified elevated concentrations of the pesticides DDE, DDT, dieldrin, and<br> toxaphene in the surficial soils surrounding a concrete loading pad in the southeast portion<br> of Section 24 just northwest of the intersection of Highway 84 and Midway Road.
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The Santa Cruz Project currently has no plans for development in this area, however, the team recognizes that agrochemical contamination of soils will need to be further assessed prior to any earthwork for redevelopment of this portion of the property, in order to verify that agrochemical contaminate levels are below ADEQ SRL’s for the intended use.

In summary, the Santa Cruz Project acknowledges and fully comprehends the environmental liabilities identified in the 2023 Phase I Environmental Site Assessment (ESA). The Project team is committed to adhering to all regulatory limitations associated with the site and will ensure all necessary measures to address the recognized environmental concerns associated with the site are taken prior to development.

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4	Accessibility, Climate, Local Resources, Infrastructure and Physiography
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The Santa Cruz Project is located 60 km south-southwest of the greater Phoenix metropolitan area and is accessed from the Gila Bend highway, 9 km west from the city of Casa Grande (population of 57,699 persons). The Santa Cruz Project, as shown in Figure 4-1, is surrounded by current and past-producing copper mines and processing facilities. The greater Phoenix area is a major population center (approximately 4.8 million persons) with a major international airport (Phoenix Sky Harbor International Airport), and well-developed infrastructure and services that support the mining industry. The cities of Casa Grande, Maricopa, and Phoenix can supply sufficient electricity, water, skilled labor, and supplies for the Santa Cruz Project.

Source: IE, 2023

Figure4-1: Location Map

4.1	Climate

The climate at the Santa Cruz Project is typical of the Sonoran Desert, with temperatures ranging from -7 degrees Celsius (°C) (19 degrees Fahrenheit (°F)) to 47°C (117°F) and average annual precipitation ranging from 76˚ to 500 millimeters (mm) (3 to 30 inches) per year. Precipitation occurs as frequent low-intensity winter (December/January) rains and violent summer (July/August) “monsoon” thunderstorms (Figure 4-2). The Santa Cruz Project site contains no surface water resources. Storm runoff waters from the site are drained toward the Santa Cruz River by minor tributaries to the Santa Rosa and North Santa Cruz washes. Operations at the Santa Cruz Project site can continue year-round as there are no limiting weather or accessibility factors.

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Source: IE, 2023

Figure4-2: Average Temperatures and Precipitation

The wind is usually calm. The windiest month is May, followed by April and July. May’s average wind speed of around 5.5 knots (6.4 mph or 10.3 km/h) is considered a light breeze. IE has instituted measures to reduce dust that could be produced at the Santa Cruz Project site.

4.2	Local Resources

IE is in the process of transferring Irrigation Grandfathered Rights and Type 1 Non-Irrigation Grandfathered Water Rights in association with the private land purchased in 2023. To date, water for exploration drilling has been sourced from the City of Casa Grande. IE is planning on sourcing water from wells on the Project property in the future.

Electrical power is available along Midway Road with a high voltage line along the Maricopa-Casa Grande Highway along the northern edges of the Santa Cruz Project area. Also, an east-west rail line parallels the Highway and passes through Casa Grande. A natural gas line is available along Clayton Road on the southern side of the Project area.

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IE is securing water rights and additional lands surrounding the Santa Cruz and Texaco deposits to allow for future mine development activities including potential tailings storage, potential waste disposal, and processing plant areas, as well as space for ramps for underground development.

4.3	Physiography

The Santa Cruz Project is in the Middle Gila Basin, entirely within the Sonoran Desert Ecoregion of Basin and Range Physiographic Province. The area is characterized by low, jagged mountain ranges separated by broad alluvial-filled basins. This portion of the Sonoran Desert is sparsely vegetated with greater variability near washes and in areas that have long lain fallow. Near washes and longer abandoned areas, catclaw acacia, mesquite, creosote bush, bursage, and salt cedar are common. The Santa Cruz Project area is flat and featureless with an elevation of 403±5 masl and sloping gently to the northwest. Much of the Santa Cruz Project area has been used for irrigated agriculture, with decaying remnants of an extensive system of wells and concrete lined ditches still present. The alignments of furrows are still visible despite decades of lying fallow. Efforts at real estate development in the 1990s and 2000s have also left visible remnants with preliminary roadworks and some planting (palm trees) overlying the previous agricultural remains. Soils proximal to washes tend to be more sand and gravel-rich, while soils in old agricultural areas are more silt and clay-rich. The physiography is further described in Table 4-1.

Table4-1: Description of Physiography of the Casa Grande Area, Santa Cruz Property

General<br> Physiographic Area	Intermontane<br> Plateaus
Physiographic<br> Province	Basin<br> and Range
Physiographic<br> Section	Sonoran<br> Desert
Alteration	Potassic,<br> Phyllic, and Argillic – more intense in mineralized areas
Associated<br> Rocks	Breccia<br><br> <br>Conglomerate<br><br> <br>Schist<br><br> <br>Porphyry<br><br> <br>Granite<br><br> <br>Diabase
Rock<br> Unit Names	Gila Conglomerate<br><br> <br>Laramide Porphyry<br><br> <br>Oracle Granite<br><br> <br>Pinal Schist

Source: Nordmin, 2023

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5	History
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5.1	Introduction
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Historically, there were three main deposit areas that are part of the current Santa Cruz Project: Texaco (to the northeast), Santa Cruz North (southwest of Texaco), and Casa Grande West/Santa Cruz South which is the southernmost deposit (Figure 5-1). ASARCO owned and drilled the Texaco and Santa Cruz North deposits. Hanna-Getty owned and drilled the Casa Grande/Santa Cruz South deposit. In 1990, ASARCO entered a joint venture with Freeport McMoRan Copper & Gold Inc. on the Texaco land position. Hanna-Getty continued to own and operate the Casa Grande West/Santa Cruz South deposit.

The first discovery of copper mineralization in the area occurred in February 1961 by geologists from ASARCO. They discovered a small outcrop of leached capping composed of granite cut by a thin monzonite porphyry dyke. The outcrop was altered to quartz-sericite-clay with weak but pervasive jarosite-goethite and a few specks of hematite after chalcocite, particularly in the dyke.

ASARCO proceeded with preliminary geophysical surveys that same year, including IP, resistivity, seismic reflection, and magnetics. Upon positive results from the geophysical surveys, a small drill program of six holes was funded, with the last hole being the first to intersect the significant mineralization that became known as the West Orebody and, in time, the Sacaton open pit mine (Figure 5-1).

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Source: IE, 2023

Figure5-1: Historical Drill Collars, Deposit, and Exploration Area Names (white) as well as Current Project Names for IE and Neighboring Project(in yellow)

Encouraged by the discovery at Sacaton, ASARCO expanded exploration efforts across the Casa Grande Valley and in 1964 the first hole was drilled on the Santa Cruz Project. By May 1965, seventeen drillholes were completed without similar success, and ASARCO reduced its land position. Subsequent reviews in 1970-1971 deemed the Santa Cruz Project worth renewed exploration activity. Following the initiation of the Santa Cruz Joint Venture (SCJV) between ASARCO Santa Cruz, Inc. and Freeport McMoRan Copper & Gold Inc. in 1974, additional ground was acquired around the Santa Cruz North deposit. By this time, various joint ventures, as below, had staked considerable ground over and around what would eventually be the Casa Grande West (now Santa Cruz) deposit.

In 1973, David Lowell put together an exploration program called the Covered Area Project (CAP) that was funded first by Newmont Mining, then, in succession, by a joint venture between Newmont and Hanna Mining, then Hanna with Getty Oil Corp. and Quintana Corp.; though both Quintana and Newmont would pull out of the project before any discoveries were made. In 1974, after having systematically drilled over 120 holes at 20 projects across Southwestern Arizona, David Lowell and his team focused their attention on the Santa Cruz system (which Lowell and his team called the Casa Grande project). ASARCO had just put the Sacaton operation into production and Lowell and associates were aware of the evidence for shallow angle faulting and potential for dissected porphyry mineralization that might have been displaced undercover in the Casa Grande Valley (Lowell, unpublished personal communication). Furthermore, the CAP program had compiled historic data of the area that indicated several water wells drilled had returned pebbles of Cu-oxide mineralization. Careful stream mapping and drainage analysis revealed that the Santa Cruz River had reversed flow directions at least twice in recent history, and it was this revelation that allowed Lowell to trace the exogenous oxide-Cu pebbles back to the Santa Cruz deposit area. They discovered evidence for porphyry mineralization in their first drillhole, which intersected leached capping, and by their seventh hole (CG-7), they had intersected significant supergene enriched Cu mineralization at what they called the Casa Grande West deposit. Drilling under the CAP program continued through to 1977, at which point Hanna Mining took over as operator under a joint venture with operation funding from Getty Oil Corp. Between 1977 and 1982, Hanna-Getty advanced a tight spaced drill program that delineated an estimated 500 Mt of 1% Cu at Casa Grande West, and countless exploration holes in the surrounding Casa Grande Valley (Lowell unpublished personal communication). The decision to go underground and mine the Casa Grande West deposit was never made, and the combination of encroaching real estate, the growing environmental movement, and potential mismanagement by Hanna-Getty followed by the fall of Cu commodity prices all resulted in the Casa Grande West project becoming inactive in the early 80s.

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5.2	Previous Exploration
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5.2.1	Sacaton Mine
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ASARCO went on to mine the Sacaton deposit from 1974 to 1984. The Sacaton deposit was mined using open pit methods with the beginnings of underground workings initiated but depressed Cu prices resulted in the halt of all mining at Sacaton. Table 5-1 shows the historical mine production from Sacaton.

Table5-1: Sacaton Historical Mine Production (Fiscal Years Ended December 31)

Year	Ore Milled Short Tons	Mill Grade Cu%	Cu Short Tons	Au Troy Oz.	Ag Troy Oz.
1974	2,020,000	0.63	9,516	N/A	N/A
1975	3,630,000	0.74	21,918	3,153	N/A
1976	3,782,000	0.71	22,021	3,151	N/A
1977	3,471,000	0.70	19,872	3,103	N/A
1978	4,153,000	0.67	23,042	3,691	N/A
1979	4,006,000	0.65	21,367	3,558	142,000
1980	3,819,000	-	16,097	2,504	124,000
1981	4,103,000	-	21,015	3,334	172,000
1982	4,165,000	-	20,892	2,499	154,000
1983	4,003,000	-	18,794	1,983	134,000
1984	1,000,000	-	4,496	479	33,000
Total	38,152,000	0.69	199,030	27,455	759,000

Source: Nordmin, 2023

5.2.2	Santa Cruz and Texaco Deposits

Several deposits, including Santa Cruz South (also known as Casa Grande West), Santa Cruz North (the Santa Cruz North and South deposits are collectively referred to as the “Santa Cruz deposit”), Texaco, and Parks-Salyer were identified during ASARCO drilling in the 1960s and subsequent drilling in the 1970s and 1980s by numerous exploration companies including Newmont Mining, Hanna, Hanna-Getty, and a joint venture between ASARCO Santa Cruz Inc. and Freeport McMoRan Copper & Gold Company (SCJV). In total, 362 drillholes totaling 229,577 m have been drilled by previous owners delineating the cluster of deposits. Table 5-2 presents a summarized history of exploration on the property. There are no records of work by Texaco, but the company held land over what is now called the Texaco deposit.

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Table5-2: History of Exploration Activities Across the Santa Cruz and Texaco Deposits

Dates	Activities	Company(s)	Description	Notes
1961	Prospecting<br> and discovery	ASARCO	ASARCO<br> geologists Kinnison and Blucher identify Sacaton Discovery Outcrop	An<br> outcrop of granite with a thin dyke of porphyry was discovered.
1961	Geophysical<br> Surveying	ASARCO	ASARCO<br> Geophysical Dept. report	Geophysical<br> surveys including IP, resistivity, magnetics.
1962	Drilling	ASARCO	Six<br> exploration drillholes at Sacaton	The<br> first five holes cut sulfides, but only a few short runs of ore grade rock. The sixth hole was the first hole within the West Orebody.
1964	Drilling	ASARCO	Five<br> holes were drilled near the Santa Cruz deposit by ASARCO (SC-2 to SC-6)	These<br> were exploration drillholes, none of which intersected the main mineralization at Santa Cruz. SC-5 was drilled nearly 3 km SW of<br> the main deposit.
1965	Drilling	ASARCO	11<br> holes were drilled near the Santa Cruz deposit by ASARCO (SC-7 to SC-17)	These<br> were exploration drillholes, SC-1 was drilled along the western margin of the subsequent Independent Mining Consultants, Inc.<br> (IMC) block model. And SC-16 was just to the East of the future Santa Cruz North deposit. SC-17 was drilled approximately 4 km SW<br> of the Casa Grande deposit (furthest step out exploration hole in the database).
1974	Drilling<br> and Discovery	Hanna-Getty	Five<br> holes were drilled around Santa Cruz North and one at Casa Grande by Hanna-Getty (CG-1 to CG-6)	Six<br> holes drilled by Hanna-Getty under the CAP led by Lowell, one of which (CG-3) intersected near ore grade mineralization along the<br> western boundary of what would become the Santa Cruz North and Casa Grande deposits.
1974	Drilling<br> and Discovery	ASARCO	SC-18,19<br> and 20 are drilled at Santa Cruz North by ASARCO	Following<br> the initiation of exploration in the Santa Cruz area by the CAP initiative, led by Lowell, ASARCO re-initiated exploration drilling<br> in the area. All three holes intersected porphyry-style mineralization at what would be called the Santa Cruz North deposit.
1975	Drilling	Hanna-Getty	Two<br> holes were drilled at Casa Grande, two holes drilled at Santa Cruz North and one hole drilled at Texaco by Hanna-Getty (CG-7 to CG-11)	Hole<br> CG-7 was the first intersection of ore grade mineralization, as reported by Lowell.
1975	Drilling<br> and Discovery	ASARCO	Four<br> holes were drilled at Santa Cruz North and one at Texaco by ASARCO (SC-21 to SC-24)	ASARCO<br> drilled five holes, three nearby 1974 drilling that intersected mineralization at Santa Cruz North, and two exploration step out<br> holes each 1.5 km to the NE of the Santa Cruz North area, SC-21, and SC-23 which intersected the Texaco deposit mineralization.
1976	Drilling<br> and land position expansion	Hanna-Getty	Two<br> holes were drilled at Santa Cruz North and 14 holes were drilled at Casa Grande by Hanna-Getty (CG-12 to CG-33)	Bolstered<br> by success in CG-7, and led by Lowell, key ground over what would eventually be the Casa Grande deposit was picked up, and exploration<br> drilling advanced through 1976.
1976	Drilling	ASARCO	One<br> hole was drilled approximately 1 km NE of the Casa Grande deposit (SC-25), and six holes were drilled at Texaco (SC-27, -28, -29,<br> -30, -31, and -34)
1977	Drilling<br> and Operatorship change	Hanna-Getty	One<br> hole was drilled at Texaco (CG-48), and 45 holes were drilled at Casa Grande (CG-34-CG-79)	Hanna-Getty<br> took over operatorship from Lowell and the CAP team and began a close-spaced drill program to delineate the ore body at Casa Grande.
1977	Drilling	ASARCO	Six<br> holes were drilled at Texaco and 12 holes were drilled at Santa Cruz North by ASARCO (SC-35 to SC-52)
1978	Drilling	Hanna-Getty	One<br> hole was drilled north of Santa Cruz North and 31 holes drilled at Casa Grande by Hanna-Getty (CG-80 to CG-122)
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Dates	Activities	Company(s)	Description	Notes
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1979	Drilling	Hanna-Getty	Six<br> holes drilled by Hanna-Getty approximately 1 km west of the Casa Grande and Santa Cruz North deposits
1979	Drilling	ASARCO	Four<br> holes were drilled at Santa Cruz North by ASARCO (SC-55 to SC-58)
1980	Drilling	ASARCO	Six<br> holes were drilled at Santa Cruz North by ASARCO (SC-59 to SC-64)
1981	Drilling	Hanna-Getty	Two<br> holes were drilled north and west of Santa Cruz North
1982	Drilling	Hanna-Getty	Two<br> holes were drilled north and west of Santa Cruz North
1990-1991	Land<br> Consolidation	SCJV<br> (ASARCO, Santa Cruz Inc., and Freeport McMoRan Copper & Gold Inc.) – Texaco	Texaco<br> approached SCJV (ASARCO-Freeport) regarding the sale of the Texaco land position	A<br> series of internal memos from SCJV discussed the opportunity and holding costs and why they should acquire the lands from Texaco.
1994	In<br> situ Cu Mining Research Project	US<br> Bureau of Reclamation (USBR) and SCJV		Permits<br> received to begin injection of sulfuric acid.
1995	In<br> situ Cu Mining Research Project	USBR<br> – SCJV		Pilot<br> plant completed.
1996	Drilling	SCJV	11<br> holes drilled at and around Texaco by ASARCO (SC-65 to SC-74)
1996	In<br> situ Cu Mining Research Project	USBR-SCJV		Mining<br> test started In February.
1997	Drilling	SCJV	Four<br> holes were drilled by ASARCO at Texaco (SC-75 to SC-78)
1997	In<br> situ Cu Mining Research Project	USBR-SCJV	Lost<br> funding – closure started	USBR<br> lost Congressional funding in October. Injection continued until December.
1998	In<br> situ CU Mining Research Project	USBR-SCJV	State<br> required closure activities – final report to Bureau of Reclamation	Pumping<br> continued until the end of February. Plant to care and maintenance. The final research report was never made public.

Source: IE, 2023

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5.3	Previous Reporting
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5.3.1	Hanna 1982
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Watts Griffis McOuat Ltd. (Watts Griffis McOuat) calculated a historical mineral inventory for Hanna Mining in 1982. Mineralization was determined from sections by calculating areas from drillhole intercepts and distance between holes, and by assigning the weighted average grade of the neighboring holes to each area. In the case of a single hole in a section, the grade of that hole was assigned to that area.

Watts Griffis McOuat recommended additional consideration be given to a more flexible mining method such as sublevel caving.

5.3.2	In Situ Joint Venture 1997

In 1986, the Bureau of Mines obtained Congressional approval and funding to study in situ copper mining. In 1988, the Santa Cruz deposit was selected for this research project sponsored by a joint venture program between landowners ASARCO Santa Cruz Inc. and Freeport McMoRan Copper & Gold Inc., and the US Department of the Interior, Bureau of Reclamation, who funded most of the program.

Field testing began in 1988, and the test wells were constructed in 1989 in a 5-point pattern with one injection well centered between four extraction wells. Salt tracer tests were conducted in 1991, permits for the use of sulfuric acid were received in 1994, and the solvent extraction-electrowinning (SX-EW) pilot plant was completed in 1995.

The in-situ testing began in February 1996, but research funding was halted in October 1997 due to a change from Congress. Utilizing the carryover funds from previous years of the program, injections continued until December 1997 and pumping until mid-February 1998. At this point, the remaining fluids in the leach zone were less acidic, and metals remaining in the solution were redeposited into the ore body through precipitation. A final report was not made publicly available. However, a newsletter from the project was circulated in March 1998 and noted that 35,000 lbs of Cu were extracted.

5.3.3	IMC 2013

IMC constructed a block model for the Santa Cruz South deposit, the Texaco deposit, and the Parks-Salyer deposit for Russell Mining and Minerals in 2013. The block model for the Santa Cruz South deposit was based on 116 drillholes with 18,034 assay intervals for a total of approximately 342,338 feet (ft) (104,344 m) of drilling, in which 90.7% of the intervals were assayed for Cu. 40% of the drill intervals were assayed for acid soluble Cu and 5% for cyanide soluble Cu.

The block model for the Texaco deposit was based on all Cu drilling data available as of April 5, 2013. The block model was based on 29 drillholes with 2,281 assay intervals for a total of approximately 82,696 ft (25,205 m) of drilling, in which 92.5% of the intervals were assayed for Cu. Less than 9% of the drill intervals were assayed for acid soluble Cu or cyanide soluble Cu.

The block model for the Parks-Salyer deposit was based on seven drillholes with 7,398 ft (2,254 m) of drilling. The model incorporated the topography, the bottom of the conglomerate, and the top of the bedrock, as well drillhole collars, and downhole information, plus additional drillhole data from outside the model limits. These surfaces are a rough approximation based on the limited amount of information available.

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5.3.4	Stantec-Mining 2013
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Stantec completed a conceptual study for Presidio Capital in August 2013 on the Santa Cruz South, Texaco, and Sacaton exploration properties.

5.3.5	Physical Resource Engineering 2014

In 2014 Physical Resource Engineering completed a conceptual study, “Mining Study Exploitation of the Santa Cruz South deposit by Undercut Caving” for Casa Grande Resources LLC.

5.4	Ivanhoe Electric Technical Report Summaries
5.4.1	Mineral Resource Estimate 2021
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Nordmin produced a Mineral Resource Estimate for IE dated December 8, 2021 included within the Technical Report Summary dated June 8, 2022.

5.4.2	Mineral Resource Estimate Update 2022

Nordmin produced a Mineral Resource Estimate for IE dated December 31, 2022 entitled “Mineral Resource Estimate Update and S-K 1300 Technical Report Summary for the Santa Cruz, Texaco, and East Ridge Deposits, Arizona, USA.” The Mineral Resource Estimates for the Santa Cruz and East Ridge Deposits from this report are used for this IA and are available in Section 11.9.

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5.5	Historical Production
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No historical production has been carried out on the property.

5.6	QP Opinion

The Nordmin QP is of the opinion that the historical exploration, as described above, are reasonable indicators of what IE could expect to encounter with continued exploration. The reader is cautioned that the historical reports listed above vary between different sources and therefore should be considered as an indicative only.

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6	Geological Setting, Mineralization, and Deposit
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6.1	Regional Geology
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The Santa Cruz Project is located within an approximately 600 km long northwest to southeast trending metallogenic belt known as the Southwestern Porphyry Belt, which extends from northern Mexico into the southwestern United States. The belt includes many productive copper deposits in Arizona such as Mineral Park, Bagdad, Resolution, Miami-Globe, San Manuel-Kalamazoo, Ray, Morenci, and the neighboring Sacaton Mine (Figure 6-1). These deposits lie within a broader physiographic region known as the Basin and Range province that covers and defines most of the southwestern United States and northwestern Mexico. This region is characterized by linear sub-parallel mountain chains separated by broad flat valleys formed by regional tectonic extension during the mid- to late-Cenozoic Period.

Source: IE, 2023

Figure 6-1: Regional Geology ofthe Southwestern Porphyry Belt and the Cu Porphyry Deposits in the Area around the Santa Cruz Project

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Basement geologic units of Arizona consist of formations developed during the Paleoproterozoic collisional orogeny that were subsequently stitched together by anorogenic granitic plutonic suites within the Mesoproterozoic. Basement Proterozoic lithologies at the Santa Cruz Project are represented by three primary units: Pinal Schist, Oracle Granite, and Diabase dykes.

The Pinal Schist is a metasedimentary to metavolcanic basal schist which spans much of southern Arizona. Proterozoic anorogenic granitic complexes were emplaced into the schist between 1450-1350 Ma. Continental rifting in the Mesoproterozoic brought both Paleo- and early Mesoproterozoic granitic complexes to the surface where they were subsequently buried beneath early Neoproterozoic rocks of the Apache Group, which represents a very shallow intracontinental basin. Around 1100 Ma, these rocks were intruded by Diabase intrusions related to the break-up of the Rodinia supercontinent. Throughout the Paleozoic Era, Arizona was located within a craton with major disconformities in the stratigraphy interpreted to represent relative sea level changes. Continental shortening throughout the Cretaceous period is contemporaneous with diachronous magmatism within the same location (Tosdal and Wooden, 2015). Cessation of magmatic activity in the Paleocene Period marked the onset of erosion of the uplifted arc, which lay southwest of the Colorado Plateau.

6.2	Metallogenic Setting

The porphyry copper deposits within the Southwestern Porphyry Copper Belt are the genetic product of igneous activity during the Laramide Orogeny (80 Ma to 50 Ma). Laramide porphyry systems near the Santa Cruz Project define a southwest to northeast linear array orthogonal to the trend of magmatic arc environment.

During the tectonic extension of the mid-Cenozoic Period, the Laramide arc and related porphyry copper systems were variably dismembered, tilted, and buried beneath basin alluvium and conglomeratic deposits that fill the Casa Grande Valley. Prior to concealment, many of the Laramide porphyry systems of Arizona experienced supergene enrichment events that make them such economically significant deposits.

Supergene alunite from the Sacaton porphyry copper deposit, located approximately 8.5 km from the Santa Cruz deposit, was K-Ar dated at 41 Ma (Cook, 1994). At the Santa Cruz Project, evidence for multiple cycles of supergene enrichment is represented by multiple chalcocite and oxide-copper ”blankets”. These “blankets” were developed oblique to each other as a result of rotation and subsequent overprinting by new supergene blankets. This enrichment has been shown to occur throughout the Tertiary Period and ceased with the deposition of overlying sedimentary packages, comprised predominantly of conglomerates, which changed the hydrology near the deposits. The earliest supergene enrichment is interpreted to have occurred in the Eocene Epoch (Tosdal and Wooden, 2015).

6.3	Santa Cruz Project Geology

The Santa Cruz Project is comprised of five separate areas along a southwest-northeast corridor. These areas from southwest to northeast are known as the Southwest Exploration Area, the Santa Cruz deposit, the East Ridge deposit, the Texaco Ridge Exploration Area, and the Texaco deposit. Each of these deposits represent portions of one or more large porphyry copper systems separated by extensional Basin and Range normal faults. Each area has variably experienced periods of erosion, supergene enrichment, fault displacement and tilting into their present positions due to Basin and range extensional faulting (Figure 6-3).

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Source: IE, 2023

Figure 6-2:Generalized Cross-section of the Santa Cruz - Sacaton System

6.3.1	Santa Cruz Project Lithologies

The bedrock geology at the Santa Cruz Project is dominated by Oracle Granite (1450 to 1350 Ma) with lesser proportions of Proterozoic Diabase intrusions (1100 Ma), dipping at ~40 degrees (°) to 50° to the south-southwest, and Laramide porphyry intrusions (75 Ma), dipping at ~30° to 40° to the southwest.

The Oracle Granite is prevailingly a coarse-grained hypidiomorphic biotite granite with large pink or salmon-colored orthoclase feldspars 32 mm to 38 mm across that gives rock a pink or gray mottled appearance on fresh surfaces. Groundmass composed of uniformly sized, 5 mm, grains of clear white feldspar and glassy quartz with greenish-black masses of biotite and magnetite. Composition suggests that rock should be classed as quartz monzonite rather than granite. Surface exposures of light-buff color. Age is interpreted to be 1450 Ma to 1350 Ma (Tosdal and Wooden, 2015). Alteration minerals are dominated by secondary orthoclase and sericite.

Proterozoic diabase is Holocrystalline, medium- to coarse-grained ophitic to subophitic textures with plagioclase and clinopyroxene (augite) as the dominant primary phases. Magnetite, oligoclase, sulfide (pyrite and chacopyrite) mineralization are reported as minor phases within the diabase. These diabase intrusions were dominantly emplaced as horizontal to sub-horizontal sills, though rare dykes are recognized. These dykes are associated with local discrete increases in observed hypogene sulfide mineralization – interpreted as being a more reactive and receptive host rock for hydrothermal fluid deposition of sulfide mineralization. Historic petrographic thin section analysis indicates diabase is dominantly associated with hydrothermal biotite and epidote.

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Laramide porphyry intrusions are strongly associated with primary hypogene mineralization. The porphyry has a quartz monzonite composition (35% quartz, 6% biotite, 29% feldspar, 30% K-feldspar, and plagioclase) with 40% phenocrysts averaging 1.5 mm and 60% aplitic to aphanitic groundmass. Quartz phenocrysts are less than 10 mm, sub-spherical, and comprise approximately 25% of the phenocrysts. Biotite makes up 15% of the phenocrysts and are less than 5 mm. Subhedral plagioclase phenocrysts, 60%, are generally less than 7 mm. There are two distinct groups of Laramide-aged porphyry intrusions. One contains quartz phenocrysts <5% by volume, and is generally associated with increased biotite phenocrysts as well as increased biotite content in the groundmass, typically giving this unit a darker color. The other variant contains more quartz phenocrysts (>5%), and is often described as being more siliceous and lighter in color.

A later late biotite-quartz feldspar monzonite porphyry is composed of 15% biotite, 25% K-feldspar, 40% plagioclase and 20% quartz with 15% phenocrysts consisting of 20% biotite, 70% plagioclase and 10% quartz in an aphanitic 15% biotite, 30% K-feldspar, 35% plagioclase, 20% and quartz groundmass with 0.06 mm average crystal size.

Alteration minerals in mineralized Laramide dykes are dominated by hydrothermal biotite, sericite, and lesser orthoclase feldspar.

Directly overlying the erosional surface of the basement rocks is a series of sedimentary and volcanic units. These consist of predominantly syn-extensional sediments and conglomerates, airfall volcanic tuffs, and andesitic basalts associated with dykes or flows. Sediments and conglomerate units include the Alluvium, Gila Conglomerate, Whitetail Conglomerate, and Basal Conglomerate. The Gila Conglomerate and Whitetail Conglomerate are separated stratigraphically and conformably by a thin marker bed of rhyolitic Apache Leap Tuff (20 Ma) usually of no greater thickness than 1 m. Basaltic dykes or flows include the Mafic Conglomerate unit which exists variably above, below, or intercalated within the Basal Conglomerate.

The syn-extensional sedimentary and volcanic units are well understood across the Santa Cruz Project and have all been intersected in numerous drilling intersections through coring from surface. A general stratigraphic cross-section can be viewed in Figure 6-4. Quaternary alluvium consists of poorly sorted silt and sand spread out in a thin veneer across the entirety of the Casa Grande Valley, reaching up to 70 m thick near the Santa Cruz River and displays a conformable relationship with underlying Gila Conglomerate. Dissected alluvial fans flank the Tabletop Mountain area to the southwest of the Santa Cruz Project and are largely comprised of volcanic rubble.

The Tertiary Gila Conglomerate consists of alternating valley beds most of which are sub-rounded to sub-angular cobble to boulder conglomerates with periodically interbedded layers of moderately sorted sand and gravel, collectively averaging 150 to 300 m thick across the Santa Cruz Project, reaching thickest intersections over paleo-valleys controlled by buried extensional structural block configurations and displays a conformable relationship with the underlying Apache Leap Tuff.

The Tertiary Apache Leap Tuff is defined as a single rhyolitic airfall tuff layer. The tuff layer consists primarily of devitrified quartzofeldspathic cryptocrystalline groundmass and displays a conformable relationship with the underlying Whitetail Conglomerate.

The Tertiary Whitetail Conglomerate is temporally and characteristically regarded as the stratigraphically lower and older equivalent of Gila Conglomerate. It consists of alternating valley beds of mostly angular to subangular cobble to boulder conglomerates with periodically interbedded layers of moderately to poorly sorted sand and gravel. It is interpreted to represent a period of higher intensity erosion. The unit collectively averages 100 m to 400 m thick across the Santa Cruz Project. The thickest intersections are found over paleo-valleys controlled by extensional structural block configurations. It displays a conformable relationship with the underlying Basal Conglomerate or Mafic Conglomerate.

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Tertiary Mafic Conglomerate consists of tightly compacted monomictic conglomerate composed of angular cobble to boulder sized clasts of andesitic to basaltic composition and is distinguished by the abrupt change in clast composition and coloration. The unit collectively averages 10 to 50 m thickness across the Santa Cruz Project but displays layers at the edges of occurrences as narrow as 1 m. The unit displays a conformable relationship with the underlying Basal Conglomerate or Whitetail Conglomerate or an unconformable relationship with the underlying Oracle Granite or Laramide Porphyry.

Tertiary Basal Conglomerate is characterized as a tightly compacted, monomictic conglomerate consisting of angular cobble to boulder sized clasts of Oracle Granite. The unit is also distinguished by a sharp and significant introduction or increase in total hematitic iron oxidation throughout the rock mass. The unit averages 25 m to 100 m thickness across the Santa Cruz Project, reaching the thickest intersections at the base of paleo-valleys due to slope erosion and sedimentation. The unit displays a conformable relationship with the underlying Mafic Conglomerate or an unconformable relationship with the underlying Oracle Granite.

The Santa Cruz Project lithologies are shown in the simplified stratigraphic column (Figure 6-4).

Source: IE, 2023

Figure 6-3:Simplified Stratigraphic Section of Santa Cruz Project Alteration

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6.3.2	Alteration
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Alteration at the Santa Cruz Project is variable across the property based on host lithology and mineralization type. Hypogene hydrothermal alteration assemblages consist predominantly of quartz, secondary biotite, orthoclase, magnetite, sericite, phengite. Low-temperature broad overprints are present consisting of illite and smectite, lesser kaolinite (which occurs primarily in the oracle granite), and late low-temperature chlorite and calcite. Rare subordinate phases such as epidote, albite, and tremolite may also occur. Supergene alteration related to the weathering and oxidation of primary hypogene sulfides. It is also important to note it can be difficult to discriminate from retrograde intermediate-argillic hypogene alteration. Supergene clays occur dominantly in the weathering environment where the breakdown of primary hypogene sulfides results in sulfuric acid and the formation of limonites, alunite, jarosite, and kaolinite-bearing assemblages. Supergene alteration also includes alteration due to heated meteoric groundwater resulting from Miocene igneous activity. This includes late propylitic overprints, smectite clay alteration of mafic to intermediate-composition igneous rocks, smectite alteration along Miocene Basin-and-Range faults, and broad pervasive illite-smectite alteration overprints.

6.3.3	Structural Geology

The Santa Cruz Project lies within the Basin and Range Province, within a domain that has experienced some of the greatest degrees of extensional tectonism Figure 6-2. The Santa Cruz Project, including the Southwest Exploration Area, Santa Cruz deposit, East Ridge deposit, Texaco Ridge Exploration Area, and Texaco deposit represents portions of one or more large porphyry copper systems that have been dismembered and displaced during Tertiary extensional faulting. As such, faulting at the Santa Cruz Project is intimately associated with mineralization and the current deposit configuration in several ways. The extensional fault systems are recognized at Santa Cruz with a transport direction towards the south-west of which D1 is the oldest, followed by D2 faulting.

Firstly, major deep-seated northeast-southwest striking basement structures that run from Colorado to Mexico (i.e., The Jemez Lineament) likely controlled or constrained Laramide age intrusive emplacement and metal endowment during transpressional arc magmatism. These structures have been reactivated multiple times, potentially serving as transfer faults for dextral offset during basin and range extension. Secondly, post-mineral faulting is recognized at Santa Cruz Project, and it is evident that at least three different generations of approximately northeast-southwest striking normal faulting have developed during basin and range extension. This has resulted in significant rotation and offset of fault blocks with the earliest generation of D1 faults exhibiting a sub-horizontal configuration. This rotation and offset of faults and fault blocks during basin and range extension is well documented in Arizona.

Additionally, it is evident within the Santa Cruz Project that post emplacement faulting has controlled and affected groundwater dynamics and the subsequent mobilization and deposition of copper in supergene enrichment processes. These faults also played a role in shaping the paleotopographic landscape and had a controlling influence on the development and distribution of exotic copper mineralization in paleodrainages that are recognized at the Santa Cruz Project.

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6.3.4	Property Mineralization
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The Santa Cruz Project is comprised of five separate areas known as the Southwest Exploration Area, Santa Cruz deposit, East Ridge deposit, Texaco Ridge Exploration Area, and Texaco deposit which represent portions of one or more large porphyry copper systems. Each deposit contains porphyry-style hypogene sulfide mineralization and subsequent tertiary-supergene oxide copper and chalcocite enrichment. Intensity varies by deposit along with speciation, and characteristics depending on spatial and vertical positions and the timing and total amount of overlying post-mineral tertiary sediment deposition.

Mineralization at the Santa Cruz Project is generally divided into three main groups:

1.	Primary hypogene sulfide mineralization: chalcopyrite, pyrite, and molybdenite hosted within quartz-sulfide<br>stringers, veinlets, veins, vein breccias, and breccias as well as fine to coarse disseminations within vein envelopes associated with<br>hydrothermal porphyry-style mineralization. Hypogene mineralization appears to be the most concentrated within the Southwest Exploration<br>Area, Texaco Ridge Exploration Area, and Texaco deposit areas based on IE drillholes. Hypogene mineralization at these locations is defined<br>by elevated amounts of pyrite and chalcopyrite mineralization compared to the other project areas with equal or lesser amounts of molybdenite<br>mineralization.
2.	Secondary supergene sulfide mineralization: dominantly chalcocite which rims primary hypogene sulfides<br>and completely replaces hypogene mineralization. Other sulfides that fall within this category include lesser bornite and covellite as<br>well as djurleite and digenite which have been identified by historic XRD analyses. Supergene sulfide mineralization developed as sub-horizontal<br>domains, known as “chalcocite blankets”, within the phreatic zone (below the paleo water table). They result from the weathering,<br>oxidation, and leaching of sulfides under oxidizing conditions in the vadose zone (above the water table) and the transport and re-precipitation<br>of copper sulfides in a more reducing environment below the water table. Basin and range extension dissected and tilted older chalcocite<br>blankets to the southeast, younger chalcocite blankets may have formed after the bulk of miocene tilting.
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3.	Supergene copper oxide mineralization: Supergene oxide mineralization is dominantly comprised of chrysocolla<br>(copper silicate) with lesser dioptase, tenorite, cuprite, copper wad, and native copper, and as copper-bearing smectite group clays.<br>This mineralization style resides immediately above supergene sulfide mineralization near the paleo water table. Superimposed in-situ<br>within the copper oxide zone is atacamite (copper chloride) and copper sulfates (e.g., antlerite, chalcanthite). Atacamite accounts for<br>much of the copper grades within the oxide zone and requires formation of a brine to precipitate. The timing and mechanism for brine formation<br>and atacamite precipitation remains poorly understood. One possibility is that atacamite may reconstitute copper from supergene copper<br>oxides. As a consequence of this model, atacamite distribution may be controlled by the distribution of readily leachable copper oxides<br>and permeability generated by Miocene faulting. Exogenous, or “exotic” copper occurrences also occur, including copper-oxide<br>cemented gravels, sediments, and conglomerates; copper incorporation into ferricrete and smectite-group clays in the volcaniclastic tephra<br>of the mafic conglomerate and in diabase sills; and finally, reworked clasts containing copper oxide mineralization.
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6.3.5	Mineralization at the Santa Cruz Deposit
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Hypogene Mineralization

Lithologies hosting hypogene mineralization in and around the Santa Cruz deposit include precambrian oracle granite, laramide porphyry, and precambrian diabase.

Primary hypogene sulfide mineralization consists of chalcopyrite, pyrite, molybdenite, and minor bornite hosted within quartz-sulfide stringers, veinlets, veins, vein breccias, and breccias as well as fine to coarse disseminations within vein envelopes associated with hydrothermal porphyry-style mineralization. Lateral and vertical continuity of highest hypogene grades locally varies within the deposit due to clustering of laramide porphyry dike intrusions.

Supergene Mineralization

Prior to burial by Tertiary sediments, hypogene sulfide mineralization near the paleo ground surface was subjected to multiple cycles of oxidation and enrichment resulting in locally abundant atacamite, chrysocolla, and chalcocite mineralization that form a supergene zone with complex geometries up to 600 m thick in vertical drillholes. Supergene mineralization is generally subdivided into supergene sulfide and -oxide mineralization with minor quantities of exotic copper mineralization. Atacamite and associated copper sulfate mineralization occurs dominantly within the copper oxide zone, although the relative timing and mechanism for formation is less well understood. The exotic Cu mineralization is dominantly hosted in the overlying clastic and volcanic rocks at the Santa Cruz deposit. Supergene mineralization at the Santa Cruz deposit reflects a mature, long lived supergene system (nearly complete chalcocite replacement of hypogene sulfides) with a well-developed supergene stratigraphy consisting of distinctly zoned mineralization with chrysocolla overlying chrysocolla-atacamite, overlying atacamite, overlying chalcocite. There is also abundant evidence for post rotational development of multiple supergene enrichment horizons that shows two or more distinct supergene sulfide events. During the tertiary (no later than 15 Ma), the rapid burial of the Santa Cruz deposit led to the cessation of supergene enrichment processes.

6.3.6	Mineralization at the Texaco Deposit

Hypogene Mineralization

Hypogene mineralization at the Texaco deposit has been intersected with over a dozen widely spaced drillholes, historical and modern. However, the hypogene system has not been systematically tested and remains open in several directions. Hypogene mineral assemblages consist of chalcopyrite, pyrite, and molybdenite hosted within sulfide and quartz-sulfide veins, veinlets, vein breccias, and breccias, as well as fine to coarse disseminations within vein envelopes (dominantly replacing mafic minerals biotite and hornblende). Chalcopyrite and pyrite mineralization also occur locally as chemical cements in breccias similar to those found in the Southwest Exploration Area that occur with quartz and gypsum minerals. Hypogene mineralization is related to Laramide-aged quartz-biotite-feldspar granodiorite and latite porphyry dikes. At the Texaco deposit these sulfide minerals are interpreted to exhibit a distinct zoning pattern with a core zone of chalcopyrite-molybdenite, a chalcopyrite zone, and a pyrite zone. The core and chalcopyrite zone host rocks are altered by biotite-orthoclase-sericite and represent a potassic core transitionally overprinted by retrograde phyllic-style veins and alteration. Host rocks in the outer chalcopyrite zone and pyrite zone are altered by quartz-sericite (Kreis, 1978).

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Supergene Mineralization

Drilling by ASARCO at Texaco deposit delineated supergene copper mineralization that remains open in several directions. The supergene mineralization at the Texaco deposit consists of a similar geochemical stratigraphy to that observed at the Santa Cruz deposit. Supergene mineralization contains a well-developed leached cap with abundant limonite consisting of hematite over goethite and minor jarosite. The limonite leached cap zone overlies a chalcocite enrichment blanket of variable thickness. However, supergene mineralization at the Texaco deposit contains much less copper-oxide and copper-chloride mineralization compared to the Santa Cruz deposit. Brochantite (copper sulfate) was also noted as the dominant copper-bearing phase in historic hole SC-23, where it is overprinting chalcocite (Kreis, 1978). Chalcocite mineralization was historically interpreted by previous operators as having been developed in an originally thick sub-horizontal blanket and subsequently thinned due to faulting and extension.

6.3.7	Mineralization at the Texaco Ridge Exploration Area

Recent drilling of the Texaco Ridge Exploration Area has identified some of the highest quartz-sulfide vein densities within the various deposits which may reflect proximity to one of the main hypogene hydrothermal centers. Hypogene mineralization includes quartz vein-hosted and disseminated chalcopyrite, pyrite, and molybdenite. Hypogene mineralization is associated with Laramide-aged biotite granodiorite porphyries, biotite latite porphyries, and rare amphibole-biotite latite porphyry dikes.

As with the Santa Cruz and East Ridge deposits, the Texaco Ridge Exploration Area contains a laterally extensive mafic conglomerate sequence within the basal conglomerates. Classic supergene chalcocite, chrysocolla, and atacamite are absent from the Texaco Ridge Exploration Area either due to erosion or poor development well below the paleo water table. Exogeneous mineralization, however, occurs as narrow bands of copper-bearing vermiculite and smectite-group clays within finely laminated lacustrine sediments above the mafic conglomerate and at the upper contact of the mafic conglomerate. Calcite and siderite occur commonly throughout the mafic conglomerate. The interior and basal sections of the mafic conglomerate are relatively unaltered or weakly altered by low-temperature weathering clays. Below the bedrock contact, the only noteworthy supergene mineralization identified is chalcocite rimming and partial replacement of primary hypogene chalcopyrite. The relatively thick sequence of mafic conglomerates in this exploration area may have acted as a significant reductant diminishing the weathering of hypogene sulfides and/or the supergene enrichment may have been eroded away by denudation prior to the deposition of the mafic conglomerate locally. It is important to note that supergene enrichment does occur within the Texaco deposit, located immediately east of the Texaco Ridge Exploration Area, at lower elevations of the paleotopography. If supergene enrichment of the Texaco Ridge Exploration Area was eroded, then there is still potential for supergene enrichment to exist laterally or at lower elevations to the east within the same structural block.

6.3.8	Mineralization at the East Ridge deposit

Hypogene Mineralization

Hypogene mineralization in the East Ridge deposit is correlative and displaced from the Santa Cruz deposit. Hypogene mineralization includes broad zones of low to moderate-density quartz-sulfide veins consisting of pyrite, chalcopyrite, molybdenite, and rare bornite mineralization. Lithologies hosting hypogene mineralization in and around the East Ridge deposit include Precambrian Oracle Granite, Laramide Porphyry, and Precambrian Diabase.

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Supergene Mineralization

Supergene mineralization in the East Ridge deposit is also correlative and partially displaced from the Santa Cruz deposit. Supergene sulfides are present as thin, stacked intervals displaced from those in the Santa Cruz deposit by D2 faulting. Chrysocolla and atacamite mineralization is more broadly distributed, especially near the fault-controlled paleo-valley formed between the Santa Cruz deposit and the East Ridge deposit. Supergene mineralization tends to thin to the east and south within the East Ridge deposit.

6.3.9	Mineralization at the Southwest Exploration Area

Hypogene Mineralization

Hypogene mineralization within the Southwest Exploration Area is characterized by a single drill intercept that encountered bedrock at approximately 1000 m depth. The hypogene sulfides include pyrite and chalcopyrite that occur dominantly as a chemical cement within a magmatic-hydrothermal breccia. The breccia may resemble collapse breccias observed as late-stage features in many porphyry copper deposits. The breccia clasts are dominated by a Laramide-aged porphyritic diorite with lesser oracle granite and Laramide-age aplite, each with sparse quartz-sulfide veining; the clasts have been moderately to intensely potassically altered. Gangue minerals within the breccia cement include quartz, gypsum, and locally, anhydrite.

Supergene Mineralization

Supergene mineralization has not been encountered in the Southwest Exploration Area with diamond drilling. The bedrock contact was a faulted contact, and thus any supergene mineralization was displaced. Supergene mineralization may occur higher within the structural block.

6.4	Deposit Types

The Santa Cruz Project consists of a series of porphyry copper systems exhibiting typical features of porphyry copper deposits. Porphyry copper deposits form in areas of shallow magmatism within subduction-related tectonic environments (Sillitoe, 2010). The Santa Cruz Project has typical characteristics of a porphyry copper deposit defined by Berger et al. (2008) as follows (Figure 6-5):

·	Copper-bearing sulfides are localized in a network<br>of fracture-controlled stockwork veinlets and as disseminated grains in the adjacent altered rock matrix.
·	Alteration and mineralization at 1 km to<br>4 km depth are genetically related to magma reservoirs emplaced into the shallow crust (6 km to over 8 km), predominantly<br>intermediate to silicic in composition, in magmatic arcs above subduction zones.
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·	Intrusive rock complexes associated with porphyry<br>Cu mineralization and alteration are predominantly in the form of upright-vertical cylindrical stocks and/or complexes of dykes.
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·	Zones of phyllic-argillic and marginal propylitic<br>alteration overlap or surround a potassic alteration assemblage.
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·	Cu may also be introduced during overprinting<br>phyllic-argillic alteration events.
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Source: Modified after Lowell and Guilbert, 1970

Figure 6-4:Simplified Alteration and Mineralization Zonation Model of a Porphyry Cu Deposit

Hypogene (or primary) mineralization occurs as disseminations and in stockworks of veins, in hydrothermally altered, shallow intrusive complexes and their adjacent country rocks (Berger, Ayuso, Wynn, & Seal, 2008). Sulfides of the hypogene zone are dominantly chalcopyrite and pyrite, with minor bornite. The hydrothermal alteration zones and vein paragenesis of porphyry copper deposits is well known and provide an excellent tool for advancing exploration. Schematic cross sections of typical alteration zonations and associated minerals are presented in Figure 6-6.

Supergene enrichment processes are a common feature of many porphyry copper systems located in certain physiogeographical regions (semi-arid). It can result in upgrading of low-grade porphyry copper sulfide mineralization into economically significant accumulations of supergene copper species (copper oxides, halides, carbonates, etc.). This is particularly important in the southwestern United States. Supergene enrichment occurs when a porphyry system is uplifted to shallow depths and is exposed to surface oxidation processes. This leads to the copper being leached from the hypogene mineralization during weathering of primarily pyrite, which generates significant sulfuric acid in oxidizing conditions, and redeposits the copper below the water table as supergene copper sulfides such as chalcocite and covellite. Figure 6-6 illustrates a schematic section through a secondary enriched porphyry copper deposit, identifying the main mineral zones formed as an overprint from weathering of the hypogene system.

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Source: Fernandez-Mote et al., 2018; modified after Münchmeyer 1996; Sillitoe 2005

Figure 6-5:Schematic Representation of an Exotic Cu Deposit and its Relative Position to an Exposed Porphyry Cu System

The Santa Cruz Project has a history of oxidation and leaching that resulted in the formation of enriched chalcocite horizons, and later stages of oxidation and leaching, which modified the supergene Cu mineralization by oxidizing portions of it in place and mobilizing some of the chalcocite to a greater depth (Figure 6-7). This process is associated with descending water tables and or erosion and uplift of the system, or changes in climate, or hydrogeological systematics.

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Source: modified from Asmus, B., 2013

Figure 6-6:Typical Cu Porphyry Cross-section Displaying Hypogene and Supergene Mineralization Processes and Associated Minerals

These processes are also known to be associated with the generation of exotic copper deposits. Exotic copper mineralization is a complex hydrochemical process linking supergene enrichment, lateral copper transport, and precipitation of copper-oxide minerals in the drainage network of a porphyry copper deposit (Mote et al., 2001).

6.5	QP Opinion

The Nordmin QP is of the opinion that the structure, geology, and mineralization of the Santa Cruz Project is well understood and has been derived from the interpretation of drilling and the work of several authors over multiple decades.

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7	Exploration
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7.1	Geophysical Exploration
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IE has completed several geophysical exploration surveys over the Santa Cruz Project area including ground gravity, ground magnetics, seismic, and proprietary Typhoon™ 3D PPD IP. The geophysical datasets have been used to assist with geological interpretation and improved drill targeting.

7.1.1	Ground Gravity Survey

Phase 1 of the Santa Cruz ground gravity survey was completed in January 2022. 615 stations were collected within the property boundaries. Phase 2 of the survey was done in August 2022 with 307 more gravity stations collected (Figure 7-1).

Topographic surveying was performed simultaneously with gravity data acquisition. The gravity stations were surveyed in WGS84 UTM Zone 12 North coordinates in meters. The GEOID18 geoid model was used to calculate North American Vertical Datum of 1988 (NAVD88) elevations from ellipsoid heights. The coordinate system parameters used on this survey are summarized in Table 7-1.

Table 7-1: Ground Gravity TopographicSurvey Coordinate System Parameters

Datum Name	WGS84
Ellipsoid	World Geodetic System 1984
Semi-Major Axis	6378137.000 m
Inverse Flattening	298.257223563
Transformation	None
Projection Type	Universal Transverse Mercator
Zone	UTM 12 North
Origin Latitude	00º 00' 00.00000" N
Central Meridian	111º 00' 00.00000" W
Scale Factor	0.9996
False Northing	0
False Easting	500000 m
Geoid Model	GEOID18 (CONUS)

Source: Nordmin, 2023

Relative gravity measurements were made with Scintrex CG-5 Autograv gravity meters. Topographic surveying was performed with Trimble Real-Time Kinematic (RTK) and Fast-Static (FS) GPS. The gravity survey is tied to a gravity base established in January 2022 and was designated “CASA”. The CASA base is tied to the U.S. Department of Defense gravity base in Florence, AZ; designated “FLORENCE” (DoD reference number 3213-1). The integer value 9999 was used in the CG-5 gravity meters as the identifier for CASA and 8888 was used for Florence. The coordinates in WGS84/NAVD88 on these bases is in Table 7-2.

Table 7-2: Ground Gravity Base Information

Base ID	CG5 ID	Absolute Gravity	Latitude	Longitude	Elevation (m)
FLORENCE	8888	979 393.50 mGal	33.03114	-111.37930	459.3
CASA	9999	979 393.522 mGal	32.87787	-111.70788	399.59

Source: Nordmin, 2023

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Gravity data processing was performed with the Gravity and Terrain Correction module of Seequent’s Oasis montaj (Version 2021.2 [20211201.32]) The raw ASCII text files were edited to remove unwanted records prior to data processing in Oasis montaj. Editing consisted of:

•	Removal of incomplete integration records (i.e.,<br> <90 sec).
•	Removal of assumed additional low frequency noise<br>likely associated with elastic relaxation, instabilities in the sensor and/or high tilt susceptibility introduced during transport between<br>stations.
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Local slope measurements were also entered into the Line column of the ASCII text file during this stage. A residual drift correction was then applied to produce observed gravity. Gravity data were then processed to Complete Bouguer Anomaly (CBA) over a range of densities from 2.00 g/cc through 3.00 g/cc at steps of 0.05 g/cc using standard procedures and formulas.

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Source: Nordmin, 2023

Figure 7-1:Gravity Survey Stations (top) and Complete Gravity Survey Results (bottom)

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7.1.2	Ground Magnetics Survey
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A 243 line-kilometer (line-km) ground magnet survey was carried out between January 22-27, 2022. Data was collected on lines spaced 50 m apart with an orientation of 33° from true north. Results and lines used can be seen in Figure 7-2. The survey was completed by Magee Geophysical services of Reno, Nevada, using geometrics G858 Cesium vapor magnetometers for both base station and rover data collection. G858 magnetometers can sample the earth's magnetic field at a 10Hz frequency. GPS data is collected synchronously during data acquisition at a rate of 1Hz and is embedded in the data for accurate positioning of the transects. Data from the rover and base were downloaded daily and diurnal variations were corrected for in Geometric’s own MagMap software. Final data processing was completed in Seequent’s Oasis montaj software. Artifacts from cultural noise were removed and a narrow non-linear filter was used to smooth very short wavelength near surface features.

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Source: Nordmin, 2023

Figure 7-2: Ground Magnetics SurveyLines (top) and Ground TMI RTP Ground Magnetics Results (bottom)

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7.1.3	Typhoon™ Survey
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The Santa Cruz Project Typhoon™ 3D PPD IP survey was conducted by IE using the Typhoon™ 2 high power geophysical system. Acquisition of 50 line-km of 3D PPD time domain IP data was completed over an area of 27 km^2^ from May to July 2022 (Figure 7-3).

The survey was designed as a 3D PPD array with 32 East-West receiver lines spaced 200 m apart with electrodes spaced at 100 m intervals along the lines. Current injections were performed at 136 transmitter pits spaced 500 m apart East-West and 400 m apart North-South (Figure 7-3). The remote electrode was installed approximately 4 km south of the center of the grid for the first half of the survey and then moved to a pit at the Northwest corner of the survey for receiver lines south of Clayton Road.

Source: Nordmin, 2023

Note: Green dots are receiver electrodes and red dots are transmitter points.

Figure 7-3: Layout of the SantaCruz 3D IP Survey

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Table7-3: Santa Cruz Typhoon**™ 3D PPD IP Survey Specifications**

Survey type	Time domain 3D IP
Survey design	Pole-dipole IP 200m receiver line spacing; 100m electrode spacing
Survey area	27 km^2^
Transmitter	Typhoon™ 2
Planned number of Tx poles	154
Transmit frequencies	1/12 Hz (= 0.0833 Hz)
Injected current	8-26 Amps
Receiver sampling rate	150 Hz
Recording time	12 minutes
Number of cycles for stacking	100
Receiver Type	DIAS 32
Number of receiver dipoles	5,000-7,000 unique dipoles per injection, 1011000 total dipole recordings
Line km	128.6 line-km of receivers
Receiver dipole lengths	100 m to 1,000 m
Receiver electrode station spacing	Grid: 200 m north-south, 100 m east-west
Recovered frequency range	0.0833 Hz
IP integration window	450 -2,940 ms
IP conversion factor	None applied
Sensor	N/A
GPS datum	WGS84
GPS projection	UTM Zone 12N
GPS heights	WGS84

Source: Nordmin, 2023

7.1.4	2D Seismic Refraction Tomography

Two-dimensional (2D) surface seismic refraction tomography surveys were conducted at the Santa Cruz Project. The purpose of the survey was to determine bedrock depth and topography. Surface seismic data were acquired along four lines by Bird Seismic Services, Inc., Globe, Arizona, in a manner suitable for 2D tomographic analyses using a Seistronix EX-6 seismograph, configured with sufficient channels to extend the entire length of each line, in 32-bit floating-point format data, 2 second record length and 0.5 ms sample rate. Geospace SM24 geophones (one per takeout) with 10-Hz natural frequencies were placed at intervals of 12.2 m along each line and source points were located between geophones at intervals of 36.6 m. A United Service Alliance AF-450 nitrogen gas accelerated weight-drop seismic source with a 450 lb weight was used. For this Project, the seismic data were stacked nominally five to ten times at each source point to increase the signal-to-noise ratio. Stacking, or signal enhancement, involved repeated source impacts at the same point into the same set of geophones.

The seismic tomography data for this Project were processed using the Rayfract (version 3.36) computer software program developed by Intelligent Resources Inc. of Vancouver, BC, Canada. The models produced by the Rayfract tomography program use multiple signal propagation paths (e.g., refraction, reflection, transmission, and diffusion) that comprise a first break. See Figure 7-4.

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Source: Nordmin, 2023

Figure 7-4: Refraction SeismicTomography Survey Results

7.1.5	Historical Geophysical Exploration

IE has historical documents that detail historical geophysical exploration efforts and results over the Santa Cruz – Sacaton system (Table 7-4). To date, none of the original data has been located, but historic interpretations and results remain valuable.

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Table 7-4: Summary of Historical Explorationon the Santa Cruz Project and Surrounding Area

Year	Activities	Company(s)	Prospect/Deposit	Description	Notes
1961	Prospecting and discovery	ASARCO	Sacaton	ASARCO geologists Kinnison and Blucher identify Sacaton Discovery Outcrop, consisting of weak Cu-oxide mineralization on what will eventually be the margin of the Sacaton pit.	Based on Asarco's recognition that porphyry Cu deposits often have little or no associated Cu staining and on information from surrounding porphyry Cu deposits, Asarco's geologists were looking for other prospects in the area by driving and walking around. There was a faint trace of Cu-stain but not enough to have attracted previous exploration or prospecting. The outcrop was granite with a thin dyke of porphyry – both altered to quartz-sericite-clay with weak but pervasive jarosite-goethite and a few specks of hematite after chalcocite, particularly in the dyke. The outcrop was expected to have originally contained about 2% sulfides as pyrite/chalcocite/chalcopyrite.
1961	Geophysical Surveying	ASARCO	Sacaton	ASARCO Geophysical Dept. report.	Geophysical survey results were used to improve the interpretations of bedrock depth in the Sacaton area.
1967	Ground IP geophysics	ASARCO		1967 Internal report indicates eight holes were drilled over a large 13.2 mv/v IP anomaly around 15 miles SW of Sacaton.	None of the drillholes intersected primary sulfides, and the chargeability response was interpreted to have been caused by water-saturated clays in the overlying conglomerate.
1988-1991	Borehole Geophysics	SCJV	Santa Cruz	Downhole geophysical data was collected during the in situ leach test program.	During the SCJV In Situ leach tests (approximately 1988-1991), an undisclosed number of holes were subjected to downhole/borehole geophysical surveying that implemented the collection of caliper, density, resistivity, gamma-ray spectrometer, neutron activation spectrometry, dipmeter, sonic waveform, IP, and magnetic susceptibility data collection methods.
1988	In situ Cu Mining Research Project	USBR, SCJV (ASARCO Santa Cruz Inc., and Freeport McMoRan Copper & Gold Inc.)	Santa Cruz	Santa Cruz selected over other deposits for research site; Field testing begins.	The Santa Cruz deposit was 1,250 ft to 3,200 ft below the surface and contains 1.0 billion tons of potentially leachable grading 0.55% total Cu. The joint venture owns 7,000 surface acres, with the Cu mineralization under approximately 250 acres.

Source: Nordmin, 2023

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Historical ASARCO documents detail multiple IP surveys over the Sacaton and Santa Cruz deposits, as well as the historic Santa Rosa Prospect. Historic IP survey reports indicate that extraneous responses in IP surveys at Sacaton and Santa Cruz resulted from groundwater present in the valley fill conglomerates (i.e., W.G. Farley “ASARCO, 1967, Induced Polarization Pinal County” report documents IP response correlating with the water table at Santa Cruz and Sacaton, within the overlying gravels, and well above the basement contact). In 1991, the ASARCO-Hanna-Getty-Bureau of Mines joint venture contracted Zonge Geophysical to implement Controlled Source Audio-frequency Magnetotelluric (CSAMT) tests evaluating the potential to use the application to non-invasively monitor in situ leachate plume activity during in situ leach tests. Results from phase one and two testing from May 1990 through June 1991 were considered promising for tracking leachate detectability with salt doping/tracing. Historic airborne and ground magnetic interpretations are also available, though of lesser value than modern magnetic datasets (Figure 7-5).

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Source: Nordmin, 2023

Figure 7-5: ASARCO Map IllustratingInterpreted Ground and Aeromagnetic Data Detailed in Historic Report: “Recommended Drilling Santa Cruz Project,” M.A.970 PinalCounty, Arizona, August 21, 1964, by W.E. Saegart

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7.2	Historical Data Compilation
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IE has obtained geological information in the form of historical maps, sections, drill reports, drill logs, and assay result reports. As a significant component of the exploration program, the historical drill logs were interpreted and used to create a 3D (Leapfrog Geo™) geologic model of the Santa Cruz Project. Three-dimensional geological interpretations were derived from historical drill logs and 2D sections containing geologic interpretations. The drill core data was compiled by IE geologists.

The historical drilling within the Project area can be separated into several series: CG (Hanna-Getty), SC (ASARCO), and T and HC drilling (related to the In Situ program described in Section 5.3.2). A plan view map of collar locations is in Figure 7-6 and a summary is provided in Table 7-5.

Source: IE, 2023

Figure 7-6: Plan Map of HistoricalDrillhole Collars

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The CG series drilling comprised 122 drillholes (CG-001 to CG-122) with 102,563 m drilled. Twenty-nine original drill cross-sections from 1978 to 1980 covering 92 holes were digitized. Information collected included elevation, total and rotary depths, basic lithology, assays from the three most predominant Cu minerals (total Cu, acid soluble Cu, and molybdenum), and survey depth. The archived data was originally recorded using a series of numerical codes documented in the “Casa Grande Copper Company Ore Reserves Study” for the Hanna Mining Company (Watts Griffis McOuat, 1982).

The SC series drilling, by ASARCO, comprised 80 drillholes (SC-001 to SC-078) with 62,754 m drilled. The archived data was originally logged using a series of numerical codes documented in the Casa Grande Copper Company Ore Reserves Study for the Hanna Mining Company (Watts Griffis McOuat, 1982).

The T and HC drilling were related to the In Situ testing in the 1990’s described in Section 5.3.2. The T series drilling comprised five holes (T-1 to T-5) with 2,295 m drilled. The HC series drillings comprised five holes (HC-1 to HC-5) with 3,622 m drilled. A summary of data available by each of the drill sets is shown in Table 7-5.

Table 7-5: Summary of Available Databy Region

	Dataset Region				Total
	CG	SC	HC	T
Total number of holes	121	80	5	5	211
Total drilled (m)	102,563	62,754	3,622	2,295	165,317
% Collar Survey (holes)	100	100	0	0	100
% Downhole Survey (m drilled)	62.1	65.9			63.4
% Assay (m drilled)	96.5	34.4			73.0

Source: Nordmin, 2023

7.3	Drilling
7.3.1	Historical Drilling – Santa Cruz and East Ridge Deposits
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Santa Cruz deposit diamond drilling consists of 108,301 m of core from 126 NQ drillholes completed between 1965 to 1996. Historically, these two deposits were undifferentiated, thus drilling totals are cumulative for both deposits. The historic diamond drill core is currently unavailable for review. Table 7-6 provides a summary of the drill campaigns by year and operator.

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Table 7-6: Drilling History Withinthe Santa Cruz Deposit and East Ridge Deposit Area

Year	Operator	Total (m)
Unknown	Casa Grande Copper Company, Hanna-Getty Mining	9,083
	ASARCO/Freeport McMoRan Gold Co. JV	744
1965	ASARCO/Freeport McMoRan Gold Co. JV	2,698
1974		2,068
1975	Casa Grande Copper Company, Hanna-Getty Mining	2,348
	ASARCO/Freeport McMoRan Gold Co. JV	682
1976	Casa Grande Copper Company, Hanna-Getty Mining	16,633
	ASARCO/Freeport McMoRan Gold Co. JV	513
1977	Casa Grande Copper Company, Hanna-Getty Mining	28,147
	ASARCO/Freeport McMoRan Gold Co. JV	9,184
1978	Casa Grande Copper Company, Hanna-Getty Mining	22,301
1979	ASARCO/Freeport McMoRan Gold Co. JV	2,468
1980		5,516
1989	In Situ Testing	2,630
1996		3,286

Source: Nordmin, 2023

During the initial site assessment, it was determined that historical collar coordinates had variable errors. A program was conducted to check the collar locations of a selection from the drillhole database using a professionally licensed surveying company, D2 land surveying. Based on the transformation for these spot-checked drillholes, nearby hole collar locations were adjusted. All historical drilling is conducted with a vertical dip. For the Santa Cruz deposit, the drilling has been completed along 100 m spaced section lines with drillholes spaced 90 to 100 m apart on each section line.

Holes are reverse circulation (RC) drilled through Tertiary sediments until the approximate depth of the Oracle Granite is reached by Major Drilling. Drilling is then switched to diamond drilling through the crystalline basement rocks, and again drilling is executed by Major Drilling.

7.3.2	Historic Drilling – Texaco Deposit

The historic Texaco deposit diamond drilling consists of 23,848 m of core from 27 diamond NQ drillholes completed between 1975 to 1997. The drillholes in this deposit area consist of the SC drillhole series. The historic diamond drill core is currently unavailable for review. Table 7-7 provides a summary of the drill campaigns by year and operator.

Table 7-7:Drilling History within the Texaco Deposit

Year	Operator	Total (m)
1975	ASARCO and Freeport McMoRan Gold JV	1,719
1976	ASARCO and Freeport McMoRan Gold JV	5,207
1977	Casa Grande Copper Co., Hanna-Getty Mining	2,883
	ASARCO and Freeport McMoRan Gold JV	5,906
1996	ASARCO and Freeport McMoRan Gold JV	5,086
1997		3,043

Source: Nordmin, 2023

During the initial site assessment, it was determined that historical collar coordinates had variable errors. A program was conducted to check the collar locations of a selection from the drillhole database using a professionally licensed surveying company, D2 land surveying. Based on the transformation for these spot-checked drillholes, nearby hole collar locations were adjusted. All historical drilling is conducted with a vertical dip. For the Texaco deposit, historical drilling has been completed along 100 m to 200 m spaced section lines with drillholes spaced 200 m apart on each section line. The average drill section and spacing in the Texaco deposit is approximately 200 m and varies between approximately 90 m and 250 m.

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7.3.3	2021 Twin Hole Drilling – IE
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The company completed five diamond drillholes totaling 4,739 m within the Santa Cruz deposit at the time of this Technical Report (Table 7-8). The five diamond drillholes were twins of the historical drillholes. All drilling was a mix of rotary and diamond drilling where the first 300 m to 500 m of drilling was rotary to get past the barren tertiary sediments. All samples from within the interpreted mineralized zone were assayed for total Cu (%), acid soluble Cu (%), cyanide soluble Cu (%), and molybdenum (ppm). The collar locations, downhole surveys, logging (lithology, alteration, and mineralization), sampling and assaying between the two sets of drillholes were used to determine if the historical holes had valid information and would not be introducing a bias within the geological model or Mineral Resource Estimate. The comparison included a QA/QC analysis of the historical drillholes (Section 9.2). Plans for infill drilling and drilling of angled holes have been made to test the continuity of mineralization and gain more information.

Table 7-8: IE 2021 Twin Hole Drillingon the Santa Cruz Deposit

Year	Operator	Total (m)
2021	IE	4,739

Source: Nordmin, 2023

A total of five historical holes were reviewed with the following outcomes (Figure 7-7):

·	All five historical hole assays aligned with<br>the 2021 diamond drilling assays.
·	The 2021 diamond drilling assays were of higher<br>resolution due to smaller sample sizes.
---	---
·	The recent drilling validated the ASARCO cyanide<br>soluble assays.
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Source: IE, 2023

Figure 7-7: Plan Map of the TwinnedDrillholes and Historical Drillhole Collars

7.3.4	2021-2022 Drilling Program – IE

Core Logging

Initially, IE Geologists enter information into several tabs within MX Deposit™ while logging, including lithology, alteration, veining, structural zone, structure point, and mineralization. Optional characterizers, including color and grain size, are available for further identification.

The current database has five major rock types, including 47 major lithologies in line with historically logged lithologies, 21 lithological textures, 17 alteration types, and 15 lithological structures. There are 28 unique economic minerals recorded in the current database, including chalcocite, chrysocolla, chalcopyrite, cuprite, molybdenum, and atacamite. X-ray fluorescence (XRF) measurements are taken by IE wherever mineralization of interest is present for internal use.

Surveying

During 2021-2022 drilling, downhole surveying was conducted using an EZ Gyro single shot taken from the collar and every 30 m afterwards as the tool is being pulled from the hole.

After hole completion, all drillholes were surveyed using borehole geophysics and video through Southwest Exploration Service, LLC. Each borehole was surveyed for 4RX Sonic-Gamma (sampled every 0.06 m), Acoustic Televiewer (sampled every 0.003 m), E-Logs-Gamma (sampled every 0.06 m), and a Gamma Caliper test for fluid temperature conduction (sampled every 0.06 m). This downhole surveying allowed for the calibration of drillhole information post-drilling to ensure that surveying was correct and lithological and mineralogical contacts were logged properly. The downhole surveying has collected very accurate structural measurements.

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Specific Gravity

At both the Santa Cruz and Texaco deposits, no specific gravity (SG) measurements were taken from historical diamond drill core. The 2021 diamond drilling was aimed at twinning CG historical drilling to confirm the historical logging and assays. The 2022 diamond drilling program was aimed at expanding and defining the mineral resource. IE collected 2,639 SG measurements over 74 diamond drillholes across the Santa Cruz Project (Table 7-9). SG measurements are taken every 3 m or at each new lithology to ensure a well-established database of measurements for each rock type. Measurements are taken using a water dispersion method. The samples are weighed in air, and then the uncoated sample is placed in a basket suspended in water and weighed again.

Table 7-9: Santa Cruz Project SG Measurements

Lithology	Average SG
Alluvium	1.88
Whitetail Conglomerate	2.28
Apache Leap Tuff	2.25
Gila Conglomerate	2.29
Mafic Conglomerate	2.37
Basal Conglomerate	2.43
Diabase	2.61
Laramide Porphyry	2.56
Oracle Granite	2.52
Pinal Schist	2.65
Unspecified	2.36

Source: Nordmin, 2023

Due to the overall low SG values, multiple styles of SG measurement were tested, all of which indicated that these values are correct. The low SG values are interpreted to be due to the high porosity from leaching, faulting, and brecciation throughout the mineralized rock.

2021-2022 Drilling Program Summary

Drilling performed by IE over the 2021-2022 calendar years included 6005.18 m from 6 completed drillholes in 2021 and 60,116.54 m from 106 completed drillholes completed in 2022. Drilling during the 2021-2022 drilling campaigns was focused on multiple areas at the Santa Cruz Project including the Southwest Exploration Area, Santa Cruz Deposit, East Ridge Deposit, Texaco Ridge Exploration Area, and Texaco Deposit. Much of the drilling was focused on mineral resource definition within the Santa Cruz Deposit with secondary exploration drilling in the other project Areas.

Drilling was performed using a variety of drilling equipment and methodologies including reverse circulation, diamond coring, tricone rotary, and shallow sonic boring. Drilling methodology varied across the Santa Cruz Project depending on objective and target depth. The majority of drilling was standard PQ diamond coring from surface to maximize the amount of core sample recovered for use in multiple sampling and testing programs. Non-resource related drilling, particularly focused outside the Santa Cruz Deposit itself was performed using tricone rotary surface as pre-collar parent holes for subsequent HQ size coring at target depths. Tricone rotary with HQ tails was utilized when targets did not require large-diameter coring from surface, allowing for this more cost-efficient technique.

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Reverse circulation and sonic drilling were also used in 2022 for rapid characterization of: bedrock interface underneath sedimentary cover, soil and clay, and overburden sediments and conglomerate units, respectively.

Abandonment procedures for all drilling performed during the 2021 and 2022 campaigns were designed and held to meet or exceed State mandated requirements. The majority of drilling reaching or exceeding depths over 100 m utilized borehole abandonment of State approved methods involving: abandonite to approximately 20 m below the geological contact between bedrock and overburden sediments, if present, then the installation of appropriately sized Bradley plugs, labeled with the associated borehole ID, as the base for pumping and curing State approved cement across the geological contact to seal the interface, followed by additional abandonite to approximately 20 m below the topographic surface, with an approximately 20 m cement cap, with the hole tagged and labeled for collar demarcation. Shallow drillholes, particularly those drilled utilizing only reverse circulation or sonic drilling methods, were abandoned using cement from total depth to surface with cap, with the hole tagged and labeled for collar demarcation.

A drillhole summary complete to December 31, 2022 can be seen in Table 7-10. A map of drillhole collar locations can be seen in Figure 7-8. Cross sections and further geological discussion is presented in Section 11.

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Table 7-10: 2021-2022 Drilling Summary

Drillhole	Depth (m)	Azimuth (˚)	Dip (˚)	Assay Status/Comment
SCC-001	1274.98	0	-90	All Assays Received
SCC-002	965.30	0	-90	All Assays Received
SCC-003	778.46	0	-90	All Assays Received
SCC-004	926.91	0	-90	All Assays Received
SCC-005	793.70	0	-90	All Assays Received
SCC-006	1344.17	235	-50	All Assays Received
SCC-007	1220.27	0	-90	All Assays Received
SCC-008	945.79	225	-75	All Assays Received
SCC-009	664.46	0	-90	All Assays Received
SCC-010	1099.41	225	-90	All Assays Received
SCC-011	379.78	0	-90	All Assays Received
SCC-012	855.27	0	-90	Hole Abandoned, No Assays Taken
SCC-013	1023.52	190	-84	All Assays Received
SCC-014	548.94	0	-90	All Assays Received
SCC-015	931.16	0	-90	Hole Abandoned, No Assays Taken
SCC-016	1139.34	0	-90	All Assays Received
SCC-017	848.87	0	-90	All Assays Received
SCC-018	1123.34	0	-90	All Assays Received
SCC-019	284.07	0	-90	All Assays Received
SCC-020	822.35	230	-80	All Assays Received
SCC-021	446.83	241	-80	All Assays Received
SCC-022	446.80	241	-80	All Assays Received
SCC-022A	406.50	241	-80	All Assays Received
SCC-023	897.94	207	-75	All Assays Received
SCC-024	309.82	0	-90	All Assays Received
SCC-025	858.77	228	-82	In Lab, Assays Pending for 494-570;739.5-858.77 m
SCC-026	741.88	209	-80	In Lab, Assays Pending for 396-688 m
SCC-027	550.47	259	-82	All Assays Received
SCC-028	369.72	230	-75	All Assays Received
SCC-029	917.91	227	-78	In Lab, Assays Pending for 402-453.69; 855-906 m
SCC-030	280.26	230	-75	All Assays Received
SCC-031	904.34	222	-85	In Lab, Assays Pending for 749-900 m
SCC-032	811.68	220	-78	In Lab, Assays Pending for 557.63-811.68
SCC-033	455.07	230	-60	All Assays Received
SCC-034	201.17	230	-60	All Assays Received
SCC-035	161.54	230	-75	All Assays Received
SCC-036	181.36	230	-60	All Assays Received
SCC-037	379.78	230	-80	All Assays Received
SCC-038	311.81	230	-75	All Assays Received
SCC-039	252.98	230	-60	All Assays Received
SCC-040	292.60	230	-75	All Assays Received
SCC-041	323.09	230	-60	All Assays Received
SCC-042	360.58	230	-60	All Assays Received
SCC-043	127.10	230	-60	Hole Abandoned, No Assays Taken
SCC-044	304.80	230	-60	All Assays Received
SCC-045	883.76	225	-73	All Assays Received
SCC-046	210.31	230	-60	All Assays Received
SCC-047	474.57	230	-60	All Assays Received
SCC-048	915.47	259	-82	In Lab, Assays Pending for 587-781; 808-829; 869-915.47 m
SCC-049	274.32	230	-60	All Assays Received
SCC-050	398.22	230	-60	All Assays Received
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Drillhole	Depth (m)	Azimuth (˚)	Dip (˚)	Assay Status/Comment
---	---	---	---	---
SCC-051	114.30	230	-60	All Assays Received
SCC-052	880.87	224	-75	All Assays Received
SCC-053	1041.80	224	-85	In Lab, Assays Pending for 471-656; 756-951 m
SCC-054	686.71	248	-85	In Lab, All Assays Pending
SCC-055	304.80	224	-85	RC pre-collar, No Assays Taken
SCC-056	846.73	224	-78	In Lab, Assays Pending for 561-846.73 m
SCC-057	996.70	221	-74	In Lab, All Assays Pending
SCC-058	889.25	226	-69	In Lab, All Assays Pending
SCC-059	977.18	212	-80	In Lab, All Assays Pending
SCC-060	304.80	224	-75	RC pre-collar, No Assays Taken
SCC-061	304.80	238	-75	RC pre-collar, No Assays Taken
SCC-062	304.80	250	-82	RC pre-collar, No Assays Taken
SCC-063	932.99	200	-80	In Lab, Assays Pending for 390.31-405; 475-932.99 m
SCC-064	204.22	0	-90	RC Hole - Not Sampled, No Assays Taken
SCC-065	577.90	0	-90	In lab, Assays Pending for 576-577.9 m
SCC-066	228.60	0	-90	RC Hole - Not Sampled, No Assays Taken
SCC-067	243.84	0	-90	RC Hole - Not Sampled, No Assays Taken
SCC-068	1019.09	231	-75	In Lab, Assays Pending 487-556; 807-890; 917-1,019.1 m
SCC-069	228.65	0	-90	RC Hole - Not Sampled, No Assays Taken
SCC-070	246.89	0	-90	RC Hole - Not Sampled, No Assays Taken
SCC-071	243.84	0	-90	RC Hole - Not Sampled, No Assays Taken
SCC-072	274.32	0	-90	RC Hole - Not Sampled, No Assays Taken
SCC-073	916.38	0	-90	In Lab, All Assays Pending
SCC-074	259.08	0	-90	RC Hole - Not Sampled, No Assays Taken
SCC-075	280.41	0	-90	RC Hole - Not Sampled, No Assays Taken
SCC-076	152.40	0	-90	RC Hole - Not Sampled, No Assays Taken
SCC-077	320.04	0	-90	RC Hole - Not Sampled, No Assays Taken
SCC-078	100.00	0	-90	Sonic Hole - Not Sampled, No Assays Taken
SCC-079	454.15	232	-75	RC pre-collar, No Assays Taken
SCC-080	759.56	205	-85	In Lab, Assays Pending
SCC-081	525.17	0	-90	In Lab, All Assays Pending
SCC-082	112.70	0	-90	Sonic Hole - Not Sampled, No Assays Taken
SCC-083	399.28	222	-85	RC pre-collar, No Assays Taken
SCC-084	915.92	214	-80	All Assays Received
SCC-085	388.00	254	-78	RC pre-collar, No Assays Taken
SCC-086	149.96	0	-90	Sonic Hole - Not Sampled, No Assays Taken
SCC-087	426.72	234	-80	RC pre-collar, No Assays Taken
SCC-088	579.73	0	-90	In Lab, All Assays Pending
SCC-089	100.28	0	-90	Sonic Hole - Not Sampled, No Assays Taken
SCC-090	712.01	0	-90	Currently Sampling, All Assays Pending
SCC-091	457.20	0	-90	All Assays Received
SCC-092	666.60	0	-90	In Lab, All Assays Pending
SCC-093	546.81	0	-90	In Lab, All Assays Pending
SCC-093A	959.20	0	-90	In Lab, All Assays Pending
SCC-094	99.06	0	-90	Sonic Hole - Not Sampled, No Assays Taken
SCC-095	457.20	0	-90	All Assays Received
SCC-096	981.76	0	-90	Currently Sampling, All Assays Pending
SCC-097	457.20	0	-90	All Assays Received
SCC-098	ACTIVE	0	-90	Actively Drilling
SCC-099	884.38	0	-90	In Lab, All Assays Pending
SCC-100	259.08	0	-90	RC Hole - Not Sampled, No Assays Taken
SCC-101	413.00	0	-90	In Lab, All Assays Pending
SCC-102	827.37	0	-90	In Lab, Assays Pending for 270-468; 638.5-827.38m
SCC-103	60.96	0	-90	Hole Abandoned, No Assays Taken
SCC-105	1029.30	0	-90	In Lab, Assays Pending for 554-637; 756-1,029.31 m
SCC-106	583.84	0	-90	Currently Sampling, All Assays Pending
September 2023
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Drillhole	Depth (m)	Azimuth (˚)	Dip (˚)	Assay Status/Comment
---	---	---	---	---
SCC-107	1074.12	0	-90	In Lab, All Assays Pending
SCC-108	858.62	0	-90	Currently Sampling, All Assays Pending
SCC-109	859.08	0	-90	Currently Sampling, All Assays Pending
SCC-110	864.71	0	-90	Currently Sampling, All Assays Pending
SCC-111	ACTIVE	270	-80	Actively Drilling
SCC-112	ACTIVE	0	-90	Actively Drilling

Source: Nordmin, 2023

Source: IE, 2023

Figure 7-8:Plan Map of Historical and 2021 and 2022 IE Drillhole Collars

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7.3.5	2023 Drilling Program
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Drilling performed by IE over the 2023 calendar year to-date includes 29,322.02 m from 36 completed drillholes. Drilling during the 2023 campaign focused on exploration, mineral resource infill and definition, and geotechnical and hydrogeological infill and definition. Exploration is continuing around the Project to identify new zones that may be incorporated into future studies.

Drilling was performed using tricone or polycrystalline diamond compact rotary drilling and diamond core drilling. The drilling methodology used depended on the objective and target depth. The majority of drilling was polycrystalline diamond compact or rotary drilling through the overburden sediments to a pre-planned depth, followed by standard PQ or HQ diamond coring through the bedrock complex for data collection and use in multiple sampling and testing programs. Some drilling was performed as core from surface to provide drill core material of the overburden for certain sampling and testing programs.

Abandonment procedures for all drilling performed during 2023 were designed to meet or exceed State mandated requirements. The majority of drilling reaching or exceeding depths over 100 m utilized State approved borehole abandonment methods involving: abandonite to approximately 20 m below the geological contact between bedrock and overburden sediments, if present, then the installation of appropriately sized Bradley plugs, labeled with the associated borehole ID, as the base for pumping and curing State approved cement across the geological contact to seal the interface, followed by additional abandonite to approximately 20 m below the topographic surface, with an approximately 20 m cement cap, with the hole tagged and labeled for collar demarcation.

A drillhole summary complete to June 8^th^, 2023, can be seen in Table 7-11. A map of drillhole collar locations can be seen in Figure 7-9.

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Table 7-11: 2023 Drilling Summary

Drillhole	Depth (m)	Azimuth (˚)	Dip (˚)	Assay Status/Comment
SCC-001	1,274.98	0	-90	All Assays Received
SCC-002	965.30	0	-90	All Assays Received
SCC-003	778.46	0	-90	All Assays Received
SCC-004	926.91	0	-90	All Assays Received
SCC-005	793.70	0	-90	All Assays Received
SCC-006	1,265.83	225	-56	All Assays Received
SCC-007	1,344.17	235	-50	All Assays Received
SCC-008	1220.27	0	-90	All Assays Received
SCC-009	945.79	225	-75	All Assays Received
SCC-011	1,099.41	0	-90	All Assays Received
SCC-012	379.78	0	-90	Hole Abandoned, No Assays Taken
SCC-013	855.27	0	-90	All Assays Received
SCC-014	1023.52	190	-84	All Assays Received
SCC-015	548.94	0	-90	Hole Abandoned, No Assays Taken
SCC-016	931.16	0	-90	All Assays Received
SCC-017	1,139.34	0	-90	All Assays Received
SCC-018	848.87	0	-90	All Assays Received
SCC-019	1,123.34	0	-90	All Assays Received
SCC-021	822.35	230	-80	All Assays Received
SCC-022	446.80	241	-80	All Assays Received
SCC-022A	813.36	241	-80	All Assays Received
SCC-023	897.94	207	-75	All Assays Received
SCC-025	858.77	228	-82	All Assays Received
SCC-026	741.88	209	-80	All Assays Received
SCC-027	550.47	259	-82	All Assays Received
SCC-029	917.91	227	-78	All Assays Received
SCC-031	904.34	222	-85	All Assays Received
SCC-032	811.68	220	-78	All Assays Received
SCC-045	883.76	225	-73	All Assays Received
SCC-048	915.47	259	-82	All Assays Received
SCC-052	880.87	224	-75	All Assays Received
SCC-053	1,041.80	224	-85	All Assays Received
SCC-054	686.71	248	-85	All Assays Received
SCC-055	304.80	224	-85	Hole Abandoned, No Assays Taken
SCC-056	846.73	224	-78	All Assays Received
SCC-057	996.70	221	-74	All Assays Received
SCC-058	889.25	226	-69	All Assays Received
SCC-059	980.24	212	-80	All Assays Received
SCC-060	274.32	224	-75	Hole Abandoned, No Assays Taken
SCC-061	304.80	238	-75	Hole Abandoned, No Assays Taken
SCC-062	304.80	250	-82	Hole Not Sampled, No Assays Pending
SCC-063	932.99	200	-80	All Assays Received
SCC-064	204.22	0	-90	Hole Not Sampled, No Assays Pending
SCC-065	577.90	0	-90	All Assays Received
SCC-066	228.60	0	-90	Hole Not Sampled, No Assays Pending
SCC-067	243.84	0	-90	Hole Not Sampled, No Assays Pending
SCC-068	1,019.09	231	-75	All Assays Received
SCC-069	228.60	0	-90	Hole Abandoned, No Assays Taken
SCC-070	246.89	0	-90	Hole Abandoned, No Assays Taken
SCC-071	243.84	0	-90	Hole Abandoned, No Assays Taken
SCC-072	274.32	0	-90	Hole Abandoned, No Assays Taken
SCC-073	916.38	0	-90	All Assays Received
SCC-074	259.08	0	-90	Hole Not Sampled, No Assays Pending
SCC-075	289.56	0	-90	Hole Not Sampled, No Assays Pending
SCC-076	152.40	0	-90	Hole Not Sampled, No Assays Pending
SCC-077	320.04	0	-90	Hole Not Sampled, No Assays Pending
September 2023
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Drillhole	Depth (m)	Azimuth (˚)	Dip (˚)	Assay Status/Comment
---	---	---	---	---
SCC-078	100.00	0	-90	Hole Not Sampled, No Assays Pending
SCC-079	454.15	232	-75	Hole Not Sampled, No Assays Pending
SCC-080	759.56	205	-85	All Assays Received
SCC-081	525.17	0	-90	All Assays Received
SCC-082	112.70	0	-90	Hole Not Sampled, No Assays Pending
SCC-083	457.20	222	-85	Hole Abandoned, No Assays Taken
SCC-084	915.92	214	-80	All Assays Received
SCC-085	387.10	254	-78	Hole Not Sampled, No Assays Pending
SCC-086	149.96	0	-90	Hole Not Sampled, No Assays Pending
SCC-087	426.72	234	-80	Hole Not Sampled, No Assays Pending
SCC-088	579.73	0	-90	All Assays Received
SCC-089	100.28	0	-90	Hole Not Sampled, No Assays Pending
SCC-090	712.01	0	-90	All Assays Received
SCC-091	457.20	0	-90	All Assays Received
SCC-092	666.60	0	-90	All Assays Received
SCC-093	546.81	0	-90	All Assays Received
SCC-093A	959.21	0	-90	All Assays Received
SCC-095	457.20	0	-90	All Assays Received
SCC-096	981.76	0	-90	All Assays Received
SCC-097	457.20	0	-90	All Assays Received
SCC-098	1274.52	0	-90	All Assays Received
SCC-099	884.38	0	-90	All Assays Received
SCC-101	413.00	0	-90	All Assays Received
SCC-102	827.38	0	-90	All Assays Received
SCC-103	60.96	0	-90	Hole Abandoned, No Assays Taken
SCC-105	1,029.30	0	-90	All Assays Received
SCC-106	583.84	0	-90	All Assays Received
SCC-107	1,074.12	0	-90	All Assays Received
SCC-108	858.62	0	-90	All Assays Received
SCC-109	859.08	0	-90	All Assays Received
SCC-110	864.72	0	-90	All Assays Received
SCC-111	660.50	270	-80	All Assays Received
SCC-112	1,025.96	0	-90	All Assays Received
SCC-113	994.26	0	-90	All Assays Received
SCC-114	808.33	0	-90	All Assays Received
SCC-115	931.77	0	-90	All Assays Received
SCC-116	726.80	0	-90	All Assays Received
SCC-117	865.02	0	-90	All Assays Received
SCC-118	381.30	140	-65	All Assays Received
SCC-119	998.83	0	-90	All Assays Received
SCC-120	980.54	140	-65	Currently cutting and sampling
SCC-121	760.48	0	-90	All Assays Received
SCC-122	921.56	0	-90	In Lab, All Assays Pending
SCC-123	819.00	0	-90	In Lab, All Assays Pending
SCC-124	710.79	0	-90	In Lab, Assays Pending
SCC-125	890.78	0	-90	In Lab, All Assays Pending
SCC-126	404.93	320	-67	Hole Not Sampled, No Assays Pending
SCC-127	922.02	0	-90	In Lab, Assays Pending
SCC-128	692.96	0	-90	In Lab, Assays Pending
SCC-129	832.10	0	-90	In Lab, All Assays Pending
SCC-130	779.37	0	-90	In Lab, All Assays Pending
SCC-131	873.86	0	-90	Currently cutting and Sampling
SCC-132	898.70	0	-90	In Lab, All Assays Pending
SCC-133	890.93	0	-90	Cutting and sampling
SCC-134	931.62	0	-90	Cutting and sampling
SCC-135	829.05	0	-90	Cutting and sampling
SCC-136	803.76	46	-65	Cutting and sampling
September 2023
---
SEC Technical Report Summary – Santa Cruz	Page 113
---	---
Drillhole	Depth (m)	Azimuth (˚)	Dip (˚)	Assay Status/Comment
---	---	---	---	---
SCC-137	865.94	0	-90	Cutting and sampling
SCC-138	698.44	0	-90	Cutting and sampling
SCC-139	738.68	0	-90	Cutting and sampling
SCC-140	882.70	0	-90	Cutting and sampling
SCC-141	790.80	0	-90	Cutting and sampling
SCC-142	670.71	0	-90	Actively Drilling
SCC-143	590.09	0	-90	Actively Drilling
SCC-144	ACTIVE	0	-90	Actively Drilling
SCC-145	ACTIVE	0	-90	Actively Drilling
SCC-146	ACTIVE	143	-65	Actively Drilling
SCC-147	ACTIVE	0	-90	In Lab, All Assays Pending
SCC23-GT-001	1,141.78	100	-70	In Lab, All Assays Pending
SCC23-GT-002	874.01	140	-75	Currently cutting and sampling
SCC23-GT-003	733.65	45	-80	Actively Drilling

Source: IE, 2023

September 2023
SEC Technical Report Summary – Santa Cruz	Page 114
---	---

Source: IE, 2023

Figure 7-9:Plan Map of Historical and 2021 and 2022 IE Drillhole Collars

7.3.6	Geotechnical Drilling

See Section 13.2.

7.3.7	Hydrogeology

See Section 13.3.

September 2023
SEC Technical Report Summary – Santa Cruz	Page 115
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7.4	QP Opinion
---	---

In the opinion of the Nordmin QP, the quantity and quality of the historical data compilation and twin hole drilling programs, geophysical surveys, geologic logging, are sufficient to support the MRE.

Core logging completed by IE and previous operators meet industry standards for exploration on replacement and porphyry deposits:

·	Collar surveys and downhole surveys were performed<br>using industry-standard instrumentation
·	Drillhole orientations are appropriate for the<br>mineralized style
---	---
·	Drillhole intercepts demonstrate that sampling<br>is representative
---	---

Ongoing collection of geotechnical and hydrogeologic data will be pertinent for future studies.

No other factors were identified with the data collected from the drill programs that could significantly affect the mineral resource estimate.

September 2023
SEC Technical Report Summary – Santa Cruz	Page 116
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8	Sample Preparation, Analysis and Security
---	---
8.1	Sample Preparation Methods and Quality Control Measures
---	---

From September 2021 to December 2022, IE samples were sent to one of four independent laboratories: Skyline Laboratories located in Tucson, AZ, USA; SGS Laboratories located in Burnaby, BC, Canada, SGS Lakefield, ON, Canada for SEQ Analysis; or American Assay Laboratories located in Sparks, NV, USA. All samples sent through SGS Laboratories were prepped at SGS Burnaby, BC, Canada. At the time, all assay labs were well established and recognized assay and geochemical analytical services companies and are independent of IE.

8.2	Sample Preparation, Assaying and Analytical Procedures

The diamond drill core from the Santa Cruz and Texaco Deposits were sampled by IE in 2021 under the direct supervision of Santa Cruz Geology Manager Christopher Seligman, MAusIMM CP(Geo) and Eric Castleberry, PG, US Operations Manager. Diamond drill core from the Santa Cruz, East Ridge, and Texaco Deposits sampled by IE in 2022 were completed under the direct supervision of Santa Cruz Geology Manager Christopher Seligman and Santa Cruz Exploration Manager Arron Jergenson.

Samples were cut lengthwise, either in half or in four quarters, using an NTT brand diamond bladed saw or a Husqvarna table saw (Figure 8-1). The sample consisted of one half or one quarter of the core which was placed in a plastic sample bag labeled with the sample number and the sample bag was sealed with a zip tie. That bag was then placed in a burlap sample bag labeled with the sample number and a sample tag added between the plastic and burlap bags. The sample tag corresponded with the tag stapled to the core box where the remaining half or three-quarters of the core was placed for catalog and storage (Figure 8-2). The burlap sample bags were then placed in labeled large plastic bags in batches of 25, that bag was sealed with a zip tie, and those bags were placed in large fold-out plastic bins for transport to the lab facility (Figure 8-3).

September 2023
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---	---

Source: Nordmin, 2023

Figure 8-1: NTT Diamond BladedAutomatic Core Saw used for Cutting Diamond Drill Core for Sampling

September 2023
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---	---

Source: Nordmin, 2023

Figure 8-2: Tee Street Core StorageFacility

Source: Nordmin, 2023

Figure 8-3: (Left) samples placedin burlap and inner plastic bags labeled with sample numbers; (Right) sample batches placed in large plastic bags and bins for shippingto lab

September 2023
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8.2.1	Skyline Laboratories
---	---

Half of the total drill core samples taken during the 2021 and 2022 diamond drilling program were prepared and analyzed at Skyline Laboratories, Tucson, Arizona. The samples were crushed from the split core to prepare a total sample of up to 5 kilograms (kg) at 75% passing 6 mm. Samples were then riffle split, and a 250 g sample was pulverized with a standard steel to plus 95% passing at 150 µm. After sample pulp preparation, the samples were analyzed in the following manner:

·	All samples were analyzed for total Cu using<br>multi-acid digestions with an atomic absorption spectrometry (AAS) finish. The lower limit of detection is 0.01% for total Cu, with an<br>upper detection limit of 10%.
·	Sequential Analysis for cyanide soluble and acid<br>soluble Cu were conducted via multi-acid leaching with an AAS finish. For sequential acid leaching (SEQ) Cu analyses, the lower limit<br>of detection is 0.005%, with an upper detection limit of 10%.
---	---
·	Molybdenum was prepared using multi-acid digestion<br>and analyzed using inductively coupled plasma optical emission spectrometry (ICP-OES). This analysis has a lower detection limit of 0.001%.
---	---
·	Samples greater than 10% Cu, with a 20% threshold,<br>were analyzed again using a Long Iodine method.
---	---
8.2.2	SGS Laboratories
---	---

Half of the total drill core samples taken during the 2022 diamond drilling program were prepared and analyzed at SGS Laboratories in Burnaby, BC, Canada or SGS Lakefield, ON, Canada. The samples were crushed from the split core to prepare a total sample of up to 5 kg at 6 mm. Samples were then riffle split, and a 250 g sample was crushed to 75% passing at 2 mm. The sample was then pulverized with a standard steel to plus 85% passing at 75 µm. After sample pulp preparation, the samples were analyzed in the following manner:

·	All samples were analyzed for total Cu using<br>a sodium peroxide fusion with an inductively coupled plasma atomic emission spectroscopy (ICP-AES) finish. The lower limit of detection<br>is 0.001% for total Cu, with an upper detection limit of 5%.
·	Sequential analysis for cyanide soluble and acid<br>soluble Cu were conducted via multi-acid leaching with an AAS finish. For SEQ Cu analyses, the lower limit of detection is 0.005%, with<br>an upper detection limit of 100%.
---	---
·	Molybdenum was prepared using multi-acid digestion<br>and analyzed using ICP-OES. This analysis has a lower detection limit of 0.05 ppm and an upper detection of 10,000 ppm.
---	---
·	Samples greater than 5% Cu, with a 30% threshold,<br>were analyzed again using sodium peroxide fusion overlimit with an ICP-OES finish.
---	---
8.2.3	American Assay Laboratories
---	---

A single drillhole from the 2021 drill campaign was prepared and analyzed at American Assay Laboratories in Sparks, Nevada. The samples were crushed from the split core to prepare a total sample of up to 5 kg at 75% passing 10 mm. Samples were then riffle split and pulverized with a standard steel to plus 95% passing at 150 µm. After sample pulp preparation, the samples were analyzed in the following manner:

September 2023
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·	All samples were analyzed for total Cu using<br>AAS, total molybdenum with an inductively coupled plasma mass spectrometer (ICP-MS), and acid soluble and cyanide soluble Cu with sequential<br>leaching with an AAS finish. A measurement for residual Cu was also taken; this is essentially the Cu that is measured that cannot be<br>attributed to cyanide soluble, acid soluble, or total Cu. The lower detection limit is 0.001%, with an upper limit of 10%. Samples greater<br>than or equal to 10% were alternatively measured using Long Iodine analysis, which has an upper detection limit of 20%.
---	---
·	The detection limit at American Assay Laboratories<br>is an order of magnitude less than at Skyline Laboratories; therefore, there is a lower resolution, but during a comparison between the<br>two labs, it was found that the results were similar.
---	---
·	Due to QA/QC failures at American Assay Laboratories, IE<br>discontinued work with this lab.
---	---
8.2.4	Historical Core Assay Sample and Analysis
---	---

Historically, samples for both the Texaco and Santa Cruz Deposit drilling were sent to Skyline Laboratories to be assayed for standard total Cu and non-sulfide Cu methods. Samples were crushed and split; a 250 to 500 mg sample was then prepared in the following ways:

·	Total Cu analysis samples were dissolved using<br>a mixture of hydrochloric acid (HCl), nitric acid (HNO3) and perchloric acid (HClO4) over low heat. The mixture<br>was then measured using AAS.
·	Non-sulfide Cu was dissolved using a mixture<br>of sulfuric acid (H2SO4) and sulfurous acid (H2SO3) over moderate to high heat. This mixture<br>was then filtered, diluted, and measured using AAS.
---	---
8.3	Specific Gravity Sampling
---	---

A combined total of 2,637 SG measurements for the Santa Cruz, East Ridge, and Texaco Deposits were provided during 2021-2022 on site drill core measurements. SG measurements were taken from representative core sample intervals (approximately 0.1 m to 0.2 m long). SG was measured using a water dispersion method. The samples were weighed in air, and then the uncoated sample was placed in a basket suspended in water and weighed again. SG is calculated by using the weight in air versus the weight in water method (Archimedes), by applying the following formula:

Specific Gravity =	Weight in Air
	(Weight in Air − Weight in Water)
8.4	Quality Control Procedures/Quality Assurance
---	---

Quality assurance and quality control (QA/QC) measures were set in place to ensure the reliability and trustworthiness of exploration data. These measures include written field procedures and independent verifications of aspects such as drilling, surveying, sampling, assaying, data management, and database integrity. Appropriate documentation of QC measures and regular analysis of QC data is essential as a safeguard for project data and form the basis for the QA program implemented during exploration.

Analytical QC measures involve internal and external laboratory procedures implemented to monitor the precision and accuracy of the sample preparation and assay data. These measures are also important to identify potential sample sequencing errors and to monitor for contamination of samples.

September 2023
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The Company submitted a blank, standard, or duplicate sample on every seventh sample. Sampling and analytical QA/QC protocols typically involve taking duplicate samples and inserting QC samples (certified reference material [CRM] and blanks) to monitor the assay results' reliability throughout the drill program.

8.4.1	IE Santa Cruz Sampling

Standards

During the 2022 drilling campaign, IE submitted eight different CRMs as a part of their QA/QC protocol across the Santa Cruz, East Ridge, and Texaco Deposits. OREAS 905 was archived by OREAS and was replaced with OREAS 901 by the Company as the new low-grade copper standard. The review of the CRM results identified no laboratory failures at Skyline Laboratories or SGS Laboratories. Table 8-1 shows the eight standards submitted to Skyline by IE and their mean measured values. At the time of writing, not enough results for CRMs measured at SGS Laboratories had been returned to adequately track their progress. Table 8-2 shows the seven internal standards used by Skyline as quality control and tracking of their average results. Figure 8-4 to Figure 8-8 are charts which track the progress of CRM measurements over time. Few measurements go above or below three standard deviations, which is followed by a recalibration at the lab and a re-analysis of the sample.

Table 8-1: IE Submitted Standards Measuredat Skyline Laboratories

Standard	Count	Best Cu Total	Mean Value Cu Total (%)	Bias (%)	Best Value CuAs-SEQ (%)	Mean Value CuAS-SEQ (%)	Bias (%)	Best Value CuCN-SEQ (%)	Mean Value CuCN-SEQ (%)	Bias (%)
OREAS 908	64	1.26	1.25	0.01	1.078	1.08	-0.002	0.023	0.023	0.002
OREAS 907	28	0.6	0.649	0.049	0.531	0.55	0.019	0.018	0.012	0.006
OREAS 906	19	0.31	0.322	0.012	-	-	-	-	-	-
OREAS 905	21	0.155	0.159	0.004	-	-	-	-	-	-
OREAS 901	55	0.141	0.140	-0.71	-	-	-	-	-	-
OREAS 501d	51	0.27	0.273	0.003	-	-	-	-	-	-
OREAS 503d	35	0.53	0.528	0.002	-	-	-	-	-	-
OREAS 504c	44	1.13	1.108	0.022	-	-	-	-	-	-

Source: Nordmin, 2023

Table 8-2: Skyline Internal QA/QC CRMSamples and Results

Standard	Count	Best Value CuT (%)	Mean Value CuT (%)	Bias (%)	Best Value Cu-AS-SEQ (%)	Mean Value	Bias (%)	Best Value Cu-CN-SEQ (%)	Mean Value	Bias (%)
SKY5	801	-	-	-	0.18	0.18	0.0	0.155	0.153	0.658
SKY6	783	-	-	-	0.42	0.4	-4.1	0.076	0.083	6.410
CDN-CM-21	221	0.54	0.53	0	-	-	-	-	-	-
CDN-CM-14	442	1.06	1.06	0	-	-	-	-	-	-
CDN-CM-29	187	0.74	0.74	0	-	-	-	-	-	-
CDN-CM-33	185	0.35	0.35	0	-	-	-	-	-	-
CDN-W-4	220	0.14	0.14	0.00	-	-	-	-	-	-

Source: Nordmin, 2023

September 2023
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Source: Nordmin, 2023

Figure 8-4: Santa Cruz Deposit,OREAS 501d Standard Total Cu (g/t), Assayed at Skyline Laboratories

Source: Nordmin, 2023

Figure 8-5: Santa Cruz Deposit,OREAS 906 Standard Total Cu (g/t), Assayed at Skyline Laboratories

September 2023
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Source: Nordmin, 2023

Figure 8-6: Santa Cruz Deposit,OREAS 907 Standard Total Cu (g/t), Assayed at Skyline Laboratories

Source: Nordmin, 2023

Figure 8-7: Santa Cruz Deposit,OREAS 908 Standard Total Cu (g/t), Assayed at Skyline Laboratories

September 2023
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Source: Nordmin, 2023

Figure 8-8: Santa Cruz Deposit,OREAS 901 Standard Total Cu (g/t), Assayed at Skyline Laboratories

Blanks

The Company submitted 725 coarse granite blanks to Skyline Laboratories and 147 coarse granite blanks to SGS Laboratories for the Santa Cruz Deposit drilling in 2022 as part of its QA/QC process. No significant carryover of elevated metals is evident in blanks measured at Skyline Laboratories nor SGS Laboratories. A threshold of +/- 0.02% Cu was accepted for blank samples, if samples did not initially pass. Samples which failed were reanalyzed. Figure 8-9 illustrates the blank performance of Skyline and Figure 8-10 displays the performance of SGS.

September 2023
SEC Technical Report Summary – Santa Cruz	Page 125
---	---

Source: Nordmin, 2023

Figure 8-9: Blank Results fromSkyline Laboratory Analyses from the 2021 and 2022 Drill Program

September 2023
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Source: Nordmin, 2023

Figure 8-10: SGS Blank Resultsfrom the 2022 Drill Program

Duplicates

The Company submitted 737 field duplicates to Skyline Laboratories during the 2021 and 2022 drill campaigns as a part of its QA/QC process. Duplicates were also submitted to SGS Laboratories for the 2022 drill program, but not enough samples had been returned to track results at the time of writing. Original versus duplicate sample results for total Cu (%) are present in Figure 8-11. The results of the field duplicates are in good agreement for total Cu (%), acid soluble Cu (%) and cyanide soluble Cu (%).

September 2023
SEC Technical Report Summary – Santa Cruz	Page 127
---	---

Source: Nordmin, 2023

Figure 8-11: Field Duplicate Results,in Cu (%), Measured at Skyline Laboratories for the Santa Cruz Deposit

8.4.2	2022 East Ridge and Texaco Sampling

Standards

During the 2022 drilling campaign IE submitted 5 CRMs for drilling conducted within the Texaco exploration property and 5 CRMs for the drilling within East Ridge. Results for two submitted CRMs were available for East Ridge at the time of writing. A review of the CRM results identified no failures from Skyline Laboratories or SGS laboratories for samples submitted from either deposit. Table 8-3 and Table 8-4 show the CRMs submitted to Skyline and a comparison of the average grade for different measured elements for Texaco and East Ridge, respectively. Figure 8-12 to Figure 8-14 are charts tracking submitted standard results to Skyline Laboratories for the Texaco Deposit. Figure 8-15 and Figure 8-16 are charts tracking submitted standard results to Skyline Laboratories for the East Ridge Deposit. Table 8-5 and Figure 8-16 show the CRM results submitted to SGS Laboratories for East Ridge drilling. Not enough assays were received for standard OREAS 906 or OREAS 503d to create a chart tracking progress. In the rare instance of failure (outside three standard deviations), the lab re-calibrated equipment and re-analyzed the batch.

Table 8-5 contains Skyline internal CRM measurements and their results.

September 2023
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Table 8-3: IE Inserted CRMs for TexacoDrilling 2022

Standard	Count	Best Value Cu (%)	Mean Value Cu (%)	Bias (%)
Oreas 906	3	0.32	0.31	0.00
Oreas 501d	12	0.27	0.27	0.18
Oreas 503d	3	0.53	0.53	1.32
Oreas 504c	28	1.13	1.082	-2.54
OREAS 151a	12	0.166	0.171	2.91

Source: Nordmin, 2023

Table 8-4: IE inserted CRMs for EastRidge Drilling 2022, measured at Skyline Laboratories

Standard	Count	Best Value Cu (%)	Mean Value Cu (%)	Bias (%)	Best Value SEQ (%)	Mean Value SEQ (%)	Bias (%)
OREAS 901	9	0.141	0.144	2.13	-	-	-
OREAS 906	2	0.31	0.31	-0.13	0.259	0.263	1.54

Source: Nordmin, 2023

Table 8-5: IE inserted CRMs for EastRidge Drilling 2022, measured at SGS Laboratories

Standard	Count	Best Value CuT (%)	Mean Value CuT (%)	Bias (%)	Best Value SEQ Cu (%)	Mean Value	Bias (%)
OREAS 906	3	0.31	0.309	0.32	0.259	0.266	-2.63

Source: Nordmin, 2023

Figure 8-12: Texaco Deposit, OREAS151a Standard Total Cu (g/t), Assayed at Skyline Laboratories

September 2023
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Source: Nordmin, 2023

Figure 8-13: Texaco Deposit, OREAS504c Standard Total Cu (%), Assayed at Skyline Laboratories

Source: Nordmin, 2023

Figure 8-14: Texaco Deposit, OREAS501d Standard Total Cu (%), Assayed at Skyline Laboratories

September 2023
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Source: Nordmin, 2023

Figure 8-15 East Ridge Deposit,OREAS 901 Standard Total Cu (%), Assayed at Skyline Laboratories

Source: Nordmin, 2023

Figure 8-16: East Ridge Deposit,OREAS 906 Standard Total Cu (%), Assayed at SGS Laboratories

September 2023
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Blanks

The Company submitted 70 coarse granite blanks for the Texaco Deposit drilling and 13 for East Ridge during the 2022 drill campaign to Skyline Laboratories, at the time of this report, as part of its QA/QC process. Additionally, four blanks were sent to SGS Laboratories for the East Ridge Deposit during the 2022 drill campaign. No significant carryover of elevated metals is evident in blanks measured at Skyline Laboratories. A threshold of +/- 0.02% Cu was accepted for blank samples, if samples did not initially pass. Samples which failed were reanalyzed. Figure 8-17 and Figure 8-18 are charts for blanks inserted into Texaco and East Ridge drilling measured at Skyline Laboratories. Figure 8-19 is a chart for blanks inserted into East Ridge drilling, measured by SGS Laboratories.

Source: Nordmin, 2023

Figure 8-17: Texaco Blanks forTotal Cu

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Source: Nordmin, 2023

Figure8-18: East Ridge Blanks, Total Cu

September 2023
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Source: Nordmin, 2023

Figure 8-19: East Ridge SGS LaboratoriesBlanks, Total Cu (%)

Duplicates

The Company submitted 14 field duplicates to Skyline Laboratories and five to SGS Laboratories for East Ridge and 74 to Skyline Laboratories for Texaco during the 2022 drilling campaign, at the time of this report, as a part of its QA/QC process. Original versus duplicate sample results for total Cu (%) are present in Figure 8-20 to Figure 8-22. All samples appear to be in reasonable agreement. Slight to moderate differences can be explained by a “nugget” effect and geological inconsistencies in mineralization.

September 2023
SEC Technical Report Summary – Santa Cruz	Page 134
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Source: Nordmin, 2023

Figure 8-20: Original Versus FieldDuplicate Sample Results for the Texaco Deposit as total Cu (%) from Samples Submitted to Skyline Laboratories

September 2023
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Source: Nordmin, 2023

Figure 8-21: Original Versus FieldDuplicate Sample Results for the East Ridge Deposit as Total Cu (%) from Samples Submitted to Skyline Laboratories

September 2023
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Source: Nordmin, 2023

Figure 8-22: Original Versus FieldDuplicate Sample Results for East Ridge Deposit as Total Cu (%) from Samples Submitted to SGS Laboratories

8.4.3	2021 IE Sampling

Standards

During the 2021 drilling campaign IE submitted six different CRMs as a part of their QA/QC protocol, with 33 submitted in total. The review of the CRM results identified no laboratory failures at Skyline Laboratories and seven failures at American Assay Laboratories. OREAS 908 falls within the range of +/- two standard deviations for Cu Total (%) and acid soluble Cu (%) (Table 8-6 and Table 8-7 and Figure 8-23 to Figure 8-28). Skyline Laboratories submitted seven different CRMs, including two inhouse CRMs, as a part of their QA/QC process (Table 8-8), and American Assay Laboratories submitted three different CRMs as a part of their QA/QC process (Table 8-9).

September 2023
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Table 8-6: CRMs Inserted by IE intoSample Batches Sent to Skyline Laboratories

Standard	Count	Best<br> Value<br> Cu<br> (%)	Mean<br> Value<br> Cu<br> (%)	Bias<br> (%)	Best<br> Value<br> Cu-AS-<br> SEQ<br> (%)	Mean<br> Value<br> Cu-AS-<br> SEQ<br> (%)	Bias<br> (%)	Best<br> Value<br> CuCN-<br> SEQ<br> (%)	Mean<br> Value<br> CuCN-<br> SEQ<br> (%)	Bias<br> (%)
OREAS 908	9	1.26	1.256	0.004	1.078	1.067	0.011	0.022	0.024	0.002
OREAS 907	6	0.6	0.652	0.052	0.531	0.54	0.009	0.018	0.015	0.003
OREAS 906	4	0.31	0.31	0	0.269	1.126	-0.86	0.01	0.019-	-0.009
OREAS 501 d	6	0.27	0.27	0	-	-	-	-	-	-
OREAS 503 d	4	0.53	0.524	0.006	-	-	-	-	-	-
OREAS 504c	1	1.13	1.09	0.04	-	-	-	-	-	-

Source: Nordmin, 2023

Table 8-7: CRMs Inserted by IE intoSample Batches Sent to American Assay Laboratories

Standard	Count	BestValueCu (%)	MeanValueCu (%)	Bias (%)	BestValueCuAS-SEQ(%)	MeanValueCuAS-SEQ(%)	Bias (%)	BestValueCuCN-SEQ(%)	MeanValueCuCN-SEQ(%)	Bias(%)
OREAS 908	10	1.26	1.299	0.039	1.078	1.067	0.64	0.022	0.023	0.001
OREAS 907	5	0.6	0.643	0.043	0.531	0.54	1.31	0.018	0.009	0.009
OREAS 906	2	0.31	0.33	0.02	-	-	-	-	-	-
OREAS 503c	1	0.27	0.545	0.275	-	-	-	-	-	-
OREAS 504c	3	1.13	1.11	0.02	-	-	-	-	-	-

Source: Nordmin, 2023

Table8-8: Skyline Laboratory Submitted CRMs

Standard	Count	Best<br> Value<br> CuT<br> (%)	Mean<br> Value<br> CuT<br> (%)	Bias<br> (%)	Best<br> Value<br> Cu-AS-<br> SEQ<br> (%)	Mean<br> Value	Bias<br> (%)	Best<br> Value Cu-<br> CN-SEQ<br> (%)	Mean<br> Value	Bias<br> (%)
SKY5	48	-	-	-	0.18	0.18	0.00	0.155	0.156	0.00
SKY6	48	-	-	-	0.42	0.41	0.01	0.076	0.077	0.00
CDN-CM-21	14	0.54	0.54	0.00	-	-	-	-	-	-
CDN-CM-14	34	1.06	1.07	-0.01	-	-	-	-	-	-
CDN-CM-29	12	0.74	0.74	0.00	-	-	-	-	-	-
CDN-CM-33	12	0.35	0.36	-0.01	-	-	-	-	-	-
CDN-W-4	20	0.14	0.14	0.00	-	-	-	-	-	-

Source: Nordmin, 2023

Table8-9: American Assay Laboratory Submitted CRMs

Standard	Count	BestValue Cu(%)	MeanValue Cu(%)	Best ValueCuAS-SEQ(%)	Mean ValueCu-AS-SEQ(%)	Bias(%)
OREAS 600b	3	0.05	0.051	-	-	-
OREAS 602b	3	0.494	0.495	-	-	-
OREAS 905	3	0.157	0.158	0.128	0.127	0.001

Source: Nordmin, 2023

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Source: Nordmin, 2023

Figure 8-23: Santa Cruz Deposit,OREAS 908 Standard Total Cu (g/t), Assayed at Skyline Laboratories

Source: Nordmin, 2023

Figure 8-24: Santa Cruz Deposit,OREAS 908 Standard Cyanide Soluble Cu (g/t), Assayed at Skyline Laboratories

September 2023
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Source: Nordmin, 2023

Figure8-25: Santa Cruz Deposit, OREAS 908 Standard Cyanide Soluble Cu (g/t), Assayed at Skyline Laboratories

Source: Nordmin, 2023

Figure 8-26: Santa Cruz Deposit,OREAS 908 Standard Total Cu (g/t), Assayed at American Assay Laboratories

September 2023
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Source: Nordmin, 2023

Figure 8-27: Santa Cruz Deposit,OREAS 908 Standard Acid Soluble Cu (g/t), Assayed at American Assay Laboratories

Source: Nordmin, 2023

Figure 8-28: Santa Cruz Deposit,OREAS 908 Standard Cyanide Soluble Cu (g/t), Assayed at American Assay Laboratories

September 2023
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Blanks

The Company submitted 50 coarse blanks during the 2021 drill campaign, at the time of this report, as part of its QA/QC process. The Company used local granite blanks during the 2021 drill campaign as part of its QA/QC process. One blank was used labeled as Blank. The blank has been tested by Skyline Laboratories to ensure that there is no trace of Cu present. No significant carryover of elevated metals is evident in blanks measured at Skyline Laboratories (Figure 8-29). There is a carryover of metals evident in blanks measured at American Assay Laboratories related to dust control issues at this lab (Figure 8-30). The samples from these batches were re-analyzed by the lab, as set out in the QA/QC protocol.

Source: Nordmin, 2023

Figure 8-29: Blanks Submitted byIE to Skyline Laboratories for QA/QC Process

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Source: Nordmin, 2023

Figure 8-30: Blanks Submitted byIE to American Assay Laboratories for QA/QC Process

Duplicates

The Company submitted 64 field duplicates during the 2021 drill campaign, at the time of this report, as a part of its QA/QC process. Original versus duplicate sample results for total Cu (%) are present in Figure 8-31 and Figure 8-32. The results of the field duplicates are in good agreement for total Cu (%), acid soluble Cu (%) and cyanide soluble Cu (%). Skyline Laboratories submitted 175 lab duplicates (119 total Cu, 125 Acid Soluble, 125 Cyanide Soluble and 119 Mo) during the 2021 drill campaign as a part of their QA/QC process. The results of the laboratory duplicates versus the original sample measurements for total Cu (%) are presented in Figure 8-33. The results of the laboratory duplicates are in good agreement for total Cu (%), acid soluble Cu (%) and cyanide soluble Cu (%). American Assay Laboratories submitted 21 Lab duplicates (all measured for total Cu, acid soluble Cu, cyanide soluble Cu and molybdenum) during the 2021 drill campaign as a part of their QA/QC process. The results of the laboratory duplicates are in good agreement for total Cu (%), acid soluble Cu (%) and cyanide soluble Cu (%) and molybdenum (ppm). The results of the duplicates versus the original sample measurements for total Cu (%) can be viewed in Figure 8-34.

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Source: Nordmin, 2023

Figure 8-31: Original Versus FieldDuplicate Sample Results as Total Cu (%) from Samples Submitted to Skyline Laboratories

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Source: Nordmin, 2023

Figure 8-32: Original Versus FieldDuplicate Sample Results as Total Cu (%) from Samples Submitted to American Assay Laboratories

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Source: Nordmin, 2023

Figure 8-33: Duplicates Completedby Skyline Laboratories for QA/QC Process

Source: Nordmin, 2023

Figure 8-34: Duplicates Completedby American Assay Laboratories for QA/QC Process

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8.5	Security and Storage
---	---

The Santa Cruz East Ridge, and Texaco core is stored in wax impregnated core boxes and transported to the core logging shack. After being logged, the core boxes are palletized, weatherized, and stored in IE’s core storage facilities. The core storage is locked behind bay doors or chain link fencing for security purposes. All samples for analyses are transported by courier to the laboratory in Tucson, Arizona, or Burnaby, BC, Canada.

8.6	QP Opinion

Nordmin has been supplied with all raw QA/QC data and has reviewed and completed an independent check of the results for all the Santa Cruz Project sampling programs. Nordmin has completed a lab inspection of Skyline Laboratories, and IE has completed a lab inspection of SGS Laboratories and American Assay Laboratories. It is Nordmin’s opinion that the sample preparation, security, and analytical procedures used by all parties are consistent with standard industry practices and that the data is suitable for the Mineral Resource Estimate.

Nordmin recommends that IE acquire higher grade standards, and/or create their own standard, to better reflect the grade profile of the expected mineable material. Currently, the highest grade standard in use is OREAS 908 at 1.26% TCu, which is insufficient for QA/QC assurance of the highest grade material (which is closer to ~2% TCu) that is expected to be mined at the three Deposits Nordmin has also identified further recommendations to IE to ensure the continuation of a robust QA/QC program, and has noted that there are no material concerns with the geological or analytical procedures used, or the quality of the resulting data.

September 2023
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9	Data Verification
---	---
9.1	Data Verification Procedures
---	---

Nordmin completed several data verification checks throughout the duration of the Mineral Resource Estimate. The verification process included two site visits to the Santa Cruz Project by Nordmin to review surface geology, drill core geology, geological procedures, QA/QC procedures, chain of custody of drill core, and the collection of independent samples for assay verification. The site visits occurred from March 2^nd^ to 6^th^, 2022 and November 7^th^ to 10^th^, 2022. The data verification included:

·	Survey<br> spot check of drill collars
·	Spot<br> check comparison of assays from the drillhole database against original assay records (lab<br> certificates)
---	---
·	Spot<br> check of drill core lithologies recorded in the database versus the core located in the core<br> processing and storage facilities
---	---
·	Spot<br> check of drill core lithologies in the database versus the lithological model
---	---
·	Review<br> of the QA/QC performance of the drill programs
---	---

Nordmin has also completed additional data analysis and validation, as outlined in Section 8.

9.2	Nordmin Site Visit 2022

Nordmin completed a site visit to the Santa Cruz Project from March 2^nd^ to March 6^th^, 2022. Nordmin was accompanied by IE management team members and project geologists. Additionally, Nordmin also visited the site on November 7^th^ through November 10^th^, 2022.

Activities during the site visits included:

·	Review<br> of the geological and geographical setting of the Santa Cruz Project
·	Review<br> and inspection of the site geology, mineralization, and structural controls on mineralization
---	---
·	Review<br> of the drilling, logging, sampling, analytical, and QA/QC procedures
---	---
·	Review<br> of the chain of custody of samples from the field to the assay lab
---	---
·	Review<br> of the drill logs, drill core, storage facilities, and independent assay verification on<br> selected core samples
---	---
·	Confirmation<br> of several drillhole collar locations
---	---
·	Review<br> of the structural measurements recorded within the drill logs and how they are utilized within<br> the 3D structural model
---	---
·	Verification<br> of a portion of the drillhole database
---	---

IE geologists completed the geological mapping, core logging, and sampling associated with each drill location, therefore, Nordmin relied on IE’s database to review the core logging procedures, collection of samples, and chain of custody associated with the drilling programs. IE provided Nordmin with digital copies of the logging and assay reports, all drilling data, including collars, logs, and assay results, prior to the site visit.

No significant issues were identified during the site visit.

IE employs a rigorous QA/QC protocol, including the routine insertion of field duplicates, blanks, and certified reference standards. Nordmin was provided with an excerpt from the database for review.

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Currently, IE’s core logging scope includes measured sections of fractures, faults, shears, and other structures. Downhole televiewer data is collected and compiled with the logging information. This allows for the accurate measurement of structures.

The geological data collection procedures and the chain of custody were found to be consistent with industry standards and following IE’s internal procedural documentation. Nordmin was able to verify the quality of geological and sampling information and develop an interpretation of Cu (primary, acid soluble and cyanide soluble) grade distributions appropriate for the MRE.

9.2.1	Field Collar Validation

Nordmin and a senior IE geologist verified several collar locations during the November site visit using a Garmin GPSMAP 64sx handheld GPS unit. The collars taken by Nordmin are very similar, if not exact, to what IE had for collar locations. Table 9-1 and Figure 9-1 demonstrate the comparison between the collected collar locations for select historical and 2021/2022 IE drillholes to the IE collar locations used in the MRE.

Photos of drillhole collars for historic holes CG-091 and CG-030 can be seen in Figure 9-2.

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Table 9-1: Check Coordinates forDrilling Within the Santa Cruz, East Ridge, and Texaco Deposits November 9, 2022

	Original Coordinates		Check Coordinates
Hole ID	Easting	Northing	Easting	Northing
CG-021	417,681.0	3,640,646.1	417,692.2	3,640,646.4
CG-030	417,838.1	3,640,036.4	417,838.5	3,640,036.4
CG-047	419,086.6	3,643,143.5	419,086.5	3,643,144.2
CG-055	417,832.8	3,639,424.9	417,833.4	3,639,420.8
CG-061	417,833.9	3,639,581.1	417,834.5	3,639,579.8
CG-065	417,844.7	3,640,488.8	417,844.1	3,640,490.1
CG-068	417,894.1	3,639,506.3	417,893.1	3,639,504.3
CG-083	417,897.0	3,640,118.5	417,898.2	3,640,118.6
CG-091	417,861.4	3,639,958.8	417,862.3	3,639,957.2
CG-092	417,768.0	3,640,117.3	417,768.7	3,640,117.6
CG-099	417,898.7	3,639,661.0	417,898.5	3,639,660.8
CG-100	417,758.8	3,639,654.9	417,758.3	3,639,654.3
CG-101	417,759.1	3,640,427.4	417,758.4	3,640,427.4
SC-024	417,494.1	3,641,007.9	417,496.6	3,641,006.9
SC-029	419,648.6	3,643,194.8	419,648.0	3,643,196.2
SC-036	417,491.3	3,641,157.6	417,492.9	3,641,149.2
SC-039	417,640.6	3,640,854.2	417,645.0	3,640,860.3
SC-041	419,369.7	3,643,301.1	419,369.7	3,643,302.5
SC-042	419,636.1	3,643,254.0	419,638.0	3,643,246.7
SC-043	419,174.8	3,643,173.9	419,176.4	3,643,173.8
SC-067	419,422.9	3,642,948.3	419,420.1	3,642,947.9
SCC-001	417,838.0	3,639,741.0	417,837.1	3,639,741.1
SCC-002	417,683.0	3,640,043.0	417,696.1	3,640,053.3
SCC-004	417,536.0	3,640,350.0	417,534.6	3,640,348.6
SCC-005	417,837.7	3,640,344.0	417,840.7	3,640,342.8
SCC-006	417,863.6	3,640,199.8	417,864.8	3,640,201.7
SCC-007	418,341.0	3,639,977.0	418,342.3	3,639,974.7
SCC-008	417,937.0	3,639,914.0	417,937.4	3,639,914.4
SCC-012	419,564.0	3,643,172.0	419,562.1	3,643,175.6
SCC-014	419,175.1	3,643,173.6	419,176.4	3,643,173.8
SCC-015	419,378.5	3,643,167.5	419,379.2	3,643,169.5
SCC-017	419,378.0	3,643,172.7	419,378.2	3,643,174.1

Source: Nordmin, 2023

Note: Drillholes beginning with “SCC” are recent holes drilled by IE. All other hole ID’s represent historical drillholes throughout the property.

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Source: Nordmin, 2023

Figure 9-1: Map of Check DrillholeCollar Locations from November 2022 Site Visit

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Source: Nordmin, 2023

Figure 9-2: Collars for HistoricDiamond Drillholes CG-091 and CG-030

9.2.2	Core Logging, Sampling, and Storage Facilities

The Company drillholes are logged, photographed, and sampled on site at the core logging facility (Figure 9-3 to Figure 9-5). No historical core is available. Recently drilled core is palletized, winterized, stored at IE’s core storage facilities (Figure 9-3). The core samples, pulps, and coarse rejects are kept at the core logging facility or at IE’s core storage facilities.

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Source: Nordmin, 2023

Figure 9-3: IE Core Logging FacilityLocated in Casa Grande, Arizona

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Source: Nordmin, 2023

Figure 9-4: IE’s Core StorageFacilities - Core is Predominantly Stored Outside, Winterized and on Pallets. Further Core Storage is Available in Buildings 1 and 2

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Source: Nordmin, 2023

Figure 9-5: Core Photography Stationat IE Core Logging Facility

MX Deposit^TM^ logging software is used for the drill program. The software has been extensively customized, and all core loggers have been very well trained. As a result, the QP found great consistency of logging across all personnel, a rarity in the industry. Geotechnical measurements are also taken in MX Deposit and are equally robust and consistent across personnel.

Documented drilling, logging, and sampling SOPs, including a standardized drill inspection checklist are used to standardize and enforce procedures. QA/QC samples, including blanks, duplicates, and standards, are appropriately selected and applied to the assaying.

Prior to the November site visit by the QP, anomalous SG values were observed in database exports. This included negative values and values less than or close to the SG of water (1.0). Upon inspection of the SG station (Figure 9-6), it was noted that the vessel used for weight in water was not of adequate size and the water contained large amounts of sediment, likely causing erroneous measurements. The QP discussed how to rectify these issues with the on-site team and will be closely monitoring SG values going forward. All suggested changes have since been implemented. The existing SG database was subsequently corrected and validated to the satisfaction of the QP, all incoming SG measurements have been reviewed and were acceptable.

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Source: Nordmin, 2023

Figure 9-6 Specific Gravity MeasuringStation within Core Logging Facility

Historical drill core has not been preserved; several core dumps can be found around the property, but it is not available for review.

9.2.3	Independent Sampling

Nordmin selected intervals from two Santa Cruz Deposit holes. A total of 14 verification samples were collected (Table 9-2) from the Santa Cruz available diamond drillholes. During the November 2022 site visit an additional 50 samples were selected for verification from the Texaco Deposit diamond drillholes (Table 9-3). Diamond drill core previously sampled (halved) was re-sampled by having the labs re-analyze the coarse reject material. Two assay laboratories were used during the 2021 drill campaign; therefore, the decision was made by Nordmin to send the independent samples to both laboratories to check for any lab bias.

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Table 9-2: Original Assay Values VersusNordmin Check Sample Assay Values from the March 2022 Site Visit

			Original Sample				Check Sample
Sample Number	From	To	TCu (%)	ASCu-SEQ	CNCu-SEQ	Mo(%)	TCu(%)	ASCu-SEQ	CNCu-SEQ	Mo(%)
SKY5022508	582.35	583.70	0.12	0.041	0.005	0.013	0.12	0.045	0.007	0.011
SKY5022513	587.70	588.70	6.05	4.535	0.014	0.012	6.03	5.544	0.012	0.012
SKY5022517	590.70	591.70	2.02	1.756	0.007	0.008	2.17	2.134	0.007	0.007
SKY5022525	591.70	600.70	1.2	1.069	0.011	0.009	1.23	1.207	0.012	0.006
SKY5022601	600.70	687.23	3.99	3.803	0.039	0.005	4.05	3.947	0.039	0.005
SKY5022604	600.70	690.23	6.89	1.472	3.742	0.011	6.95	1.527	5.31	0.01
SKY5022585	664.23	666.23	1.98	1.818	0.007	0.012	1.99	1.98	0.007	0.011
SKY5022565	666.23	642.10	2.63	2.348	0.012	0.007	2.62	2.621	0.014	0.005
SKY5022730	816.00	817.00	0.61	0.0025	0.068	0.005	0.62	0.005	0.075	0.003
SKY5022754	836.00	837.00	1.99	0.0025	0.204	0.012	2.05	0.0025	0.214	0.011
SKY5022823	939.00	941.00	0.62	0.007	0.064	0.002	0.64	0.009	0.066	0.002
SKY5022824	941.00	943.00	0.55	0.0025	0.031	0.006	0.55	0.005	0.031	0.006
SKY5022823	939.00	941.00	0.62	0.007	0.064	0.002	0.65	0.0025	0.06	0.002
SKY5022824	941.00	943.00	0.55	0.0025	0.031	0.006	0.55	0.0025	0.032	0.002

Source: Nordmin, 2023

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Table 9-3: Original Assay Values versusNordmin Check Sample Assay Values from the November 2022 Site Visit

			Original Sample				Check Sample
Sample Number	From	To	TCu%	ASCu%	CNCu%	Mo%	TCu%	ASCu%	CNCu%	Mo%
695481	774.4	775	0.91	0.901	0.005	0.001	1.18	1.169	0.009	0.001
695482	775	776	2.72	2.686	0.016	0.006	2.74	2.684	0.022	0.007
695483	776	777	0.74	0.707	0.032	0.005	0.74	0.702	0.038	0.005
695484	777	778	1.61	1.576	0.026	0.006	1.66	1.618	0.03	0.007
695514	802	803	3.55	0.164	3.189	0.015	3.33	0.228	3.048	0.013
695517	805	806	3.08	0.148	2.876	0.029	3.14	0.167	2.833	0.032
695518	806	807	2.15	0.058	1.89	0.012	2.09	0.084	1.822	0.011
695670	937	938	0.98	0.013	0.191	0.003	0.99	0.02	0.223	0.003
695671	938	939	1.13	0.005	0.092	0.015	1.31	0.014	0.142	0.018
695672	939	940	1.66	0.0025	0.403	0.009	1.71	0.019	0.418	0.01
695673	940	941	1.34	0.005	0.21	0.009	1.36	0.013	0.254	0.009
695687	952	953	0.25	0.0025	0.01	0.017	0.22	<0.005	0.017	0.013
695689	953	954	0.29	0.0025	0.017	0.004	0.31	0.008	0.03	0.004
695690	954	955	0.37	0.0025	0.014	0.003	0.39	0.008	0.025	0.003
695691	955	956	0.18	0.0025	0.009	0.003	0.16	0.005	0.017	0.002
695692	956	957	0.2	0.0025	0.009	0.002	0.2	<0.005	0.016	0.003
694625	793	794	0.95	0.029	0.799	0.02	0.95	0.04	0.844	0.02
694626	794	795	0.65	0.019	0.494	0.033	0.66	0.038	0.515	0.03
694627	795	796	1.1	0.028	0.957	0.067	1.15	0.04	0.916	0.066
694629	796	797	0.58	0.035	0.441	0.007	0.58	0.038	0.452	0.006
694630	797	798	0.99	0.027	0.736	0.045	0.98	0.043	0.824	0.045
694631	798	799	1.55	0.026	1.018	0.035	1.46	0.042	1.171	0.034
694639	805	806	1.05	0.013	0.383	0.022	1.06	0.023	0.41	0.023
694640	806	807	1.37	0.033	0.828	0.016	1.42	0.036	0.831	0.019
694641	807	808	0.97	0.025	0.546	0.036	0.99	0.032	0.571	0.039
694643	808	809	0.87	0.015	0.512	0.028	0.89	0.032	0.524	0.03
694644	809	810	0.8	0.025	0.453	0.01	0.81	0.028	0.454	0.009
694645	810	811	1.06	0.021	0.474	0.011	1.13	0.02	0.475	0.011
694646	811	812	1.28	0.014	0.72	0.032	1.25	0.022	0.73	0.027
694647	812	813	1.21	0.024	0.707	0.026	1.14	0.032	0.706	0.023
694648	813	814	0.85	0.016	0.498	0.031	0.89	0.023	0.582	0.032
694650	814	815	0.72	0.019	0.408	0.051	0.54	0.01	0.03	0.003
694651	815	815.9	1.13	0.022	0.467	0.037	1.15	0.025	0.448	0.036
694712	867	868	0.82	0.006	0.038	0.074	0.82	0.012	0.034	0.061
694713	868	869	0.41	0.0025	0.016	0.006	0.39	0.01	0.016	0.005
694714	869	870	0.72	0.007	0.033	0.014	0.77	0.013	0.036	0.017
694715	870	871	1.31	0.026	0.104	0.126	1.45	0.027	0.107	0.105
694716	871	872	1	0.038	0.178	0.053	1.13	0.043	0.203	0.048
694717	872	873	1.22	0.016	0.38	0.019	1.29	0.018	0.384	0.017
694718	873	874	3.07	0.008	0.44	0.168	3.13	0.021	0.462	0.163
694720	874	875	1.67	0.015	0.386	0.033	1.72	0.026	0.381	0.026
694721	875	876	2.01	0.017	0.514	0.054	1.96	0.02	0.502	0.047
694722	876	877	1.59	0.022	0.702	0.046	1.68	0.026	0.702	0.046
694723	877	878	2.15	0.023	1.015	0.017	2.09	0.034	0.871	0.014
694724	878	879	2.12	0.026	0.855	0.044	2	0.028	0.812	0.042
694949	1070	1071	1.25	0.0025	0.091	0.008	1.26	0.007	0.075	0.007
694950	1071	1072	0.59	0.006	0.041	0.003	0.74	0.029	0.421	0.056
694952	1072	1073	0.25	0.0025	0.022	0.001	0.24	0.006	0.02	0.001
694953	1073	1074	0.25	0.006	0.046	0.004	0.22	0.006	0.023	0.003
694954	1074	1075	0.5	0.005	0.028	0.003	0.44	0.008	0.026	0.002

Source: Nordmin, 2023

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IE uses unmineralized material (an alkaline granite from the area), where values of ore minerals are below detection limits or quartz gravel as sample blanks. The blank material was analyzed at Skyline Laboratories to ensure that there was no significant amount of Cu present. Coarse blanks are crushed as normal samples within the sample stream so that contamination during sample preparation can be detected. Blanks are used to assess proper instrument cleaning and instrument detection limits and contaminations within the lab.

The Nordmin assay results for verification samples from the Santa Cruz Deposit were compared to IE’s database and summarized in the scatter plots for total Cu (%), acid soluble Cu (%), and cyanide soluble Cu (%) (Figure 9-7, Figure 9-8 and Figure 9-9). Assay results for verification samples from the Texaco Deposit are summarized in Figure 9-10 to Figure 9-12. Despite some significant sample variances in a few samples, most assays compared within reasonable tolerances for the deposit type and no material bias was evident. No bias was evident among lab analyses.

Source: Nordmin, 2023

Figure 9-7:Nordmin Independent Sampling Total Cu (%) Assays from Skyline Laboratories, Santa Cruz Deposit

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Source: Nordmin, 2023

Figure 9-8:Nordmin Independent Sampling Acid Soluble Cu (%) Assays from Skyline Laboratories, Santa Cruz Deposit

September 2023
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Source: Nordmin, 2023

Figure 9-9:Nordmin Independent Sampling of Cyanide Soluble (%) Assays from Skyline Laboratories, Santa Cruz Deposit

Source: Nordmin, 2023

Figure 9-10:Nordmin Independent Sampling of Total Copper (%) Assays from Skyline Laboratories, Texaco Deposit

September 2023
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Source: Nordmin, 2023

Figure 9-11:Nordmin Independent Sampling of Acid Soluble Copper (%) Assays from Skyline Laboratories, Texaco Deposit

September 2023
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Source: Nordmin, 2023

Figure 9-12:Nordmin Independent Sampling of Cyanide Soluble Copper (%) Assays from Skyline Laboratories, Texaco Deposit

9.2.4	Audit of Analytical Laboratory

On September 17, 2021, the Nordmin QP and representatives from IE audited the sample preparation and analysis facilities of Skyline Laboratories in Tucson, Arizona. Recommendations from the audit were provided to Skyline Laboratories and follow up was completed by IE representatives to ensure that the recommendations were implemented. An additional audit of Skyline Laboratories, Tucson, AZ was conducted on June 29, 2022 by members of IE. Recommendations from the 2021 visit were found to have improved (i.e., dust control, air quality). Overall, the lab was found to be clean and organized for sample preparation and analysis. Recommendations from the audit were shared with the lab, follow up audits by IE representatives will be completed to ensure that recommendations were implemented. Another audit of Skyline is planned for 2023.

9.3	Twin Hole Analysis

In the 2021 MRE, Nordmin completed a twin hole analysis between the historical Hanna-Getty and ASARCO diamond drilling versus the 2021 IE drilling to determine if the historical information could be used in the geologic model and Resource Estimate. The analysis compared the collar locations, downhole surveys, logging (lithology, alteration, and mineralization), sampling and assaying between the two groups to determine if the historical holes had valid information and would not be introducing a bias within the geological model or Resource Estimate. The comparison included a QA/QC analysis of the historical drillholes.

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A total of five historical holes were reviewed with the following outcomes:

·	All<br> five historical hole assays aligned with 2021 diamond drilling assays.
·	2021<br> diamond drilling assays were of higher resolution due to smaller sample sizes.
---	---
·	Recent<br> drilling validated the ASARCO cyanide soluble assays.
---	---

Figure 9-13 demonstrates that grade variability and location were insignificant between CG-027 and SCC-001 and demonstrated overall grade continuity between the intercepts. Resolution is higher in SCC-001 downhole due to smaller sample sizes compared to historic drilling. Table 9-4 demonstrates good agreement between historic logging and current logging using the same regional lithology types. This provides confidence in the accuracy of the geologic model and that associations made between mineralization and lithology are valid. Similar patterns are observed within the other three historical drillholes used within the Resource Estimate, which included reliable QA/QC data.

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Source: Nordmin, 2023

A) shows the direct comparison of total Cu assays as Cu (%).

B) SCC-001 and CG-027 showing downhole charts of acid soluble Cu assays (%) on the left and total Cu (%) assays on the right.

Figure 9-13: Comparison of AssaysFrom SCC-001 Versus CG-027

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Table 9-4: Downhole Lithology LoggingComparison of CG-027 versus SCC-001

Hole ID	FROM (m)	TO (m)	Lithology	Hole ID	FROM (m)	TO (m)	Lithology
CG-027	0	24.38	Tert.<br> Sediments	SCC-001	0	514.78	Conglomerate
	24.38	85.34	Tert.<br> Sediments				Conglomerate
	85.34	195.07	Tert.<br> Sediments				Conglomerate
	195.07	347.47	Tert.<br> Sediments				Conglomerate
	347.47	542.54	Tert.<br> Sediments		514.78	544.03	Conglomerate
	542.54	563.88	Tert.<br> Sediments		544.03	551.28	Conglomerate
	563.88	566.92	No<br> data		551.28	556.26	Fault
	566.92	576.07	Tert.<br> Sediments		556.26	578.76	Breccia
	576.07	579.12	Tert.<br> Sediments		578.76	600.93	Quartz<br> Monzonite
	579.12	585.52	No<br> data		600.93	603.35	Quartz<br> Monzonite
	585.52	603.5	Mixed
	603.5	606.55	Tert.<br> Sediments		603.35	615.03	Quartz<br> Monzonite
	606.55	612.64	Mixed
	612.64	615.69	Tert.<br> Sediments
	615.69	621.79	Mixed		615.03	660.24	Granodiorite
	621.79	640.08	Laramide<br> Int.
	640.08	643.12	Tert.<br> Sediments
	643.12	658.36	Laramide<br> Int.
	658.36	694.94	Granite		660.24	705.39	Granite
	694.94	697.99	Granite		705.39	707.83	Granodiorite
	697.99	710.18	Granite
	710.18	713.23	Laramide<br> Int.		707.83	724.47	Granite
	713.23	719.32	Granite		724.47	732.03	Granodiorite
	719.32	731.52	Laramide<br> Int.
	731.52	734.56	Laramide<br> Int.		732.03	751.71	Granite
	734.56	807.72	Granite		751.71	769.62	Granite
					769.62	802.66	Granite
					802.66	807.511	Gabbro
	807.72	816.86	Laramide<br> Int.		807.511	818.39	Granite
	816.86	923.54	Granite		818.39	820.23	Fault
					820.23	845.75	Granite
					845.75	849.17	Fault
					849.17	891.7	Granite
					891.7	897.94	Granite
					897.94	910	Granite
					910	921.22	Fault
	923.54	926.59	Laramide<br> Int.		921.22	928.75	Granodiorite
	926.59	929.64	Granite		928.75	946.09	Fault

Source: Nordmin, 2023

TgcU = Tertiary unconsolidated sediments, TgcL = Tertiary Lithified Sediments, Mixed = breccias

LI = Laramide Intrusives, pC = Precambrian Granites/Diabase Dykes and Aplites

Several holes have been twinned over the course of the exploration work conducted on the Santa Cruz Deposit. Nordmin was able to match most of the intervals for each of the pairs and plotted the grades for Cu, Cu-SEQ, and Mo. In Nordmin’s opinion, for most of the pairs, the assay results compared reasonably well; the high-grade (HG) and low-grade (LG) zones were similar, and the grades tended to cluster in the same ranges. In Nordmin’s opinion, the twinning has provided a reasonably consistent verification of the earlier Hanna-Getty and ASARCO drill results, particularly considering the differences in the assay, survey methods and QA/QC protocols.

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9.4	Database Validation
---	---

The Nordmin QP completed a spot check verification of the following drillholes:

●	Santa<br> Cruz Deposit – Five drillholes which included 89 lithology entries (19%), 388 geotechnical<br> measurements (55%), and 328 assay entries (70%)
●	Texaco<br> Deposit – Two drillholes were checked which included 78 lithology entries (47%), 441<br> geotechnical measurements (44%), and 1059 assays (56%)
---	---
●	East<br> Ridge Deposit – One drillhole was checked which included 27 lithology entries (12.7%),<br> 176 geotechnical measurements (11%), and 306 assays (23%)
---	---

The historical geology was validated for lithological units from handwritten logs transcribed into excel tables and historical logs compiled into a database. Lithological units being implemented in current logging were based on the historical description. Detail and interpretation of the lithologic units have developed along with the 2021-2022 drilling and are more robust than earlier descriptions. The geological contacts and lithology aligned with the core contacts and lithology and are acceptable for use. Two assay depth errors from 2021 drilling were brought to the attention of the on-site geologists. These errors were rectified, and the database was updated. The entire database was run through the QGIS validity check to look for errors. No significant errors were found in the database.

Within the database, a portion of historic drillholes is missing the downhole survey and assay data. Holes drilled by Casa Grande Copper Co. have 62.1% of the survey data and 96.5% of the assay data. Holes drilled by ASARCO have 65.9% of the downhole survey data and only 34.4% of the assay data available. Missing data has been well documented by IE, and vertical twins of historic drillholes have been and continue to be drilled to confirm lithology, assay, and geotechnical data (Section 9.1.4).

9.5	Review of Company’s QA/QC

Nordmin conducted an independent review of IE’s QA/QC procedures as part of the validation process and believes that the Company has a robust QA/QC process in place, as previously described in Section 8.

9.6	QP Opinion

Upon completion of the data verification process, it is the Nordmin QP’s opinion that the geological data collection and QA/QC procedures used by IE are consistent with standard industry practices and that the geological database is of suitable quality to support the Mineral Resource Estimate.

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10	Mineral Processing and Metallurgical Testing
---	---

Metallurgy and processing test work were directed by Met Engineering LLC and conducted at McClelland Labs in Sparks, Nevada. McClelland Labs is recognized by the International Accreditation Service (IAS) for its technical competence, is independent of the Issuer, and quality of service and has proven that it meets recognized standards. The studies are ongoing. Study focus has been on:

●	Confirming<br> total copper recovery of the leach-float flow sheet proposed by historical operator, Casa<br> Grande Copper, circa 1980, on Exotic, Oxide, and Chalcocite mineral domains. IA level testing<br> studies have finished for this flow sheet.
●	Investigating<br> heap leaching of Exotic, Oxide, and Chalcocite mineral domains. The test program for heap<br> leaching is in the latter stages of the secondary copper sulfide column cell leach and will<br> be completed in the fourth quarter of 2023. A progress report is presented below in section<br> 10.2.8.
---	---

The preferred flow sheet reported in the IA is the Leach-Float Process, developed by Casa Grande Copper Corp. in 1980. A simplified flow sheet is illustrated in Figure 10-1.

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Source: Met Engineering, 2023

Figure 10-1: SimplifiedProcess Flow Sheet

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10.1	CGCC Studies (1976-1982)
---	---

The Casa Grande Copper Corp. (CGCC) studies were conducted by the Hanna Mining Company’s internal Research Centre in Minnesota, USA. Hanna Mining Company was the first mining company to try to advance the Santa Cruz deposit. They evaluated the three distinct processing routes listed below. Detailed reports were prepared for each process. There is a fourth process, heap leach, that was investigated with conceptual studies, but no detailed study was pursued for this process. Approximately 90 mineral processing and metallurgical test programs were conducted. The number of tests conducted in each program ranged from 6 to 40. Three different processes were considered by CGCC:

●	All<br> Agitated Tank Leach Approach (91% total Cu recovery to cathodes)
●	All-Float<br> Approach (92% total Cu recovery to cathodes or a mixture of cathodes and saleable Cu concentrates)
---	---
●	Leach<br> – Float Process (94% Cu recovery to cathodes or to a mixture of cathodes and saleable<br> Cu concentrates)
---	---
10.1.1	Sample Selection
---	---

Historical testing in 1979-1980 was performed on drill core coarse rejects. Grinding tests, open cycle and closed cycle bench level flotation tests, and bottle roll leach tests were performed.

Composite samples of seven “ore” types (listed below) were prepared from drill core intervals based on the estimate of mineralized material in the Santa Cruz Deposit developed by Hanna, dated November 15, 1978. The purpose of these ore type composites was to have material readily available for blending to represent different mine plans for various flow sheet development:

●	High-grade<br> Supergene
●	Supergene<br> Dilution
---	---
●	Low-grade<br> Supergene
---	---
●	Mixed<br> Chalcocite/Chalcopyrite
---	---
●	Primary<br> Chalcopyrite
---	---
●	Exotic<br> Ore
---	---
●	Exotic<br> Dilution Ore
---	---

Mineral processing and metallurgical tests were conducted on blends of each ore type representing the ore expected in each mine plan related to the three flow sheets mentioned in Section 10.1.1

Table 10-1 through Table 10-20 are the drillholes, intervals, and sample quantities blended for each ore type composite along with the analyses and copper mineralization. Note that some of the tables lack section data as these were not present in the historical data source. The QP is of the opinion that industry accepted practices were applied in regard to preparing sample blends for each ore type composite, and that the composite samples represent the ore type indicated.

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Table 10-1: Upper Ore BodySample Composite 76-122 for Leach – Float Testing

Drillhole	From (m)	To (m)	% Wt.	% CuTot	% ASCu	% S_Cu	% Mo
CG-11	494	533	10.64	1.04	0.95	0.09	0.0075
CG-11	533	579	12.27	1.70	0.26	1.44	0.0181
CG-11	579	616	9.82	2.26	2.05	0.21	0.0099
CG-12	596	623	9.78	1.81	1.75	0.06	0.0045
CG-13	597	628	6.19	2.19	1.90	0.20	0.013
CG-13	655	747	18.46	1.08	0.18	0.90	0.015
CG-16	NR	NR	13.09	0.72	0.52	0.20	0.006
CG-16	NR	NR	19.76	1.86	0.19	1.67	0.010
Calc.<br> Assay			100.00	1.52	0.762	0.747	0.0108
Comp.<br> Assay			1.565	1.565	0.777	0.788

Source: Met Engineering, 2023

Table 10-2: Analyses ofHigh-grade Supergene Composite No.79-88 (A&B)

	Analyses
Composite No.	Total Cu (%)	ASCu (%)	Chloride (%)
79-88A<br> (-3/8")	1.50	1.14	0.191
79-88B<br> (-10 Mesh)	1.47	1.14	0.185

Source: Met Engineering, 2023

Table 10-3: Mineralogyof High-grade Supergene Composite No.79-88

	Mineralogy
Mineral	% Cu	% Cu Dist.
Atacamite	0.62	41.6
Chrysocolla,<br> Cuprite	0.45	30.2
Copper<br> Clay	0.07	4.7
Copper<br> Sulfides	0.35	23.5
Total	1.49	100.0

Source: Met Engineering, 2023

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Table 10-4: Drillholes, Intervalsand Sample Weights of High-grade Supergene Composite No. @79-88 (A&B)

		Feet			Meters			Sample Weight (g)
Section	Drillhole ID	From	To	ft	From	To	m	-3/8 inch	-10 Mesh
14500	11	1,620	2,010	390	494	613	119	15,080	15,077
14500	12	1,965	2,075	110	599	632	34	6,260	6,260
14250	81	1,934	2,068	134	589	630	41	9,782	9,782
14250	96	1,537	1,801	264	468	549	80	11,129	11,129
14250	96	1,640	1,801	161	500	549	49
14250	106	1,937	2,127	190	590	648	58	7,810	7,810
14000	13	1,960	2,450	490	597	747	149	17,760	17,760
14000	29	1,520	1,570	50	463	479	15	795	795
14000	40	2,006	2,049	43	611	625	13	366	366
13750	98	1,633	1,805	172	498	550	52	8,186	8,186
13750	84	1,827	2,118	291	557	646	89	15,128	15,128
13750	77	2,041	2,150	109	622	655	33	9,392	9,392
13750	77	2,199	2,279	80	670	695	24
13500	20	1,680	1,860	180	512	567	55	10,433	10,437
13500	18	2,000	2,190	190	610	667	58	5,371	5,378
13500	60	1,592	1,638	46	485	499	14	1,894	1,894
13250	78	1,802	1,927	125	549	587	38	8,913	8,913
12750	93	1,712	1,820	108	522	555	33	5095	5,095
12750	90	1,682	1,877	195	513	572	59	14,657	14,657
12750	82	1,472	1,566	94	449	477	29	19,725	19,725
12750	82	1,807	1,947	140	551	593	43
12400	23	1,840	2,010	170	561	613	52	10,948	10,936
12400	37	1,710	2,270	560	521	692	171	25,922	25,933
12400	38	2,050	2,646	596	625	806	182	24,132	24,063
12400	16	2,410	2,550	140	735	777	43	12,898	12,799
12400	16	2,770	3,170	400	844	966	122
12250	88	1,867	2,178	311	569	664	95	13,350	13,350
12250	94	2,225	2,342	117	678	714	36	10,447	10,447
12250	94	2,565	2,758	193	782	841	59
12250	87	1,899	1,977	78	579	603	24	874	874
12000	27A	1,953	2,667	714	595	813	218	47,272	47,269
12000	57	2,219	2,336	117	676	712	36	14,833	14,833
12000	57	2,582	2,627	45	787	801	14
12000	57	2,753	2,870	117	839	875	36
12000	24	1,990	2,060	70	607	628	21	2,548	2,548
12000	62	1,972	2,021	49	601	616	15	3,402	3,402
11750	89	2,051	2,104	53	625	641	16	3,494	3,494
11500	31	2,420	2,440	20	738	744	6	1,296	1,296
11500	61	2,484	2,609	125	757	795	38	10,574	10,574
	32 Drillholes			7,437			2,267	349,766	349,602

Source: Met Engineering, 2023

Table 10-5: Analyses ofSupergene Dilution Composite No.79-99

	Analyses
Composite No.	Total Cu (%)	ASCu (%)	Chloride (%)	Sulfur (%)	Total Iron (%)
79-99	0.31	0.278	0.037	0.22	2.71

Source: Met Engineering, 2023

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Table 10-6: Mineralogyof Supergene Dilution Composite No.79-99

	Mineralogy
Mineral	% Cu	% Cu Dist.
Atacamite	0.079	25.5
Chrysocolla,<br> Cuprite	0.136	44.1
Copper<br> Clay	0.063	20.4
Copper<br> Sulfides	0.031	10.0
Total	0.309	100.0

Source: Met Engineering, 2023

Table 10-7: Drillholes, Intervalsand Sample Weights of Supergene Dilution Composite No.79-99

Supergene Dilution Composite No. 79-99
	Feet				Meters			Sample Weight (g)
Section	Drillhole ID	From	To	ft	From	To	m	-3/8 inch	-10 Mesh
14500N	11	1,550	1,620	70	472	494	21	10,150	10,155
14250N	76	1,876	1,893	17	572	577	5	2,465	2,470
14250N	106	1,916	1,937	21	584	590	6	3,045	3,050
14250N	81	1,919	1,934	15	585	589	5	2,175	2,177
14000N	13	1,910	1,953	43	582	595	13	6,235	6,250
13750N	98	1,605	1,633	28	489	498	9	4,060	4,080
13750N	84	1,798	1,827	29	548	557	9	4,205	4,205
13750N	77	2,011	2,041	30	613	622	9	4,350	4,355
13500N	20	1,670	1,700	30	509	518	9	4,350	4,355
13500N	18	1,970	2,000	30	600	610	9	4,350	4,365
13500N	18A	1,970	2,000	30	600	610	9	4,350	4,359
13250N	78	1,772	1,802	30	540	549	9	4,350	4,352
12750N	93	1,697	1,712	15	517	522	5	2,175	2,078
12750N	82	1,446	1,472	26	441	449	8	3,770	3,777
12750N	82	1,781	1,807	26	543	551	8	3,770	3,770
12400N	23	1,800	1,840	40	549	561	12	5,800	5,800
12400N	37	1,590	1,710	120	485	521	37	17,400	17,596
12400N	38	2,004	2,050	46	611	625	14	6,670	6,668
12400N	16	2,380	2,410	30	725	735	9	4,350	4,352
12400N	16	2,700	2,770	70	823	844	21	10,150	4,601
12250N	88	1,747	1,867	120	532	569	37	17,400	17,397
12250N	94	2,198	2,225	27	670	678	8	3,915	3,910
12250N	94	2,504	2,565	61	763	782	19	8,845	8,830
12000N	57	2,168	2,219	51	661	676	16	7,395	7,385
11500N	61	2,464	2,484	20	751	757	6	2,900	2,915
	22 drillholes			1,025			312	148,625	143,252

Source: Met Engineering, 2023

Table 10-8: Analyses ofLow-grade Supergene Composite No.79-128

	Analyses
Composite No.	Total Cu (%)	ASCu (%)	Mo (%)	Chloride (%)	Sulfur (%)	Total Iron (%)
79-128	0.486	0.140	0.011	0.020	0.24	1.45

Source: Met Engineering, 2023

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Table 10-9: Mineralogyof Low-grade Supergene Composite No.79-128

	Mineralogy
Mineral	% Cu	% Cu Dist.
Atacamite	0.018	3.7
Chrysocolla,<br> Cuprite	0.091	18.7
Copper<br> Clay	0.031	6.4
Copper<br> Sulfides	0.346	71.2
Total	0.486	100.0

Source: Met Engineering, 2023

Table 10-10: Drillholes, Intervalsand Sample Weights of Low-grade Supergene Composite No.79-128

	Feet			Meters			Sample Weight (g)
Drillhole ID	From	To	ft	From	To	m	-3/8 inch
12	2,075	2,185	110	632	666	34	12,720
78	1,927	1,954	27	587	596	8	3,140
80	1,925	2,173	248	587	662	76	28,710
98	1,797	2,041	244	548	622	74	28,190
13	2,500	2,670	170	762	814	52	18,520
96	1,801	2,061	260	549	628	79	29,770
81	2,068	2,411	343	630	735	105	39,560
11	2,010	2,260	250	613	689	76	28,920
23	2,010	2,310	300	613	704	91	34,690
16	2,550	2,770	220	777	844	67	11,370
90	1,877	1,917	40	572	584	12	12,670
90	1,956	2,025	69	596	617	21
82	1,947	2,084	137	593	635	42	15,910
109	2,505	2,598	93	763	792	28	10,810
91	2,691	2,781	90	820	848	27	21,975
91	2,896	2,995	99	883	913	30
61	2,609	2,679	70	795	817	21	6,605
100	2,338	2,463	125	713	751	38	14,540
57	2,486	2,582	96	758	787	29	37,625
57	2,666	2,733	67	813	833	20
57	2,907	3,064	157	886	934	48
88	2,178	2,236	58	664	681	18	6,740
94	2,342	2,565	223	714	782	68	25,225
19 drillholes			3496			1066	387,690

Source: Met Engineering, 2023

Table 10-11: Analyses ofMixed Chalcocite / Chalcopyrite Composite No.79-109

	Analyses
Composite No.	Total Cu (%)	ASCu (%)	Mo (%)	Chloride (%)	Sulfur (%)	Total Iron (%)
79-109	0.824	0.073	0.024	0.024	0.94	1.73

Source: Met Engineering, 2023

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Table 10-12: Mineralogyof Mixed Chalcocite / Chalcopyrite Composite No.79-109

	Mineralogy
Mineral	% Cu	% Cu Dist.
Atacamite	0.032	3.9
Chrysocolla,<br> Cuprite	0.009	1.1
Copper<br> Clay	0.032	3.9
Copper<br> Sulfides	0.751	91.1
Total	0.824	100.0

Source: Met Engineering, 2023

Table 10-13: Drillholes, Intervalsand Sample Weights of Mixed Chalcocite / Chalcopyrite Composite No.79-109

	Feet			Meters			Sample Weight (g)
Drillhole ID	From	To	ft	From	To	m	-3/8 inch
81	2,411	2,663	252	735	812	77	22,750
78	1,954	2,225	271	596	678	83	24,495
80	2,284	2,355	71	696	718	22	6,435
20	2,020	2,080	60	616	634	18	5,440
84	2,118	2,681	563	646	817	172	50,950
37	2,270	2,699	429	692	823	131	17,180
38	2,646	3,041	395	806	927	120	13,840
90	2,025	2,287	262	617	697	80	23,725
82	2,084	2,277	193	635	694	59	17,440
109	2,598	3,003	405	792	915	123	36.585
91	2,995	3,043	48	913	927	15	4,350
61	2,679	2,808	129	817	856	39	11,650
100	2,463	2,702	239	751	824	73	21,585
99	3,079	3,143	64	938	958	20	5,805
27A	2,667	2,715	48	813	827	15	4,325
57	3,123	3,180	57	952	969	17	5,170
88	2,236	2,306	70	681	703	21	6,360
94	2,832	3,030	198	863	923	60	17,915
18 Drillholes			3,754			1,144	296,000

Source: Met Engineering, 2023

Table 10-14: Analyses ofChalcopyrite Composite No.79-118

	Analyses
Composite No.	Total Cu (%)	ASCu (%)	Mo (%)	Chloride (%)	Sulfur (%)	Total Iron (%)
79-118	0.740	0.020	0.01	0.015	1.23	2.34

Source: Met Engineering, 2023

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Table 10-15: Mineralogyof Chalcopyrite Composite No.79-118

	Mineralogy
Mineral	% Cu	% Cu Dist.
Atacamite	0.0	0.0
Chrysocolla,<br> Cuprite	0.012	1.6
Copper<br> Clay	0.008	1.1
Copper<br> Sulfides	0.720	97.3
Total	0.74	100.0

Source: Met Engineering, 2023

Table 10-16: Drillholes, Intervalsand Sample Weights of Chalcopyrite Composite No.79-118

	Feet			Meters			SampleWeight (g)
Drillhole ID	From	To	ft	From	To	m	-3/8 inch
20	2,080	2,570	490	634	783	149	27,600
98	2,118	2,390	272	646	728	83	16,320
78	2,225	2,987	762	678	910	232	45,720
80	2,355	3,147	792	718	959	241	46,980
38	3,041	3,193	152	927	973	46	6,080
90	2,287	3,119	832	697	951	254	49,920
82	2,227	2,908	681	679	886	208	37,860
91	3,043	3,215	172	927	980	52	10,320
57	3,180	3,419	239	969	1,042	73	14,340
88	2,306	2,607	301	703	795	92	18,060
87	2,275	2,636	361	693	803	110	21,660
94	3,030	3,389	359	923	1,033	109	21,540
61	2,808	3,577	769	856	1,090	234	46,140
100	2,702	3,250	548	824	991	167	32,340
99	3,143	3,437	294	958	1,048	90	17,640
50	2,915	3,459	544	888	1,054	166	32,280
16 Drillholes			7,568			2,307	444,800

Source: Met Engineering, 2023

Table 10-17: Analyses ofExotic Ore and Exotic Dilution Ore Composites Nos. 79-101 and 79-102

	Analyses
Composite	Total Cu (%)	ASCu (%)	Chloride (%)
Exotic<br> Ore Composite No. 79-101	2.210	1.980	0.365
Exotic<br> Dilution Ore Composite No. 79-102	0.379	0.227	0.015

Source: Met Engineering, 2023

Table 10-18: Mineralogyof Exotic Ore and Exotic Dilution Ore Composites Nos. 79-101 and 79-102

	Mineralogy
	Exotic Ore No. 79-101		Exotic Dilution Ore No.79-102
Mineral	% Cu	% Cu Dist.	% Cu	% Cu Dist.
Atacamite	1.25	54.3	0.0	0.0
Chrysocolla,<br> Cuprite	0.73	31.4	0.23	59.9
Copper<br> Clay	0.23	10.0	0.11	28.8
Copper<br> Sulfides	0.10	4.3	0.04	11.3
Total	2.31	100.0	0.38	100.0

Source: Met Engineering, 2023

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Table 10-19:Drillholes, Intervalsand Sample Weights of Exotic Ore Composite No. 79-101

		Feet			Meters			Sample Weight (g)
Section	Drillhole ID	From	To	ft	From	To	m	-3/8 inch
13500N	52	2,101	2,230	129	640	680	39	11,665
13500N	18	1,830	1,930	100	558	588	30	9,060
13750N	77	1,677	1,740	63	511	530	19	5,700
13750N	85	1,971	2,095	124	601	639	38	11,225
14000N	22	1,970	2,270	300	600	692	91	27,155
	5 Drillholes			716			218	64,805

Source: Met Engineering, 2023

Table 10-20: Drillholes, Intervalsand Sample Weights of Exotic Dilution Ore Composite No. 79-102

		Feet			Meters			Sample Weight (grams)
Section	Drillhole ID	From	To	ft	From	To	m	-3/8 inch
13500N	52	2,088	2,101	13	636	640	4	2,610
13500N	18A	1,820	1,840	20	555	561	6	4,010
13750N	77	1,658	1,677	19	505	511	6	3,810
13750N	85	1,952	1,971	19	595	601	6	3,805
	4 Drillholes			71			22	14,235

Source: Met Engineering, 2023

September 2023
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Figure 10-2 is a surface map of the locations of 43 drillholes used in the ore type composites and their relative positions in the projected outline of the Mineral Resource of the Santa Cruz Deposit. The distribution of drillholes indicates that the holes selected represent the current defined resource.

Map
Description automatically generated

Source: Met Engineering, 2023

Figure10-2: Surface Map of the Drillholes Used in the Ore Type Composites

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10.1.2	Grinding Studies
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Grinding studies were conducted using laboratory size ball mills on 1,000 g samples. The initial sample types from the early drilling programs were tested, as were the major composite samples of the Santa Cruz Deposit. Grinding for leaching was investigated separately from grinding for flotation purposes.

Ground samples for flotation were subjected to rougher flotation and standard Cu recovery (non-acid soluble Cu) and concentrate grade relationships were developed to determine the best primary grind P80. Ground samples for leaching were subjected to bottle roll leaching with sulfuric acid or sulfuric acid and ferric sulfate as lixiviant.

The results of the grinding studies (leaching and flotation) on the major composite sample representing the entire deposit were used to test later blended composites of the listed ore types, to develop a flow sheet. The optimum grind size for whole ore agitated tank leaching, with either type lixiviant mixture, was determined to P80 800 µ. The optimum primary grinding size for rougher copper sulfide flotation was P80 74 µ. The estimated specific energy of the ball mill for leaching was 1.2 kWh/t. The estimated specific energy of the ball mill for flotation was 9.8 kWh/t. The estimated energy of the SAG mill was 2.2 kWh/t.

These grinding studies were applied to blended composites for flow sheet development of ore types listed under Sample Selection. There was no variability testing conducted, therefore the test results would be acceptable for an IA-level study program under regulation S-K 1300. A prefeasibility level study would require 30 to 40 variability tests of selected drillholes and drill intervals and a feasibility level study would require 100 intervals or more.

Bond Mill Work IndexAnalysis

Six laboratory ball mill grinding studies were conducted on the upper ore body samples labeled Composite Sample 78-17 and 78-77 utilizing a calibrated 7.75-inch diameter by 7-inch Galigher batch ball mill. These samples had head grades of 1.54% and 1.61% total copper and represented approximately 118 and 90 Mt of mineralized material in the 1979 study, respectively.

Procedure

This mill had been calibrated so that specific grinding energies could be reported for batch grinds. The level of accuracy was estimated to be +/-20%. Grinds were performed wet at 60% solids by weight using tap water and 35% ball charge.

Ore was ground for a fixed time and the energy input could be calculated for this grind time. The ground solids were wet screened at 150 µ, 74 µ and 37 µ. The screen fractions were then filtered, dried and weighed. The screen dried solids were repulped and ground for additional time. The energy input, screening and drying procedure was repeated until the desired grind was obtained.

A number of final grind sizes (80% passing a grind size) were evaluated. Table 10-21 shows the results. Specific grinding energy varied with the fineness of the grind from 3.96 to 10.01 KWh/t of material. Theoretically, the Bond Ball Mill Index should be approximately the same in each test. Bond Ball Mine Index varied from 9.79 to 11.38 KWh/t of material and increased as the fineness of the grind increased. Bond Ball Mill Index was back calculated using Bond’s Third Theory or Law of Comminution:

E = 10 Wi(1/P80^1/2^ – 1/F80^1/2^)

Where:

E = Specific Energy Consumption, kWh/t ground.

F80 = 80% passing size in the Fresh Ore Feed Stream, microns.

P80 = 80% passing size in the Final Ground Product, microns.

Wi = Bond's Work Index, indicative of the hardness of the ore, kWh/t

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Table10-21: Evaluated Grinds

SampleDescription	Sample ID	Particle Size, µ (80% passing)	SpecificEnergy,KWh/t	Bond Work Index,kWh/t
Unground<br> material	78-17	1,131
Ground<br> material	78-17	223	3.96	10.64
Ground<br> material	78-17	93	8.03	10.84
Ground<br> material	78-17	72	10.01	11.38
Unground<br> material	78-17	1,101
Ground<br> material	78-17	201	3.96	9.79
Ground<br> material	78-17	89	8.03	10.59
Ground<br> material	78-17	68	10.01	11.03
Average Bond Work Index				10.71

Source: Met Engineering, 2023

10.1.3	Flotation Studies

The flotation equipment described is still in use today. All tests were documented as they would be today, with such information as: P80’s, float times, reagent names, and consumptions, notes on froth appearance, etc. The regrind test program for the cleaner circuit flotation was vague. However, copper sulfide concentrate grade and overall copper recovery (non-acid soluble copper) results were typical based on the rougher flotation recoveries reported in the mid-90% range, so, the regrind was performed correctly. Copper recovery after cleaning was in the low 90% range and the concentrate grade varied from 25% to 50% copper depending on copper sulfide ore mineralogy.

Flotation of atacamite together with copper sulfides was evaluated and found to be successful in producing a 12% concentrate at recoveries in the mid 90% range for atacamite and copper sulfide minerals. The chloride in this concentrate was leached out almost completely with a patented NaOH leach leaving behind copper sulfides and copper hydroxide. The Copper hydroxide was leached out with weak sulfuric acid solution producing a pregnant leach solution (PLS) for solvent extraction-electrowinning (SX-EW), and remaining copper sulfides were pH adjusted, reground, and upgraded in a cleaner flotation circuit. Copper recovery of the copper oxides (excluding atacamite) was poor. Thus, total Cu recovery was in the mid 80% range. An all-float process was developed later where the copper oxides were economically recovered, and total copper recovery was raised to the low 90% range in the flow sheet. Concentrate products were not suitable for sale to a copper smelter and needed to be processed on site by a roast-leach-electrowinning process.

Flotation test programs were applied to all the composite blends samples for flow sheet development as described in Sample Selection. The test programs would be acceptable for an IA-level program today but not for a PFS or FS level study due to the lack of any significant variability flotation testing of the Santa Cruz Deposit.

Sulfide Flotation TestWork Results

Open Cycle Flotation Test Results

Table 10-22 shows the open cycle leach – float results for sample composite 76-122, which is material from the upper orebody. Two tests were run utilizing a grind to approximately 80% passing 74 micron, rougher flotation with Z-200 collector at 50 grams per tonne (g/t) (isopropyl ethyl thiocarbonate collector). Total leach-float recovery was 91.06% for test 10 and 94.17% for test 11. These recoveries were calculated without credit for the copper in the middling material from the cleaner circuit which is usually treated in a cleaner scavenger flotation circuit in a commercial plant achieving 50-90% copper recovery. Assuming a worst case of 50% recovery of the cleaner tailing copper brings the total recovery to 92.79% and 95.07%, respectively. Total copper recovery to the pregnant leach solution (PLS) was 44.17% for test 10 and 46.67% for test 11. Total copper recovery to cleaner concentrate was 46.89% for test 10 and 47.50% for test 11. The cleaner concentrate grade was 28.34% copper and 25.15% copper, respectively. Cleaner concentrate grade and total copper recovery could have been significantly improved with regrinding the rougher concentrate to 80% passing 50 µ.

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Table10-22: Open Cycle Leach – Float Test Results Using 50 Grams per Tonne Z-200 Collector

		Assay							Distribution
Test No.	Description	Mass,Grams	%Weight	% TotalCopper	% AcidSolubleCopper	%SulfideCopper	%Molyb-denum	% Sulfur	% TotalCopper	% AcidSolubleCopper	%SulfideCopper	%Molyb-denum	% Sulfur
10	Composite 76-122
	Head<br> Assay			1.565	0.777	0.788	0.0133	0.43
	Calculated<br> Head Assay	1000	100	1.508	0.777	0.731	0.0158
	Agitated Leach
	PLS	2000		0.333					44.17	84.72	1.05
	Residue	975.1	97.51						55.83	15.28	98.95
	Sulfide Flotation
	Cleaner<br> Concentrate	24.95	2.495	28.34	1.22	27.12	0.127	15.06	46.89	3.91	92.56	20.62	87.4
	Cleaner<br> Circuit Middlings	122.95	12.295	0.425	0.308	0.117	0.032		3.46	4.88	1.97	25.58
	Tailings	827.2	82.72	0.100	0.061	0.039	0.01		5.48	6.49	4.42	53.79
11	Composite 76-122		100
	Head<br> Assay			1.565	0.777	0.788	0.0133
	Calculated<br> Head Assay	1000		1.504	0.777	0.727	0.0158
	Agitated Leach
	PLS	2000		0.351					46.67	87.82	2.68
	Residue	973.4	97.34						53.33	12.18	97.32
	Sulfide Flotation
	Cleaner<br> Concentrate	28.4	2.84	25.15	1.13	24.02	0.123	13.52	47.5	4.13	93.83	22.11	89.3
	Cleaner<br> Circuit Middlings	111.4	11.4	0.255	0.181	0.074			1.89	2.6	1.13
	Tailings	833.6	83.36	0.0712	0.0507	0.0205			3.94	5.45	2.36

Source: Met Engineering, 2023

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Locked-Cycle Flotation Test Results

Three lock-cycle sulfide flotation tests were run on the upper ore zone material utilizing the composite sample identified as 78-77. These tests were numbered 181-183. The circuit configuration consisted of grinding the ore to approximately 80% passing 74 microns, conditioning, rougher flotation with collectors Z-200 followed by two stages of cleaner flotation. Underflow from the first cleaner stage was recycled to rougher flotation and underflow from the second stage of cleaning was recycled to the first stage of flotation. The number of lock-cycles was six. Results were reported for the last three cycles of each locked-float float test. Results of the tests are shown in Table 10-23.

Table10-23: Results of Locked-Cycle Flotation Using 50 grams per tonne Z-200 Collector

		Assay				Distribution
Test No.	Description	%Weight	% TotalCopper	% AcidSolubleCopper	%SulfideCopper	% TotalCopper	% AcidSolubleCopper	%SulfideCopper
181	Composite 78-77
	Calculated<br> Head Assay	100	1.615	1.102	0.513
	Sulfide<br> Flotation
	Cleaner<br> Concentrate	1.62	33.24	3.85	29.39	33.41	5.67	92.98
	Tailings	98.38	1.093	1.057	0.037	66.59	94.33	7.02
182	Composite 78-77
	Calculated<br> Head Assay	100	1.591	1.083	0.508
	Sulfide<br> Flotation
	Cleaner<br> Concentrate	1.71	30.42	4.18	26.24	32.72	6.60	88.40
	Tailings	98.29	1.089	1.029	0.060	67.28	93.40	11.60
183	Composite 78-77
	Calculated<br> Head Assay	100	1.606	1.186	0.420
	Sulfide<br> Flotation
	Cleaner<br> Concentrate	1.28	34.00	0.828	33.17	26.27	0.89	90.26
	Tailings	98.72	1.199	1.191	0.041	73.73	99.11	9.74

Source: Met Engineering, 2023

10.1.4	Leaching Studies

Leaching test programs were applied to a composite sample blend representing the whole resource, from the samples of the ore types described above under Sample Selection. They were also applied to another ore deposit composite blend that represented mineralization containing principally acid soluble copper minerals and secondary sulfide copper minerals, composite sample 78-77.

Industry accepted practices for bottle roll tests were used where PLS samples were withdrawn at timed intervals, and copper, acid, ferric, and pH levels were measured. Acid was added to maintain pH. Optimum leach time, ferric level, and pH were determined based on plots of copper extraction rate, acid consumption rate, and ferric consumption rate.

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Acid leach test results on the tested composites were generally consistent. Acid soluble copper recovery was in the mid 90% range for a four hour leach time. Acid consumption ranged from 18.5 to 23 kg of acid per tonne of ore without the SX-EW acid credit on copper electrowon. The best pH was 1.5.

Acidic ferric sulfate leaching on a composite of acid soluble copper minerals and secondary sulfide minerals was successful. The best agitated tank leach conditions were determined to be:

·	24-hour<br> leach time
·	40^o^C<br> leach temperature
---	---
·	10<br> grams per liter (gpl) ferric concentration
---	---

Acid soluble copper recovery was 95%. Non-acid soluble copper recovery was 90%. Total copper recovery was 90-91%.

Test procedures described meet current industry accepted practices for determining the leachability of an ore with sulfuric acid or acidic ferric sulfate at the IA level. Once again, lack of any variability test program prevents use for PFS and FS levels.

Sulfuric acid heap leaching was evaluated on one hole, 27 A, across most of its length using the column cell test method. Nine column cell tests were conducted from selected intervals of core. The calculated head grade was 1.4% total copper and 1.2% acid soluble copper. Total copper extraction was 77% and acid soluble copper was 89%. Gangue acid consumption (including SX-EW acid credit) was 9.2 kilograms per tonne (kg/t) ore.

The QP is of the opinion that procedures applied during the tests were acceptable industry practices.

10.1.5	Copper Measurement

An important aspect of the test programs described above are the analytical techniques used for measuring total copper and acid soluble copper in ores, and total copper in concentrates. The sequential copper assaying method had yet to be developed for the CGCC test programs from 1976 to 1982. Thus, secondary sulfide concentrations in the test composite samples were estimated from mineralogy studies on the composites and from drill core mineral logging records. The analytical methods used by CGCC for total copper assaying are still in use today. The method used digestion by aqua regia and measurement after dilution with DI-water with atomic adsorption. The method described by Hanna for oxide copper determination is in use today minus the addition of 10 ml of sulfurous acid (digestion at boiling temperature for 5 minutes with 100 ml of 5% sulfuric acid and 10 ml of sulfurous acid) and is considered satisfactory for determination of acid soluble copper content in the sample.

10.1.6	ASARCO Study by Mountain States Engineering (1980)

This study evaluated leaching in place of fragmented acid soluble copper ore from block cave mining. There were no mineral processing and metallurgical tests associated with this study. Copper recovery factor and column of ore caving factors are used from nearby underground block cave mines and/or that were leaching block cave rubblized ore with dilute sulfuric acid. This study could not be used today at an IA-level study due to the lack of testwork. This work can be considered conceptual and is referenced as such.

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10.1.7	Santa Cruz In-Situ Study
---	---

The Santa Cruz in-situ project was a research project between the Department of the Interior Bureau of Mines (subsequently Bureau of Reclamation) and the landowners, the SCJV, consisting of ASARCO Santa Cruz Inc. and Freemont McMoRan Copper & Gold Inc (Mountain States Engineering, 1980).

Metallurgical studies of core (2-inch diameter by 2.5-inch-long), from the proposed in situ leach zone in the pilot program reported copper recoveries ranging from 57% to 90%. Total Cu ranged from 2.3% to 9%. Tests were run for 3,000 hours to 3,800 hours (125 days to 158 days), and no extraction rate versus time data was reported, which is unusual because it is critical for the process design and for the well development schedule. Flow volumes varied from two milliliters per day to several liters per day, and pressures ranged from 0 psi to 1,000 psi. The studies reported the acid consumption would be 1.2 lbs per 1.0 lb of Cu recovered on atacamite samples and ranged between three to eight pounds per pound of Cu for chrysocolla samples (with some very high consumption rates initially of, 10+ lbs/lb Cu). The initial acid concentration in the feed solution varied from 5 to 40 gpl H2SO4.

Leach tests on the core showed that initial permeability rates were very low when the solution initially contacted the core in the test apparatus. Later, as copper-oxide minerals dissolved from the filled fractures acceptable permeability rates were achieved.

The In Situ leach test program used industry accepted practices. Total copper and acid soluble analytical methods were satisfactory for the measurement of the core samples. Identification of the core sample by drillhole and interval was performed. Cross sections of the sample location in the proposed ore area for the five-spot injection and test well design were provided. Samples were representative of the proposed test region.

10.2	2022-2023 Test Work Studies

The IE studies were directed by Met Engineering LLC and conducted at McClelland Labs in Sparks, Nevada. McClelland Labs is recognized by the IAS for its technical competence and quality of service and has proven that it meets recognized standards. The studies are in progress currently at an IA level. Study focus has been on:

·	Confirming<br> total copper recovery of the leach-float flow sheet proposed by CGCC in circa 1980 on Oxide<br> and Chalcocite mineral domains.
·	Investigating<br> heap leaching of Oxide and Chalcocite mineral domains. The test program for heap leaching<br> is at the slow chalcocite leach stage and will not be completed until the fourth quarter<br> 2023. A progress report is presented in section 10.2.8 below later stage of the Project.
---	---
10.2.1	Sample Selection
---	---

Testing was performed on a composite of drill core (1/2 core) samples from the 2021 - 2022 drilling program, designated as the mill composite. Details of the mill composite are listed in Table 10-24. The composite generally characterizes minerals found in the Oxide and Chalcocite mineral domains.

Table10-24: Drillholes, Intervals and Sample Lengths of the Mill Composite

Drillhole ID	From (m)	To (m)	Number of Samples
SCC-002	615	765	60
SCC-004	595	637	33
SCC-006	665	681	13

Source: Met Engineering, 2023

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Column cell testing was performed on two composites of drill core (1/2 core) samples from the 2021 - 2022 drilling program, designated as heap leach No.1 (4815-002) and No.2 (4815-003). Details of the heap leach composites are listed in Table 10-25 and Table 10-26. The composites generally characterize minerals found in the oxide and chalcocite mineral domains.

Table10-25: Heap Leach Sample No.1 (Lab sample No. 4815-002)

Hole ID	From (m)	To (m)	Number of Samples
SCC-007	811.12	1089	145
SCC-008	752.39	791.44	40

Source: Met Engineering, 2023

Table10-26: Heap Leach Sample No.2 (Lab sample No. 4815-003)

Hole ID	From (m)	To (m)	Number of Samples
SCC-048	580.27	774.51	135
SCC-068	577.82	697.6	113

Source: Met Engineering, 2023

Figure 10-3 illustrates the location of the drillholes and their intervals used in each composite. All the drill intercepts are positioned inside the minable portion of the mineralized material depicted in the figure. Drillholes SCC-002, -004 and -006 represent the Mill Composite sample (McClelland Labs sample identification 4815-001). Drillholes SCC-007 and -008 represent the No. 1 Heap Leach Composite sample (McClelland Labs sample identification 4815-002). Drillholes SCC-048 and -068 represent the No. 2 Heap Leach Composite sample (McClelland Labs sample identification 4815-003).

Source: Met Engineering, 2023

Figure10-3: Mineral Process Testing Sample Drillhole Intercepts in the Minable Material

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10.2.2	Grinding Studies
---	---

The Bond Mill Work Index (10.71 kWh/t) estimated for the upper body of mineralized material in 1980 by CGCC was applied for predicting the energy consumption per tonne of ore for the flow sheet proposed. The proposed flow sheet employs a SAG and ball mill to grind ore for agitation leaching purposes, followed by a second ball mill to grind the leach residue in preparation for copper sulfide flotation. Finer grinds were determined from the IE studies on the mill composite described above compared to the CGCC studies to achieve the same total copper recovery for the leach-float process flow sheet. The grinding flow sheet reduces primary crushed product at a P80 of 150,000 µ to P80 300 µ for leaching, requiring an estimated 7.17 kWh/t. Leached residue needs to be reduced from P80 300 µ to P80 106 µ to achieve optimal rougher flotation recovery, requiring 4.22 kWh/t. Combined grinding circuit energy requirements are 11.39 kWh/t.

A confirmatory bond mill work index test was performed on the mill sample (4815-001). Results are shown in Table 10-27. The Bond Mill Work Index was 13.82 KWh/t of material, which is somewhat larger than the CGCC work found, and places the material in the medium hard category. For process design the CGCC results were used because they represent the minable area better than the mill sample (4815-001).

Table10-27: Confirmatory Bond Mill Work Index Test

Results
Ball<br> Mill Work Index		12.53	kW-hr/st
Ball<br> Mill Work Index & Classification	Medium	13.82	kW-hr/mt

Source: Met Engineering, 2023

10.2.3	Leaching Studies

Testing was conducted in the summer of 2022 to confirm that high ASCu recovery (plus 93% recovery) achieved in the circa 1980 test programs by the Case Grande Copper Corporation (CGCC) were achievable on the mill composite described above. After some experimentation with particle size distribution, similar results were achieved to those reported by CCGC. ASCu recovery of 92% was achieved consistently at a grind size of P80 300 µ and leach conditions of pH 1.6, ambient temperature and four hours of residence time. The next step was to confirm that 94% total copper recovery of the CGCC test program was achievable by the leach – float circuit. Table 10-28 in the flotation section shows the combined copper recoveries for the leach-float test on sample 4815-001.

10.2.4	Flotation Studies

In December 2022, the same mill composite sample as used above was subjected to the standard leach procedure developed in the summer of 2022 (leach after P80 300 µ grind). Neutralized residue was then subjected to conventional froth floatation (rougher flotation stage, only) utilizing parameters and reagents utilized in the CGCC studies. However, because some experimentation on particle size distribution was needed earlier in the leach phase of testing, three standard leach tests were run and the neutralized residue from each was subject to different grind sizes. The results are illustrated in Figure 10-4. Table 10-28 that shows total copper recovery for each test. These test results are also shown in more detail in Table 10-29.

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Source: Met Engineering, 2023

Figure10-4: Leach – Float Testing Results at Different Leach Residue Grinds

Table10-28: Results of Leach – Float Tests at Different Leach Residue Grinds

Test Description	HeadGrade(% Cu)	CalculatedHead Grade (% Cu)	LeachRecovery(%)	FlotationRecovery(%)	TotalCopperRecovery(%)	RougherCon(% Cu)	RougherCon(%S)
Test,<br> standard leach, grind residue to P80 212 microns	1.41	1.38	54.3	38.6	92.9	9.91	4.71
Test<br> 2, standard leach, grind residue to P80 150 microns	1.41	1.36	59.7	34.4	94.1	10	5.36
Test<br> 3, standard leach, grind residue to P80 106 microns	1.41	1.38	58.8	36.7	95.5	6.83	3.09

Source: Met Engineering, 2023

The test program demonstrated that total copper recovery increases with finer grinding of the leach residue. Grinding the leach residue to P80 106 µ seems optimal with the current data, producing a total copper recovery of 95.5%. Total copper recovery the flotation test improved to 89.1% for the P80 106 µ grind from 85.3% for the P80 150 µ grind. Recovery of non-ASCu copper in the P80 copper grind was the highest at approximately 93.9%. Factoring in process losses a total copper recovery of 94% is possible. This total copper recovery at the P80 106 grind confirms the total copper recovery results predicted by GCC test programs.

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Cleaner Stage FlotationResults

A larger bulk leach and flotation sample was treated by the standard leach on material from sample 4815-001 followed by flotation of the leach residue after re-grinding to 80% passing 106 microns. This procedure created a large enough rougher concentrate sample to use in a cleaner circuit test utilizing two stages of cleaning, which was the configuration that worked effectively in the CCGC test programs. The new circuit design included a regrind of the rougher concentrate, which is effectively used at most copper concentrators, to 100% passing 74 microns. The cleaner test produced a final concentrate of 42% total copper and 96% of the copper in the rougher concentrate reported to the cleaner concentrate product. A scavenger cleaner circuit on the tailings from the second cleaner would likely result in 98 to 99% recovery of copper from the rougher concentrate to the cleaner concentrate. Table 10-29 illustrates the results from agitation leach through to final concentrate.

Table10-29: Combined Metallurgical Results, Whole Ore Acid Leaching, Residue Cleaner Flotation, Composite 4815-001

	Feed	Weight	Cu Grade	Cu Distribution	Units
Product	Size	%	% Cu	% of Total	% Cu
Whole<br> Ore Acid Leach	80%-300<br> µm	100.0
Extraction			0.79	58.6	0.79
Residue<br> Cleaner Flotation	80%-106<br> µm	93.6*
Cleaner<br> Concentrate		1.1	41.50	34.6	0.47
Recleaner<br> Tail		1.7	1.01	1.3	0.02
Cleaner<br> Tail		0.2	2.7	0.4	0.01
Residue<br> Rougher Flotation
Rougher<br> Tails		90.6	0.08	5.2	0.07
Total Recovered			1.26	93.2	1.35
Tail			0.07	6.8
Composite		93.6	1.33	100.0

Source: Met Engineering, 2023

*Weight percent reporting to flotation, reflects weight loss during leaching

There were other metals of interest in the cleaner concentrate. Gold and silver were at smelter payable levels of 2.71 ppm gold (fire assay and AA finish) and 57.4 ppm silver (ICP). Molybdenum was present at 11,300 ppm (4 acid digestion and ICP), which could warrant evaluating recovery of a separate molybdenite concentrate on-site for sale.

There were no deleterious smelter penalty elements for compounds in the final cleaner concentrate. See Table 10-30 and Table 10-31 for the full suite of assays on the final copper concentrate.

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Table10-30: Base Metal Concentrate Results

Santa Cruz
Analyte	Unit	F-5 Cleaner
Al2O3	%	1.26
As	%	0.01
Ba	%	0.04
Bi	%	<0.01
CaO	%	0.09
Co	%	0.02
Cr	%	0.01
Cu	%	45.4
Fe	%	15.10
K2O	%	0.36
MgO	%	0.06
Mn	%	<0.01
Mo	%	0.988
Nb	%	<0.01
Ni	%	0.02
P	%	0.04
Pb	%	0.04
S	%	26.5
Sb	%	<0.01
SiO2	%	6.03
Sn	%	<0.01
Ta	%	0.01
TiO2	%	0.08
LOI^1^	%	11.52
Total	%	>110
V	%	0.01
WO3	%	0.01
Zn	%	<0.01
Zr	%	0.02

Source: Met Engineering, 2023

^1.^Loss of ignition

ALS Report No. RE23055348

Table10-31: Chloride Analyses

Santa Cruz
		Sample
Analyte	Unit	F-5 Cleaner Concentrate
Cl	mg/kg	280

Source: Met Engineering, 2023

ALS Report No. RE23055348

10.2.5	Copper Measurement

McClelland Labs used modern copper measurement methods on ore grade material for total copper and sequential copper assaying, assays are acceptable in the QP’s opinion.

10.2.6	Thickener Sizing Tests

Pocock Industrial (Salt Lake City) was commissioned to conduct solid-liquid separation (SLS) tests on Santa Cruz material to generate data for thickener design and sizing criteria. Tests were conducted on samples of pre-leach ground feed material, leach residue tails, and flotation tails. The resulting data was used to size the ground ore dewatering thickener (treating pre-leach). Counter current decantation (CCD) thickeners (treating leach residue) and flotation tailing dewatering thickener. A 32 m diameter design was found to be effective for each situation.

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This work produced the following high-rate thickener design parameter recommendations (Table 10-32):

Table10-32: High-Rate Thickener Sizing Test Results

Material	pH	Feed Solids %	Max Underflow Solids, %	Unit Feed Rate<br><br> <br>m^3^/m^2^∙hr
Pre-leach	7.15	24.11	72.7	3.62
Leach<br> residue	2.2	23.48	70.2	3.45
Tailings	10.5	18.72	63.0	2.90

Source: Met Engineering, 2023

m3 = cubic meters

m2 = square meters

Flocculant screening was conducted on small pulp samples in static settling tests to determine the effectiveness of each flocculant. Pocock selected SNF FA920SH a widely used flocculant of medium high molecular weight, nonionic polyacrylamide, for best overall performance for thickening the pre-leach ground feed, for the CCD thickeners (leach residue) and for the tailings thickener. The non-ionic flocculant will avoid phase disengagement problems in the downstream solvent extraction process. Flocculant consumption rate will be 18-23 g/t for pre-leach material. The first CCD thickener will use 19 to 26 g/t flocculant and subsequent CCD thickeners will decline steadily due to flocculant carry over; overall usage for the CCD circuit will be 70 to 80 g/t. The finer material reporting to the tailing thickener will require 40 to 50 g/t.

10.2.7	Solvent Extraction Testing

A PLS sample from an agitated leach test on sample 4815-001 was sent to BASF (Tucson) for isotherm analysis. The results of that testing indicated that typical non-modified solvent extraction reagents will be able to extract and strip copper effectively from the Santa Cruz PLS. Simulations at the expected copper PLS level of 6.05 grams of copper per liter of solution indicated 95.8% extraction could be expected with a 25% by volume extractant level for a circuit design of two extractors, one wash stage and two strip stages (Figure 10-5).

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Source: Met Engineering, 2023

Figure10-5: Copper Recovery vs Organic Extractant Concentration for PLS Extraction of Copper from Santa Cruz PLS

10.2.8	Column Leach Tests

The column leach work was performed to develop leach parameters at the Initial Assessment level. One phase of column leaching tests was performed on two composite samples (No.1 and No.2) representing oxide and chalcocite mineral domains in the upper ore. The two samples varied in spatial location and in the dominant oxide mineral present. Heap leach composite sample No.1 (lab sample ID 4815-002) dominant oxide mineral was chrysocolla while No.2 dominant oxide mineral was atacamite.

Bottle roll tests were conducted on various crush sizes of material, ranging from -2 inch to -1/2 inch, to determine the optimum crush size and the probable net acid consumption rate. Copper recovery improved as crush size decreased, without corresponding net acid consumption increase, and there was a pronounced improvement from crush size -3/4 inch to crush size -1/2 inch. Therefore, after establishing the fines generation was not too much for the -1/2 inch crushed material, it was decided to set up all the column cells at the -1/2 inch size using 4 inch diameter PVC pipe.

Eight column cells were set up using material from both composite samples mentioned above. Six column cells were set up as conventional bacterial assisted acidic ferric leaches to extract both copper from copper oxides and secondary copper sulfides. Various operating parameters were examined: acid cure amount (kilograms acid per tonne material, 3 and 5 kg/t), length of cure (7 and 14 days) and irrigation rates (5 and 10 liters per hour (L/h) per square meter of surface area). Two of the bacterial leaches were short columns investigating a blend of exotic material with each of the two composites. Two regular height columns (3 m) were set up as experimental chloride dopant assisted acidic ferric leaches where acid and chloride dopant levels in the curing were varied.

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All of the column cells are in operation or are in the drain down and water wash stage at this time.

All the column cells have run without significant incident except for very high extraction rates (and high PLS levels, +30 gpl copper) initially that drove the PLS solution pH into the 3-3.5 range and precipitated the ferric sulfate temporarily until the high acid solvent extraction raffinate rinse drove them back down and re-solubilized the ferric.

The chloride dopant cure columns experienced rapid extraction of the oxide copper and the secondary sulfide copper. Material with dominant copper oxide as atacamite leached faster than those with chrysocolla. The bacterial assisted leaches have reached the slow extraction period that is typically encountered with leaching secondary sulfide copper. One column cell is in the acid solution drain down mode, which will be followed by water rinse and drain down. Afterwards, it will be broken down and the residue analyzed.

Bacterial assisted column leaches will continue to run for several more weeks as the copper is leached from the secondary copper sulfides. The remaining seven column cells remain under acid rinse conditions at 5 L/h per square meter of area. Column cells initially operating under rinse conditions of 10 L/h per square meter of area were reduced to 5 L/h per square meter after the chalcocite leach was well underway. This change was made to increase PLS grade exiting the columns and follows typical commercial operating practice.

Rough estimates of total copper recovery, based on column ore weights, head grades and weights of copper in solution recovered, range from 72% to 98% after 63-70 days of rinsing. Net acid consumption, kilograms acid per tonne of ore, range from -4 to +4 kilograms acid per tonne of ore. Negative numbers are due to ferric sulfate leaching of chalcocite, which generates acid, and naturally occurring low acid consumers in the ore of sample 4815-003.

10.2.9	Sample Mineralogy and Assays

PMC Laboratory Limited (British Columbia, Canada) was commissioned to provide rapid ore characterization of four composite samples from the mineral process testing program IE was executing with McClelland Labs in Sparks, Nevada. Samples were 4815-001 (mill composite sample), 4815-002 (heap leach sample No.1), 4815-003 (heap leach sample No.2) and 4815-004 (exotic mineralized material). Each sample was homogenized and between 2 and 2.5 grams was riffled out for a single polished block section per sample for analysis. Each sample’s polished block was scanned by automated scanning electron microscope (AutoSEM), specifically the Tescan Integrated Mineral Analyser (TIMA), to determine the bulk modal composition of each, as well as the deportment of copper (Cu-) bearing phases.

Summary of Observations

·	Copper<br> in the samples examined occurred mostly in three forms – chalcopyrite, chalcocite/digenite<br> and copper oxides and malachite – however in varying abundances (Figure 10-7).
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·	Primary<br> copper sulfides (chalcopyrite, bornite) are most abundant in sample 4815-001 (Figure 10-7).
---	---
·	The<br> copper oxides are most abundant in sample 4815-004 with an Fe- and Cu-bearing clay (Figure<br> 10-7).
---	---
·	Secondary<br> copper sulfides are the most abundant Cu-bearing minerals in samples 4815-002 and 4815-003,<br> with lesser amounts or Cu oxides (Figure 10-7).
---	---
·	Quartz<br> is the predominant phase in samples 4815-001, but feldspar more so in 4815-002 and 4815-003.<br> Micas were detected at approximately 11 mass % in all samples, except 4815-004 where its<br> abundance is double that of the other samples (Figure 10-6).
---	---
·	Copper<br> oxides, chrysocolla and atacamite, and cu-bearing clays were the only cu-bearing species<br> identified in sample 4815-004 (Figure 10-6).
---	---
·	Due<br> to the nature of the sampling, analysis and over-representation of coarse particles, adjusted<br> SGs were utilized in the mineral reconciliation.
---	---

Source: Met Engineering, 2023

Figure10-6: Summarized Sample Composition

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Source: Met Engineering, 2023

Figure10-7: Copper Deportment (%) of Each Sample

Assays for sample 4815-001 through 4815-004 are reported in Table 10-33 and Table 10-34.

Table10-33: Sequential Copper Analyses, Santa Cruz Samples

	% Cu
				Head Grade			Cu, % of Total
Composite	Acid Sol	CN Sol	Residual	Calculated	Assayed	Acid Sol	CN Sol	Residual	Total
4815-001	0.79	0.40	0.18	1.37	1.41	57.7	29.2	13.1	100.0
4815-002	0.74	0.58	0.04	1.36	1.41	54.4	42.7	2.9	100.0
4815-003	1.22	0.46	0.01	1.69	1.68	72.2	27.2	0.6	100.0
IE	2.62	0.32	0.74	3.68	3.79	71.2	8.7	20.1	100.0

Source: Met Engineering, 2023

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Table10-34: ICP Metals Analysis Results for Santa Cruz Samples

Santa Cruz
		Sample
Analysis	Unit	4815-001	4815-002	4815-003	IE Exotic Copper
Ag	mg/kg	1.46	3.15	1.57	0.09
Al	%	6.46	6.51	6.28	7.08
As	mg/kg	1.3	3.1	1.6	1.3
Ba	mg/kg	430	420	430	140
Be	mg/kg	1.25	1.53	1.24	4.76
Bi	mg/kg	0.53	0.81	0.52	0.19
Ca	%	0.08	0.18	0.05	0.71
Cd	mg/kg	0.47	0.66	0.45	0.18
Ce	mg/kg	99.3	82.8	91.3	71.1
Co	mg/kg	6.6	11.0	4.5	80.2
Cr	mg/kg	36	26	26	105
Cs	mg/kg	2.54	3.32	2.34	5.03
Cu	%	1.450^1)^	1.415^1)^	1.810^1)^	3.69^1)^
Dy	mg/kg	2.82	1.92	2.02	8.55
Er	mg/kg	1.19	0.90	0.85	4.08
Eu	mg/kg	1.04	0.86	0.94	2.20
Fe	%	1.22	1.29	0.74	6.59
Ga	mg/kg	13.70	13.35	12.1	17.40
Gd	mg/kg	4.64	3.41	3.31	9.18
Ge	mg/kg	0.19	0.12	0.14	0.19
Hf	mg/kg	0.6	0.5	0.5	4.0
Ho	mg/kg	0.47	0.31	0.29	1.61
In	mg/kg	0.141	0.125	0.082	0.094
K	%	4.79	5.10	5.50	1.89
La	mg/kg	49.7	38.7	50.9	34.9
Li	mg/kg	13.4	14.0	10.5	43.0
Lu	mg/kg	0.17	0.14	0.11	0.40
Mg	%	0.18	0.24	0.14	0.47
Mn	mg/kg	36	91	45	511
Mo	mg/kg	251	118	196	60.2
Na	%	0.25	0.28	0.26	0.32
Nb	mg/kg	4.4	4.2	4.6	30.8
Nd	mg/kg	36.3	32.9	32.4	34.6
Ni	mg/kg	5.4	6.1	4.7	108.5
P	mg/kg	370	300	220	1,170
Pb	mg/kg	20.4	27.7	28.3	8.1
Pr	mg/kg	11.15	8.71	10.05	7.93
Rb	mg/kg	158.0	134.0	162.0	97.8
Re	mg/kg	0.219	0.011	0.107	0.002
S	%	0.33	0.24	0.19	0.03
Sb	mg/kg	0.27	0.14	0.17	0.30
Sc	mg/kg	7.0	6.2	5.7	15.2
Se	mg/kg	12	8	12	3
Sm	mg/kg	6.82	5.44	5.93	7.88
Sn	mg/kg	8.3	6.8	6.8	5.7
Sr	mg/kg	304	113.5	193	299
Ta	mg/kg	0.39	0.40	0.51	1.75
Tb	mg/kg	0.58	0.39	0.42	1.46
Te	mg/kg	0.13	0.13	0.05	0.14
Th	mg/kg	35.8	29.9	34	11.75
Ti	%	0.088	0.098	0.07	1.125
Tl	mg/kg	0.66	0.70	0.70	0.24
Tm	mg/kg	0.17	0.13	0.12	0.56
U	mg/kg	6.1	8.1	3.4	33.2
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Santa Cruz
---	---	---	---	---	---
		Sample
V	mg/kg	31	39	27	144
W	mg/kg	5.9	6.3	6.7	5.8
Y	mg/kg	14.0	8.7	8.6	45.9
Yb	mg/kg	1.09	0.87	0.82	2.93
Zn	mg/kg	11	17	38	240
Zr	mg/kg	14.1	13.0	9.7	153.0
ALS<br> USA, Inc. Report No.		RE22157772	RE22275100	RE23019039	RE23046119

Source: Met Engineering, 2023

1) Cu reported using the OG62 method.

10.3	Process Factors and Deleterious Elements

There are some factors to follow up on with future testing to ensure all processing factors are effectively covered. These are confirmation of corrosion resistant materials and linings, to elevated chloride levels, for the thickeners in the counter-current-decantation system for pregnant leach solution recovery, and studying sulfide flotation with expected process water chemistry at the site. Otherwise, there are no other processing factors or deleterious elements that could have a significant effect on economic extraction. The processes proposed in the IE, CGCC, ASARCO, and Santa Cruz In-Situ studies for extraction of copper from the ore are all conventional in design and have been used economically for decades. There have been significant advances in most of these technologies since 1980, when most of the studies were conducted, which have improved the economics of these processes. Some examples are:

·	Materials<br> for construction of SX plants are cheaper and more resistant to chlorides in solution from<br> leaching atacamite. SX wash circuits and/or organic coalescers eliminate the concern of chloride<br> carryover to the EW.
·	SX<br> reagents are much more selective for copper extraction, react faster, separate faster from<br> the aqueous media they are mixed with and are more robust today.
---	---
·	SAG<br> and ball mill grinding circuits are designed much more efficiently today and the liner and<br> grinding media used last much longer than in 1980.
---	---
·	Flotation<br> cell designs are more efficient now and have raised recovery and concentrate grades.
---	---
·	Environmental<br> controls for dust, volatile organic compounds (VOC), and aerosol mists are much more efficient<br> compared to 1980.
---	---
10.4	QP Opinion
---	---

After completion of the review of mineral processing and metallurgical testing by The Hanna Mining Company, the United States Bureau of Mines, and the IE metallurgical test program in 2022-2023, it is the opinion of the M3 QP that the testing procedures, results, interpretations, and reporting meet standard industry practices and are adequate for this level of study.

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11	Mineral Resource Estimates
---	---
11.1	Drillhole Database
---	---

The work on the Mineral Resource Estimates included a detailed geological and structural re-examination of the Santa Cruz Deposit along with the East Ridge and Texaco Deposits.

The Santa Cruz Deposit Mineral Resource Estimate benefits from approximately 116,388 m of diamond drilling in 129 drillholes, while Texaco has 23 drillholes totaling 21,289 m, and East Ridge has 18 holes totaling 15,448 m. All holes were drilled between 1964 to 2022 (Table 11-1, Figure 11-1).

Source: Nordmin, 2023

Figure11-1: Plan View of Santa Cruz Project Diamond Drilling by Deposit

Diamond drillhole samples were analyzed for total copper and acid soluble copper using AAS. A decade after initial drilling, ASARCO re-analyzed select samples for cyanide soluble copper (AAS) and molybdenum (ICP). The Company currently analyzes all samples for total copper, acid soluble copper, cyanide soluble copper, and molybdenum. Due to the re-analyses to determine cyanide soluble copper within the historic samples, there are instances where cyanide soluble copper is greater than total copper. It has been determined that the historic cyanide soluble assays are valid as they align with recent assays in 2022 drillholes. Therefore, a cap has been applied to historic cyanide soluble assays such that they must be equal to or less than the associated total copper value for each sample. A breakdown of the drillhole summary is in Table 11-1, and the number of assays used within each Mineral Resource Estimate is provided in Table 11-2.

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Table 11-1: Drillhole Summary

	Total Drilling			IE Electric Drilling
Deposit	Number of Drillholes	Meters	Meters Intersecting Deposit	Number of Drillholes	Meters	Meters Intersecting Deposit
Santa<br> Cruz	129	116,388	57,326	41	34,769	14,172
East<br> Ridge	18	15,448	1,501	0	0	0
Texaco	23	21,289	2,661	3	3,286	685
Total	170	153,125	61,488	44	38,055	14,857

Source: Nordmin, 2023

Table11-2: Mineral Resource Estimate Number of Assays by Assay Type

Assay Type	Santa Cruz Deposit Assays	Texaco Deposit Assays	East Ridge Deposit Assays
Total<br> Cu	21,898	1,403	1,389
Acid<br> Soluble Cu	15,859	787	0
Cyanide<br> Soluble Cu	10,278	893	0
Molybdenum	13,193	712	86

Source: Nordmin, 2023

11.2	Domaining
11.2.1	Geological Domaining
---	---

Geological domains were developed within the Santa Cruz Project based upon geographical, lithological, and mineralogical characteristics, along with incorporating both regional and local structural information. Local D2 fault structures separate the mineralization at the Santa Cruz, Texaco, and East Ridge Deposits. Local fault zones were created and/or extrapolated by Rogue Consulting using Seequent’s Leapfrog Geo^™^ (Leapfrog) geological software. The three Deposits were divided into two main geological domains consisting of the weathered supergene enrichment and the primary hypogene mineralization domain, each of which were further subdivided based upon their type of Cu speciation, specifically acid soluble-rich (Oxide Domain), cyanide soluble-rich (Chalcocite Enriched Domain), primary Cu sulfide (Primary Domain), and Cu oxides in overlying Tertiary sediments (Exotic Domain). Collectively, each of these domains was further sub-domained based upon their individual grade profiles. A schematic for Santa Cruz, Texaco, and East Ridge Deposit hierarchies is outlined in Figure 11-2 and Table 11-3. The following terms are assigned to the sub-domains; these represent a local definition of the grade profile: high-grade (HG), medium grade (MG), and low grade (LG).

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Source: Nordmin, 2023

Figure11-2: Santa Cruz, Texaco, and East Ridge Geological Domains

Table11-3: Santa Cruz, Texaco, and East Ridge Geological Domains

Santa Cruz Deposit
Weathered<br> Supergene Enrichment	Oxide<br> Domain (Primarily Acid Soluble Cu)
	Chalcocite<br> Enriched Domain (Primarily Cyanide Soluble Cu)
	Exotic<br> Domain (Tertiary-Hosted “Exotic” Cu)
Hypogene<br> Mineralization	Primary<br> Domain (Primary Sulfide Cu)
Texaco Deposit
Weathered<br> Supergene Enrichment	Oxide<br> Domain (Primarily Acid Soluble Cu)
	Chalcocite<br> Enriched Domain (Primarily Cyanide Soluble Cu)
Hypogene<br> Mineralization	Primary<br> Domain (Primary Sulfide Cu)
East Ridge Deposit
Weathered<br> Supergene Enrichment	Oxide<br> Domain (Primarily Acid Soluble Cu)

Source: Nordmin, 2023

Exotic Cu is primarily present within the CG2 and CG3 D2 fault structures. All other Cu styles of mineralization hosted within the oracle granite lithology terminate at the contact of the tertiary sediments. The current drilling indicates that the Cu mineralization is truncated at depth by the basal faults within the region.

The oracle granite hosts both the laramide porphyry and diabase dykes, both of which are associated with brecciation and Cu mineralization. Secondary supergene Cu mineralization is separated from the primary hypogene mineralization by a Cu-oxide boundary layer called the chalcocite enriched domain. This domain is defined by a 2:1 relationship of acid soluble to total Cu and follows the dip of the contact of the oracle granite-tertiary sediments contact. The chalcocite enriched domain was formed by two different enrichment events. HG Cu oxides follow the trend of the laramide porphyries closely and likely contain significant amounts of primary mineralization. Cyanide soluble Cu can be found within both the supergene Cu and hypogene Cu domains as a form of secondary enrichment of chalcocite. Figure 11-3 is a conceptual example of the Santa Cruz Deposit domaining. Figure 11-4 and Figure 11-5 are examples of Texaco and East Ridge domaining.

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Source: Nordmin, 2023

Figure11-3: Santa Cruz Deposit Domain Idealized Cross-section

Source: Nordmin, 2023

Figure11-4: Texaco Deposit Domain Idealized Cross-section

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Source: Nordmin, 2023

Note: Another discrete oxide domain exists to the south but has little interpretation due to lack of data.

Figure11-5: East Ridge Deposit Domain Idealized Cross-section with Structural Control, Comprised Solely of Oxide Mineralization

The current mineral domains have been significantly revised based on improved understanding of the deposition mechanisms for each mineral type. The high-grade oxide domain has been revised to better reflect the supergene enrichment process. Subsequent drilling has confirmed the new interpretation, as in Figure 11-6 and Figure 11-7.

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Source: Nordmin, 2023

Note: The three displayed drillholes were completed after the revision in interpretation and confirm the new wireframes as they intersected high grade copper mineralization.

Figure11-6: Revised Santa Cruz High-Grade Domains for Exotic, Oxide, and Primary Mineralization

The oxide domains consider the acid soluble copper assay to total copper assay ratio, while the chalcocite zone considers the cyanide soluble assay to total copper assay ratio. This is important as an additional level of interpretation considers possible ore type mixing and gradational zones between oxide, chalcocite, and primary ore types.

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Source: Nordmin, 2023

Figure11-7: Santa Cruz Cross-section Showing Acid Soluble Copper Assay to Total Copper Assay Ratio

11.2.2	Regression

Cyanide soluble and acid soluble assays were measured approximately a decade after initial diamond drilling by ASARCO, therefore assay data is not available for all sample intervals within the drillholes. A regression analysis was conducted to infill the downhole intervals that are missing relevant acid soluble and cyanide soluble data. The analysis used the relationships between all applicable data available to determine the most appropriate regression calculations using Orange Data Mining™ Software (version 3.34) and Microsoft Excel™. Regression formulas were created and applied in a recursive manner to the assays for all three Deposits using the total Cu assays, flagged Sub-Domains, and lithology to calculate acid soluble and/or cyanide soluble values. Because internal correlations differ for all Domains, Sub-Domains, and lithologies, regression contains formulas up to five levels deep to allow the most accurate correlation formula to be applied. All further references to acid soluble and cyanide soluble Cu grades apply to the full regression-applied values. Regression analyses can be found in Table 11-4 and Table 11-5.

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Table11-4: Regression Analysis for Acid Soluble Cu

Sub-characterization	ID	Linear Formula (y=mx+b)	Formula m	Formula b
General
All	AA	(0.4868<br> * TCu) – 0.0619	0.4868	0.0619
STEP 1 – Domain
Exotic	1EA	(0.5502<br> * TCu) + 0.2338	0.5502	0.2338
Oxide	1OA	(0.5895<br> * TCu) + 0.0958	0.5895	0.0958
Chalcocite	1CA	(0.2285<br> * TCu) + 0.0532	0.2285	0.0532
Primary	1PA	(0.0912<br> * TCu) + 0.116	0.0912	0.116
Background	1BA	(0.5823<br> * TCu) – 0.0551	0.5823	-0.0551
STEP 2 – Sub-Domain
Exotic<br> LG	2ELA	(0.7962<br> * TCu) – 0.0358	0.7962	-0.0358
Exotic<br> HG	2EHA	(0.4261<br> * TCu) + 1.0446	0.4261	1.0446
Oxide<br> LG	2PLA	(0.1186<br> * TCu) – 0.0022	0.1186	-0.0022
Oxide<br> HG	2OHA	(0.629<br> * TCu) + 0.3405	0.629	0.3405
Chalcocite<br> LG	2CLA	(0.4529<br> * TCu) – 0.0642	0.4529	-0.0642
Chalcocite<br> MG	2CHA	(0.1625<br> * TCu + 0.0703	0.1625	0.0703
Background	2BGA	1BA	1BA	1BA
STEP 3 – Lithology
Alluvium	3MA1	(0.9458<br> * TCu) – 0.0275	0.9458	-0.0275
Igneous	3MA2	(0.4594<br> * TCu) – 0.0611	0.4594	-0.0611
Conglomerates	3MA3	(0.8871<br> * TCu) – 0.0329	0.8871	-0.0329
Diabase	3MA4	AA	AA	AA
Mafic<br> Conglomerate	3MA5	(0.8073<br> * TCu + 0.0666	0.8073	0.0666
Pinal<br> Schist	3MA6	AA	AA	AA
Porphyries	3MA7	(0.5782<br> * TCu) – 0.0557	0.5782	-0.0557
STEP 4 – Individual Lithology
Background<br> Porphyries	4MBA1	(0.7503<br> * TCu) – 0.066	0.7503	-0.066

Source: Nordmin, 2023

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Table11-5: Regression Analysis for Cyanide Soluble Cu

Characterization	ID	Formula (y=mx+b)	Formula m	Formula b
General
All	AC	(0.4408<br> * TCu) – 0.0337	0.4408	-0.0337
STEP 1 – Domain
Exotic	1EC	(0.3154<br> * TCu) – 0.2166	0.3154	-0.2166
Oxide	1OC	(0.4369<br> * TCu) – 0.0722	0.4369	-0.0722
Chalcocite	1CC	(0.8295<br> * TCu) – 0.1311	0.8295	-0.1311
Primary	1PC	(0.7766<br> * TCu) – 0.2052	0.7766	-0.2052
Background	1BC	(0.0565<br> * TCu) + 0.0047	0.0565	0.0047
STEP 2 – Sub-Domain
Exotic<br> LG	2ELC	(0.0475<br> * TCu) + 0.0026	0.0475	0.0026
Exotic<br> HG	2EHC	(0.398<br> * TCu) – 0.787	0.398	-0.787
Oxide<br> LG	2OLC	(0.7541<br> * TCu) – 0.1051	0.7541	-0.1051
Oxide<br> HG	2OHC	(0.3682<br> * TCu) – 0.3011	0.3682	-0.3011
Chalcocite<br> LG	2CLC	(0.591<br> * TCu) – 0.0551	0.591	-0.0551
Chalcocite<br> MG	2CHC	(0.8391<br> * TCu) – 0.0549	0.8391	-0.0549
Primary<br> LG	2PLC	(0.6232<br> * TCu) – 0.1344	0.6232	-0.1344
Primary<br> HG	2PHC	(1.0344<br> * TCu) – 0.3695	1.0344	-0.3695
Background	2BGC	1BC	BC	1BC
Step 3 – Lithology
Alluvium	3MC1	(0.229<br> * TCu + 0.008	0.229	0.008
Igneous	3MC2	(0.5312<br> * TCu) – 0.0631	0.5312	-0.0631
Conglomerates	3MC3	AC	AC	AC
Diabase	3MC4	(0.826<br> * TCu) – 0.2475	0.826	-0.2475
Mafic<br> Conglomerate	3MC5	(0.0467<br> * TCu + 0.0049	0.0467	0.0049
Pinal<br> Schist	3MC6	AC	AC	AC
Porphyries	3MC7	(0.3385<br> * TCu) – 0.0221	0.3385	-0.0221
STEP 4 – Individual Lithology
Background<br> Conglomerates	4MBC1	(0.0211<br> * TCu + 0.0038	0.0211	0.0038

Source: Nordmin, 2023

11.2.3	Mineralization Domaining

Mineralization within the Santa Cruz, Texaco, and East Ridge Deposits is hosted within crystalline basement rocks, including the Oracle Granite, Laramide Porphyry, and Diabase Dykes.

Nordmin and IE examined and modeled the grade distributions for the hypogene and supergene Cu domains and their corresponding Domains. Each Domain was further domained into Sub-Domains based upon their Cu grade distribution, with grade distributions created for the Exotic, Oxides, Chalcocite Enriched, and Primary Domains. Analysis confirmed that the changes in mineralization and corresponding grade are associated with the type of Cu mineralization. The higher-grade mineralization is a result of secondary supergene enrichment and is near the contact between the Oracle Granite and Tertiary sediments. While the Primary Domain consists of moderate grade hypogene Cu that is predominately hosted within the Laramide porphyry, Diabase dykes, and associated breccias at greater depth. As such, Nordmin and IE created grade shells for each of the Cu types at multiple grade cut-offs to reflect the mineralogical and geochemical differences.

Mineralization wireframes were initially created to honor the known controls on each mineralization type, such as paleowater table for Cu-oxide mineralization and dike orientation for primary mineralization. When not cut-off by drilling, the wireframes terminate at either the contact of the Cu-oxide boundary layer, the Tertiary sediments/Oracle Granite contact, or the D2 fault structure. There is overlap of the Chalcocite Enriched Domain with the Oxide Domain in the weathered supergene or with the Primary Domain in the primary hypogene mineralization; no wireframe overlapping exists within a given Sub-Domain and no other Sub-Domain or Domain wireframe overlapping exists. Implicit modeling was completed in Leapfrog which produced reasonable mineral domains that represent the known controls on high-grade and low-grade mineralization. Leapfrog performs implicit modeling via their proprietary FastRBF^™^ technology, which is a mathematical algorithm developed from radial basis functions allowing the use of variables provided to create wireframes.

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Grade domain wireframes were modeled for four domains: Oxide, Primary, Chalcocite Enriched, and Exotic Domains. Each Domain consists of Sub-Domains, that are based on the following grade distributions outlined in Table 11-6.

Table11-6: Santa Cruz, East Ridge, and Texaco Deposit Domain Wireframes

Santa Cruz Domains	Sub-Domain	Grade Bin
Exotic	LG	Total<br> Cu 0.5-2.0%
	HG	Total<br> Cu >= 2.0%
Oxide	LG	Acid<br> Soluble Cu 0.5-2.0%
	HG	Acid<br> Soluble Cu >= 2.0%
Chalcocite<br> Enriched	LG	Cyanide<br> Soluble Cu 0.5-1.0%
	MG	Cyanide<br> Soluble Cu >= 1.0%
Primary	LG	Total<br> Cu 0.5-1.0%
	HG	Total<br> Cu >= 1.5%
Texaco Domains	Sub-Domain	Grade Bin
Oxide	LG	Total<br> Cu 0.5-1.0%
	MG	Total<br> Cu >= 1.0%
Chalcocite<br> Enriched	MG	Total<br> Cu >= 1.0%
Primary	LG	Total<br> Cu 0.5-1.0%
East Ridge Domains	Sub-Domain	Grade Bin
Oxide	LG	Total<br> Cu 0.5-1.0%
	MG	Total<br> Cu >= 1.0%

Source: Nordmin, 2023

11.3	Exploratory Data Analysis

The exploratory data analysis was conducted on raw drillhole data to determine the nature of the element distribution, correlation of grades within individual lithologic units, and the identification of high-grade outlier samples. Nordmin used a combination of descriptive statistics, histograms, probability plots, and XY scatter plots to analyze the grade population data using X10 Geo^TM^ (V1.4.18). The findings of the exploratory data analysis were used to help define modeling procedures and parameters used in the Mineral Resource Estimate.

Descriptive statistics were used to analyze the grade distribution and continuity of each sample population, determine the presence of outliers, and identify correlations between grade and rock types for each mineral Sub-Domain.

The following are some data errors which were identified and rectified:

·	One<br> drillhole, SC-013, contained assay interval errors. The interval from 0 m to 696.77 m<br> was removed from the flagging process and was not used in the estimate.
·	CG-018<br> had historical collar and survey errors. This drillhole was historically re-drilled and named<br> CG-018A. Relevant data for CG-018 can be found in CG-018A. Because all appropriate drilling<br> data can be found in the re-drilled hole, CG-018 was removed from the database and was not<br> used in the estimate.
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Individual drillhole tables (collar, survey, assay, etc.) were merged to create one single master de-surveyed drillhole file in Datamine Studio RM^TM^. The processing to create this file splits assay intervals to allow for all records in all drilling tables to be included in one single file.

Values in Table 11-7 are based on analysis of this master file; counts will differ when compared with the original data due to these splits.

Table11-7: Santa Cruz Deposit Domain, Assays by Cu Grade Sub-Domain

Santa Cruz Domain	Sub-Domain	Sample Count	Total Cu	Acid Soluble Cu	Cyanide Soluble Cu	Mo
Exotic	LG<br> (0.5%)	555	555	322	211	292
	HG<br> (2.0%)	136	136	136	78	106
Oxide	LG<br> (0.5%)	4,765	4,765	3,588	2,662	2,949
	HG<br> (2.0%)	1,315	1,315	1,301	835	913
Chalcocite<br> Enriched	LG<br> (0.5%)	828	828	770	692	609
	MG<br> (1.0%)	751	751	746	704	491
Primary	LG<br> (0.5%)	5,988	5,988	5,208	2,817	3,370
	HG<br> (1.5%)	351	351	351	209	184
Background		8,783	8,783	4,920	3,423	5,349
Total		23,472	23,472	17,342	11,631	14,263
Texaco Domain	Sub-Domain	Sample Count	Total Cu	Acid Soluble Cu	Cyanide Soluble Cu	Mo
Oxide	LG<br> (0.5%)	190	190	106	98	86
	MG<br> (1.0%)	32	32	11	4	4
Chalcocite<br> Enriched	MG<br> (1.0%)	194	194	75	122	60
Primary	LG<br> (0.5%)	842	842	463	454	427
	MG<br> (1.0%)	150	150	135	128	135
Total		1,408	1,408	790	806	712
East Ridge Domain	Sub-Domain	Sample Count	Total Cu	Acid Soluble Cu	Cyanide Soluble Cu	Mo
Oxide	LG<br> (0.5%)	1,078	1,078	n/a	n/a	67
	MG<br> (1.0%)	310	310	n/a	n/a	18
Total		1,388	1,388	n/a	n/a	n/a

Source: Nordmin, 2023

Figure 11-8 to Figure 11-13 provide the data analysis for the total Cu for all low-grade (LG) domains at Santa Cruz, the primary LG domain at Texaco, and the oxide LG domain at East Ridge.

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Source: Nordmin, 2023

Figure11-8: Histogram and Log Probability Plots for Santa Cruz Exotic Cu LG Sub-Domain

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Source: Nordmin, 2023

Figure11-9: Histogram and Log Probability Plots for Santa Cruz Oxide Cu LG Sub-Domain

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Source: Nordmin, 2023

Figure11-10: Histogram and Log Probability Plots for Santa Cruz Chalcocite Enriched Cu LG Sub-Domain

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Source: Nordmin, 2023

Figure11-11: Histogram and Log Probability Plots for Santa Cruz Primary Cu LG Sub-Domain

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Source: Nordmin, 2023

Figure11-12: Histogram and Log Probability Plots for Texaco Primary Cu LG Sub-Domain

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Source: Nordmin, 2023

Figure11-13: Histogram and Log Probability Plots for East Ridge Oxide Cu LG Sub-Domain

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11.4	Data Preparation
---	---

Prior to grade estimation, the data was prepared in the following matter:

·	All<br> drillhole assays that intersected a wireframe within each domain were assigned a set of codes<br> representative of the domain, wireframe number, and mineralization type.
·	The<br> drillhole assay data was combined by Datamine Studio RM^TM^ to a single static drillhole<br> file, which was then “flagged” to intersecting Cu mineralization Sub-Domains<br> outlined by the wireframe coding process.
·	HG<br> outlier assays in each domain were reviewed, and top cutting (capping) was applied where<br> necessary and applicable.
11.4.1	Assay Intervals at Minimum Detection Limits
---	---

Table 11-8 summarizes the assays at minimum detection in the drillhole database. The assay database provided to Nordmin by IE contained appropriately substituted half-minimum detection assay values for the current lab and analytical method.

Table11-8: Assays at Minimum Detection

Field	Count	Minimum Detection Limit	Count at Minimum Detection Limit	% at Minimum Detection Limit
Santa Cruz Deposit
Cu<br> Total (%)	21,898	0.0005/0.0025	8	0.04%
Acid<br> Soluble Cu (%)	15,859	0.0005	155	0.98%
Cyanide<br> Soluble Cu (%)	10,278	0.0005	343	3.34%
Mo<br> (%)	13,193	0.0002	566	4.29%
East Ridge and Texaco Deposit
Cu<br> Total (%)	1,792	0.0002/0.0005	11	0.61%
Acid<br> Soluble Cu (%)	787	0.0025	171	21.72%
Cyanide<br> Soluble Cu (%)	893	0.0025	20	2.24%
Mo<br> (%)	798	0.0002/0.0005	9	1.13%

Source: Nordmin, 2023

11.4.2	Outlier Analysis and Capping

Grade outliers that are much higher than the general population of assays have the potential to bias (inflate) the quantity of metal estimated in a block model. Geostatistical analysis using X-Y scatter plots, cumulative probability plots, and decile analysis was used by Nordmin to analyze the raw drillhole assay data for each domain to determine appropriate grade capping. Statistical analysis was performed independently on all Sub-Domains. After capping, the resulting change to the overall mean grades is insignificant at the Santa Cruz Deposit. Cap values for each deposit are described in Table 11-9.

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Table11-9: Santa Cruz, Texaco, and East Ridge Capping Values

Santa Cruz Deposit
Domains	Zone	Total Copper %	Acid-Soluble Cu %	Cyanide-Soluble Cu %	Mo
Exotic	LG	10.00	No<br> cap	No<br> cap	No<br> cap
	HG	2.50	No<br> cap	No<br> cap	No<br> cap
Oxide	LG	No<br> cap	No<br> cap	No<br> cap	No<br> cap
	HG	11.00	No<br> cap	No<br> cap	No<br> cap
Chalcocite<br> Enriched	LG	No<br> cap	No<br> cap	No<br> cap	No<br> cap
	MG	No<br> cap	No<br> cap	No<br> cap	No<br> cap
Primary	LG	No<br> cap	4.00	No<br> cap	No<br> cap
	HG	No<br> cap	No<br> cap	No<br> cap	No<br> cap
Background		2.50	1.00	2.00	0.11
Texaco Deposit
Domains	Zone	Total Copper %	Acid-Soluble Cu %	Cyanide-Soluble Cu %	Mo
Oxide	LG	4.00	No<br> cap	9.00	0.10
	MG	No<br> cap	No<br> cap	No<br> cap	No<br> cap
Chalcocite	MG	No<br> cap	No<br> cap	No<br> cap	No<br> cap
Primary	LG	No<br> cap	3.50	No<br> cap	No<br> cap
	MG	No<br> cap	No<br> cap	No<br> cap	No<br> cap
East Ridge Deposit
Domains	Zone	Total Copper %	Acid-Soluble Cu %	Cyanide-Soluble Cu %	Mo
Oxide	LG1	No<br> cap	No<br> cap	No<br> cap	No<br> cap
	LG2	8.00	5.00	5.00	No<br> cap
	LG3	No<br> cap	No<br> cap	No<br> cap	No<br> cap
Background		3.00	1.00	2.00	No<br> cap

Source: Nordmin, 2023

11.4.3	Compositing

Compositing of assays is a technique used to give each assay a relatively equal length and therefore reduce the potential for bias due to uneven assay lengths; it prevents the potential loss of assay data and reduces the potential for grade bias due to the possible creation of short and potentially high-grade composites that tend to be situated along the edge of a wireframe contact when using a fixed length.

The raw assay data was found to have a relatively narrow range of assay lengths. Assays captured within all wireframes were composited to 3.0 m regular intervals based on the observed modal distribution of assay lengths, which supports a 5.0 m x 5.0 m x 5.0 m block model (with sub-blocking). An option to use a slightly variable composite length was chosen to allow for backstitching shorter composites that are located along the edges of the composited interval. All composite assays were generated within each mineral lens with no overlaps along boundaries. The composite assays were validated statistically to ensure there was no loss of data or change to the mean grade of each assay population (Table 11-10).

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Table11-10: Santa Cruz Deposit Composite Analysis

Santa Cruz Domains	Sub-Domain	Number of Composites
Exotic	LG	526
	HG	83
Oxide	LG	4,064
	HG	821
Chalcocite<br> Enriched	LG	483
	MG	493
Primary	LG	4,332
	HG	251
Background	n/a	9,883
Texaco Domains	Sub-Domain	Number of Composites
Oxide	LG	141
	MG	29
Chalcocite<br> Enriched	MG	147
Primary	LG	598
	MG	69
East Ridge Domains	Sub-Domain	Number of Composites
Oxide	LG	1,087
	MG	309

Source: Nordmin, 2023

11.4.4	Specific Gravity

A total of 2,639 SG measurements from seventy-four diamond drillholes exist from the Santa Cruz Deposit. Measurements were calculated using the weight in air versus the weight in water method (Archimedes), by applying the following formula:

Nordmin determined that the required amount and distribution of SG measurements for direct estimation within the block model was not met. SG values were assigned to blocks based on Sub-Domains as seen in East Ridge and Texaco employ SG values from Santa Cruz as the two deposits lacked sufficient samples to calculate a local average. Table 11-11 gives average SG values for Santa Cruz geologic domains.

Table11-11: SG Values Measured for the Santa Cruz Deposit by Geologic Domain

Santa Cruz Domain	Sub-Domain	Average SG
Exotic	LG	2.52
	HG	2.38
Oxide	LG	2.48
	HG	2.53
Chalcocite<br> Enriched	LG	2.49
	MG	2.54
Primary	LG	2.53
	HG	2.51
Background		2.50

Source: Nordmin, 2023

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11.4.5	Block Model Strategy and Analysis
---	---

A series of upfront test modeling was completed to define an estimation methodology to meet the following criteria:

·	Representative<br> of the Santa Cruz Deposit geological and structural controls
·	Accounts<br> for the variability of grade, orientation, and continuity of mineralization
·	Controls<br> the smoothing (grade spreading) or grades and the influence of outliers
·	Accounts<br> for most of the mineralization within the Santa Cruz Deposit
·	Is<br> robust and repeatable within the mineral domains
·	Supports<br> multiple domains

Multiple test scenarios were evaluated to determine the optimum processes and parameters to use to achieve the stated criteria. Each scenario was based on nearest neighbour (NN), inverse distance squared (ID2), inverse distance cubed (ID3), and ordinary kriging (OK) interpolation methods (only for the Santa Cruz Deposit). All test scenarios were evaluated based on global statistical comparisons, visual comparisons of composite assays versus block grades, and the assessment of overall smoothing. Based on the results of the testing, it was determined that the final resource estimation methodology would constrain the mineralization by using hard wireframe boundaries to control the spread of mineralization. OK was selected as the best and most applicable interpolation method for the Santa Cruz Deposit, and ID3 was selected as the best and most applicable interpolation method for the East Ridge and Texaco Deposits.

11.4.6	Assessment of Spatial Grade Continuity

Datamine, Leapfrog Geo^™^, and Leapfrog Edge^™^ were used to determine the geostatistical relationships of the Santa Cruz Deposit. Texaco and East Ridge Deposits did not have sufficient data density to perform variography. Independent variography was performed on composite data for each domain. Experimental grade variograms were calculated from the capped/composited assay data for each element to determine the approximate search ellipse dimensions and orientations.

The following was considered for each analysis:

·	Downhole<br> variograms were created and modeled to define the nugget effect.
·	Experimental<br> semi-variograms were calculated to determine directional variograms for the strike and down<br> dip orientations.
·	Variograms<br> were modeled using an exponential model with practical range.
·	Directional<br> variograms were modeled using the nugget defined in the downhole variography, and the ranges<br> for the along strike, perpendicular to strike, and down dip directions. Variograms outputs<br> were re-oriented to reflect the orientation of the mineralization.

Some domains share variography parameters due to similar behavior. The variography used for Santa Cruz is provided in Table 11-12 Semi-variograms for several Cu domains are provided in Figure 11-14 to Figure 11-18.

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Table11-12: Santa Cruz Deposit Variography Parameters

Domain		Rotation Angles						Structure 1				Structure 2
	Type	1	2	3	Axes	Nugget	C1	Range 1	Range 2	Range 3	C2	Range 1	Range 2	Range 3
Exotic	TCu	30	90	140	Z-Y-Z	0.20	0.26	130	90	35	0.54	300	130	50
	ASCu	30	90	140	Z-Y-Z	0.20	0.26	190	100	20	0.54	233	125	44
	CNCu	30	90	140	Z-Y-Z	0.25	0.75	290	125	35	0	n/a
Oxide	TCu	90	40	60	Z-Y-Z	0.15	0.52	15	126	60	0.33	175	200	95
	ASCu	90	40	30	Z-Y-Z	0.15	0.50	40	30	40	0.35	145	100	100
	CNCu	90	30	20	Z-Y-Z	0.13	0.32	150	30	10	0.55	150	230	70
Chalcocite<br> Enriched	TCu	35	60	75	Z-Y-Z	0.25	0.75	210	200	45	0	n/a
	ASCu	35	60	135	Z-Y-Z	0.13	0.87	250	245	35	0	n/a
	CNCu	35	60	80	Z-Y-Z	0.20	0.80	295	225	21	0	n/a
Primary	TCu	30	180	45	Z-Y-Z	0.20	0.37	130	160	80	0.43	470	195	200
	ASCu	30	0	120	Z-Y-Z	0.20	0.37	200	100	50	0.43	420	200	100
	CNCu	20	150	135	Z-Y-Z	0.12	0.45	100	55	45	0.43	370	310	265
Background	TCu	90	30	150	Z-Y-Z	0.12	0.35	20	133	35	0.53	780	800	430
	ASCu	90	30	150	Z-Y-Z	0.13	0.87	330	195	45	0	n/a
	CNCu	90	30	20	Z-Y-Z	0.11	0.89	355	220	32	0.53	n/a

Source: Nordmin, 2023

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Source: Nordmin, 2023

Figure11-14: Exotic Domain Total Cu Variogram

Source: Nordmin, 2023

Figure11-15: Oxide Domain Total Cu Variogram

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Source: Nordmin, 2023

Figure11-16: Oxide Domain Acid Soluble Cu Variogram

Source: Nordmin, 2023

Figure11-17: Chalcocite Enriched Domain Acid Soluble Cu Variogram

September 2023
SEC Technical Report Summary – Santa Cruz	Page 220
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Source: Nordmin, 2023

Figure11-18: Primary Domain Total Cu Variogram

11.4.7	Block Model Definition

The block model shape and size are typically a function of the geometry of the deposit, the density of assay data, drillhole spacing, and the selected mining unit. Taking this into consideration, the block model was defined with parent blocks at 5.0 m x 5.0 m x 5.0 m (N-S x E-W x Elevation). All three deposits use the same model definition parameters. The block model prototype parameters are listed in Table 11-13. All three deposits employed the same prototype parameters.

Table11-13: Santa Cruz, Texaco, and East Ridge Block Model Definition Parameters

Item	Block Origin (m)	Block Max (m)	Block Dimension (m)	Number of Parent Blocks	Minimum Sub-Block (m)
Easting	414,200	421,500	5	1,460	1.25
Northing	3,637,800	3,644,800	5	1,400	1.25
Elevation	-1,200	500	5	340	1.25

Source: Nordmin, 2023

All mineral Sub-Domain wireframe volumes were filled with blocks using the parameters described in Table 11-13. Block volumes were compared to the mineral sub-domain wireframe volumes to confirm there were no significant differences. Block volumes for all sub-domains were found to be within reasonable tolerance limits for all mineral sub-domain volumes. Sub-blocking was allowed to maintain the geological interpretation and accommodate the HG, MG, and LG Sub-Domains (wireframes), the lithological SG, and the category application. Sub-blocking has been allowed to the following minimums:

·	5.0 m<br> x 5.0 m x 5.0 m blocks are sub-blocked two-fold to 1.25 m x 1.25 m in<br> the N to S and E to W directions with a variable elevation calculated based on the other<br> sizes.
September 2023
---
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The block models were not rotated, and it was not necessary to clip them to topography due to their depth. The resource estimation was conducted using Datamine Studio RM^TM^ version 1.12.113.0 within the NAD 83 UTM Zone 12 N projection grid.

11.4.8	Interpolation Method

The Santa Cruz Deposit block model was estimated using NN, ID2, ID3, and OK interpolation methods for global comparisons and validation purposes. The OK method was used for the Mineral Resource Estimate; it was selected over ID2, ID3, and NN as the OK method was the most representative approach to controlling the smoothing of grades. The Santa Cruz Deposit was estimated using NN, ID2, ID3, OK, and the OK method was used for the Mineral Resource Estimate. The Texaco and East Ridge block models were estimated using NN, ID2, and ID3, and the ID3 method was used for the mineral estimate for the Texaco and East Ridge Deposits.

11.4.9	Search Strategy

Zonal controls for all three deposits were used to constrain the grade estimates to within each LG, MG, and HG wireframe. These controls prevented the assays from individual domain wireframes from influencing the block grades of one another, acting as a “hard boundary” between the Sub-Domains. For instance, the composites identified within the Background total Cu wireframe were used to estimate the Background total Cu, and all other composites were ignored during the estimation. A “soft boundary” was used in the LG Oxide Sub-Domain, where composites from the HG model were included with the LG composites for the purposes of LG Oxide Sub-Domain estimation.

Search orientations for each deposit were used for estimation of the block model and were based on the shape of the modeled mineral domains; see Table 11-14 (Santa Cruz Deposit), Table 11-15 (Texaco Deposit), and Table 11-16 (East Ridge Deposit). A total of three nested searches were performed on all Sub-Domains. Table 11-14 to Table 11-16 display search parameters used in the estimation of the Santa Cruz, Texaco, and East Ridge Deposit mineral resource estimates. The search distances were based upon the variography ranges outlined in Table 11-12. The search radius of the first search was based upon the first structure of the variogram, the second search is generally two times the first search pass, and the third search pass is 8 times the initial search for the purposes of block model filling – note that this third-pass material was not considered for anything other than Inferred Categorization. Search strategies used an ellipsoidal search with a defined overall minimum and maximum number of composites as well as a maximum number of composites per hole for each block. Blocks which did not meet these criteria did not estimate and do not appear in the MRE.

September 2023
SEC Technical Report Summary – Santa Cruz	Page 222
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Table 11-14: Santa Cruz Block Model Search Parameters

Santa Cruz Deposit
Total Copper
							Pass 1						Pass 2						Pass 3
	Search Rotation			Search Axes			Search Distances			Comps			Search Distances			Comps			Search Distances			Comps
Domain	Rot 1	Rot 2	Rot 3	Axis 1	Axis 2	Axis 3	Dist 1	Dist 2	Dist 3	Min	Max	Max<br><br> <br>Per Hole	Dist 1	Dist 2	Dist 3	Min	Max	Max<br><br> <br>Per Hole	Dist 1	Dist 2	Dist 3	Min	Max	Max<br><br> <br>Per Hole
Exotic<br> (LG/HG)	-12	-11	-5	3	2	3	50	80	30	3	8	2	100	160	60	3	8	2	400	640	240	2	8	2
Oxide<br> LG	-12	-11	-5	3	2	3	50	80	30	3	8	2	100	160	60	2	8	2	400	640	240	2	8	2
Oxide<br> HG	-12	-11	-5	3	2	3	50	80	30	3	10	2	100	160	60	3	8	2	400	640	240	2	8	2
Chalcocite<br> (LG/MG)	-12	-11	-5	3	2	3	50	80	30	3	8	2	100	160	60	3	8	2	400	640	240	2	8	2
Primary<br> LG	-12	-11	-5	3	2	3	50	80	30	3	8	2	100	160	60	3	8	2	400	640	240	2	8	2
Primary<br> HG	-12	12	-5	3	2	3	50	80	30	3	8	2	100	160	60	3	8	2	400	640	240	2	8	2
Background	-12	-11	-5	3	2	3	50	80	30	3	8	2	100	160	60	3	8	2	400	640	240	2	8	2
Acid Soluble Copper
							Pass 1						Pass 2						Pass 3
	Search Rotation			Search Axes			Search Distances			Comps			Search Distances			Comps			Search Distances			Comps
Domain	Rot 1	Rot 2	Rot 3	Axis 1	Axis 2	Axis 3	Dist 1	Dist 2	Dist 3	Min	Max	Max<br><br> <br>Per Hole	Dist 1	Dist 2	Dist 3	Min	Max	Max<br><br> <br>Per Hole	Dist 1	Dist 2	Dist 3	Min	Max	Max<br><br> <br>Per Hole
Exotic<br> (LG/HG)	-12	-11	-5	3	2	3	50	80	30	3	8	2	100	160	60	3	8	2	400	640	240	2	8	2
Oxide<br> LG	-12	-11	-5	3	2	3	50	80	30	3	8	2	100	160	60	2	8	2	400	640	240	2	8	2
Oxide<br> HG	-12	-11	-5	3	2	3	50	80	30	3	10	2	100	160	60	3	8	2	400	640	240	2	8	2
Chalcocite<br> (LG/MG)	-12	-11	-5	3	2	3	50	80	30	3	8	2	100	160	60	3	8	2	300	480	180	2	8	2
Primary<br> LG	-12	-11	-5	3	2	3	50	80	30	3	8	2	100	160	60	3	8	2	400	640	240	2	8	2
Primary<br> HG	-12	12	-5	3	2	3	50	80	30	3	8	2	100	160	60	3	8	2	400	640	240	2	8	2
Background	-12	-11	-5	3	2	3	50	80	30	3	8	2	100	160	60	3	8	2	300	480	180	2	8	2
Cyanide Soluble Copper
							Pass 1						Pass 2						Pass 3
	Search Rotation			Search Axes			Search Distances			Comps			Search Distances			Comps			Search Distances			Comps
Domain	Rot 1	Rot 2	Rot 3	Axis 1	Axis 2	Axis 3	Dist 1	Dist 2	Dist 3	Min	Max	Max<br><br> <br>Per Hole	Dist 1	Dist 2	Dist 3	Min	Max	Max<br><br> <br>Per Hole	Dist 1	Dist 2	Dist 3	Min	Max	Max<br><br> <br>Per Hole
Exotic<br> (LG/HG)	-12	-11	-5	3	2	3	50	80	30	3	8	2	100	160	60	3	8	2	400	640	240	2	8	2
Oxide<br> LG	-12	-11	-5	3	2	3	50	80	30	3	8	2	100	160	60	3	8	2	400	640	240	2	8	2
Oxide<br> HG	-12	-11	-5	3	2	3	50	80	30	3	10	2	100	160	60	2	8	2	400	640	240	2	8	2
Chalcocite<br> (LG/MG)	-12	-11	-5	3	2	3	50	80	30	3	8	2	100	160	60	3	8	2	400	640	240	2	8	2
Primary<br> LG	-12	-11	-5	3	2	3	50	80	30	3	8	2	100	160	60	3	8	2	400	640	240	2	8	2
Primary<br> HG	-12	12	-5	3	2	3	50	80	30	3	8	2	100	160	60	3	8	2	400	640	240	2	8	2
Background	-12	-11	-5	3	2	3	50	80	30	3	8	2	100	160	60	3	8	2	400	640	240	2	8	2

Source: Nordmin, 2023

September 2023
SEC Technical Report Summary – Santa Cruz	Page 223
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Table 11-15: Texaco Block Model SearchParameters

Texaco Deposit
Total Copper
							Pass 1						Pass 2						Pass 3
	Search Rotation			Search Axes			Search Distances			Comps			Search Distances			Comps			Search Distances			Comps
Domain	Rot 1	Rot 2	Rot 3	Axis 1	Axis 2	Axis 3	Dist 1	Dist 2	Dist 3	Min	Max	Max Per Hole	Dist 1	Dist 2	Dist 3	Min	Max	Max Per Hole	Dist 1	Dist 2	Dist 3	Min	Max	MaxPer Hole
Oxide<br> (LG/MG)	60	8	15	3	2	1	50	80	30	3	8	2	100	160	60	3	8	2	350	480	180	3	8	2
Chalcocite<br> (LG/MG)	60	8	15	3	2	1	50	80	30	3	8	2	100	160	60	3	8	2	350	480	180	3	8	2
Primary<br> LG	60	8	15	3	2	1	50	80	30	3	8	2	87.5	140	52.5	3	8	2	150	240	90	3	8	2
Primary<br> MG	85	17	-8	3	2	1	50	80	30	3	8	2	100	160	60	3	8	2	350	480	180	3	8	2
Background	60	8	15	3	2	1	50	80	30	3	8	2	100	160	60	3	8	2	350	480	180	3	8	2
Acid Soluble Copper
							Pass 1						Pass 2						Pass 3
	Search Rotation			Search Axes			Search Distances			Comps			Search Distances			Comps			Search Distances			Comps
Domain	Rot 1	Rot 2	Rot 3	Axis 1	Axis 2	Axis 3	Dist 1	Dist 2	Dist 3	Min	Max	Max Per Hole	Dist 1	Dist 2	Dist 3	Min	Max	Max Per Hole	Dist 1	Dist 2	Dist 3	Min	Max	Max<br><br> <br>Per Hole
Oxide<br> (LG/MG)	60	8	15	3	2	1	50	80	30	2	10	2	100	160	60	2	8	2	350	480	180	3	8	2
Chalcocite<br> (LG/MG)	60	8	15	3	2	1	60	45	30	3	8	2	120	90	60	3	8	2	360	270	180	3	8	2
Primary<br> LG	60	8	15	3	2	1	50	80	30	3	8	2	75	120	45	3	8	2	100	160	60	3	8	2
Primary<br> MG	75	12	10	3	2	1	50	80	30	3	8	2	100	160	60	3	8	2	350	480	180	3	8	2
Background	60	8	15	3	2	1	60	45	30	3	8	2	120	90	60	3	8	2	360	270	180	3	8	2
Cyanide Soluble Copper
							Pass 1						Pass 2						Pass 3
	Search Rotation			Search Axes			Search Distances			Comps			Search Distances			Comps			Search Distances			Comps
Domain	Rot 1	Rot 2	Rot 3	Axis 1	Axis 2	Axis 3	Dist 1	Dist 2	Dist 3	Min	Max	Max Per Hole	Dist 1	Dist 2	Dist 3	Min	Max	Max Per Hole	Dist 1	Dist 2	Dist 3	Min	Max	Max<br><br> <br>Per Hole
Oxide<br> (LG/MG)	60	8	15	3	2	1	50	80	30	3	8	2	100	160	60	3	8	2	350	480	180	3	8	2
Chalcocite<br> (LG/MG)	60	8	15	3	2	1	40	50	20	3	8	2	60	75	30	3	8	2	240	350	120	3	8	2
Primary<br> LG	60	8	15	3	2	1	50	80	30	3	8	2	100	160	60	3	8	2	-	-	-	-	-	-
Primary<br> MG	60	12	10	3	2	1	50	80	30	3	8	2	100	160	60	3	8	2	350	480	180	3	8	2
Background	60	8	15	3	2	1	40	50	20	3	8	2	75	120	30	3	8	2	240	350	120	3	8	2

Source: Nordmin, 2023

September 2023
SEC Technical Report Summary – Santa Cruz	Page 224
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Table 11-16: East Ridge Block ModelSearch Parameters

Texaco Deposit
Total Copper
							Pass 1						Pass 2						Pass 3
	Search Rotation			Search Axes			Search Distances			Comps			Search Distances			Comps			Search Distances			Comps
Domain	Rot 1	Rot 2	Rot 3	Axis 1	Axis 2	Axis 3	Dist 1	Dist 2	Dist 3	Min	Max	Max Per Hole	Dist 1	Dist 2	Dist 3	Min	Max	Max Per Hole	Dist 1	Dist 2	Dist 3	Min	Max	Max<br><br> <br>Per Hole
Oxide<br> (LG/MG)	-40	10	-9	3	2	1	50	80	30	3	8	2	100	160	60	3	8	2	450	640	240	3	8	2
Background	-40	10	-9	3	2	1	50	80	30	3	8	2	100	160	60	3	8	2	600	960	360	3	8	2
Acid Soluble Copper
							Pass 1						Pass 2						Pass 3
	Search Rotation			Search Axes			Search Distances			Comps			Search Distances			Comps			Search Distances			Comps
Domain	Rot 1	Rot 2	Rot 3	Axis 1	Axis 2	Axis 3	Dist 1	Dist 2	Dist 3	Min	Max	Max Per Hole	Dist 1	Dist 2	Dist 3	Min	Max	Max Per Hole	Dist 1	Dist 2	Dist 3	Min	Max	Max<br><br> <br>Per Hole
Oxide<br> (LG/MG)	60	8	15	3	2	1	50	80	30	3	8	2	100	160	60	3	8	2	350	480	180	3	8	2
Background	60	8	15	3	2	1	60	45	30	3	8	2	120	90	60	3	8	2	360	270	180	3	8	2
Cyanide Soluble Copper
							Pass 1						Pass 2						Pass 3
	Search Rotation			Search Axes			Search Distances			Comps			Search Distances			Comps			Search Distances			Comps
Domain	Rot 1	Rot 2	Rot 3	Axis 1	Axis 2	Axis 3	Dist 1	Dist 2	Dist 3	Min	Max	Max Per Hole	Dist 1	Dist 2	Dist 3	Min	Max	Max Per Hole	Dist 1	Dist 2	Dist 3	Min	Max	Max<br><br> <br>Per Hole
Oxide<br> (LG/MG)	60	8	15	3	2	1	50	80	30	3	8	2	100	160	60	3	8	2	350	480	180	3	8	2
Background	60	8	15	3	2	1	40	50	20	3	8	2	60	75	30	3	8	2	240	350	120	3	8	2

Source: Nordmin, 2023

September 2023
SEC Technical Report Summary – Santa Cruz	Page 225
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11.5	Block Model Validation
---	---

The Santa Cruz Deposit block model was estimated using NN, ID2, ID3, and OK interpolation methods for global comparisons and validation purposes. The OK method was used for the MRE; it was selected over ID2, ID3, and NN as the OK method was the most representative approach to controlling the smoothing of grades. The Texaco and East Ridge Deposit block models were estimated using NN, ID2, and ID3. The ID3 method was used for the mineral estimate for the Texaco and East Ridge Deposits and was used in the MRE.

11.5.1	Visual Comparison

The validation of the interpolated block model was assessed by using visual assessments and validation plots of block grades versus capped assay grades and composites. The review demonstrated a good comparison between local block estimates and nearby samples without excessive smoothing in the block model.

Figure 11-19 through Figure 11-35 are the block model validation images, displaying total Cu, acid soluble Cu, or cyanide soluble Cu grades in the block model and drillholes for Santa Cruz, Texaco, and East Ridge.

September 2023
SEC Technical Report Summary – Santa Cruz	Page 226
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Source: Nordmin, 2023

Figure11-19: Santa Cruz Block Model Validation, Total Cu, Cross-section

Source: Nordmin, 2023

Figure11-20: Santa Cruz Block Model Validation, Acid Soluble Cu, Cross-section, +/-50 m Width

September 2023
SEC Technical Report Summary – Santa Cruz	Page 227
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Source: Nordmin, 2023

Figure11-21: Santa Cruz Block Model Validation, Cyanide Soluble Cu, Cross-section +/-50 m Width

Source: Nordmin, 2023

Figure11-22: Santa Cruz Block Model Validation, Total Cu, Cross-section +-/50 m Width

September 2023
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Source: Nordmin, 2023

Figure11-23: Santa Cruz Block Model Validation, Acid Soluble Cu, Cross-section +/-50 m Width

Source: Nordmin, 2023

Figure11-24: Santa Cruz Block Model Validation, Cyanide Soluble Cu, Cross-section +/-50 m Width

September 2023
SEC Technical Report Summary – Santa Cruz	Page 229
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Source: Nordmin, 2023

Figure11-25: Texaco Block Model Validation, Total Cu, Cross-section +/-50 m Width

Source: Nordmin, 2023

Figure11-26: Texaco Block Model Validation, Acid Soluble Cu, Cross-section +/-50 m Width

September 2023
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Source: Nordmin, 2023

Figure11-27: Texaco Block Model Validation, Cyanide Soluble Cu, Cross-section +/-50 m Width

Source: Nordmin, 2023

Figure11-28: East Ridge Block Model Validation, Total Cu, Cross-section +/-50 m Width

September 2023
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Source: Nordmin, 2023

Figure11-29: East Ridge Block Model Validation, Acid Soluble Cu, Cross-section +/-50 m Width

Source: Nordmin, 2023

Figure11-30: East Ridge Block Model Validation, Cyanide Soluble Cu, Cross-section +/- 50 m Width

September 2023
SEC Technical Report Summary – Santa Cruz	Page 232
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11.5.2	Swath Plots
---	---

A series of swath plots were generated for total Cu, acid soluble Cu, and cyanide soluble Cu from slices throughout each deposit for various domains. They compare the block model grades for NN, ID2, ID3, and OK to the drillhole composite grades to evaluate any potential local grade bias. A review of the swath plots did not identify bias in the model that is material to the Mineral Resource Estimate, as there was a strong overall correlation between the block model grade and the capped composites used in the Mineral Resource Estimate. Figure 11-31 and Figure 11-32 are the swath plots for Santa Cruz Deposit total Cu, acid soluble Cu, and cyanide soluble Cu, Figure 11-33 is for the Texaco Deposit, and Figure 11-34 is for the East Ridge Deposit.

September 2023
SEC Technical Report Summary – Santa Cruz	Page 233
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Source: Nordmin, 2023

Figure11-31: Santa Cruz Oxide Domain Swath Plots, Total Cu % in X, Y, and Z Directions

September 2023
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Source: Nordmin, 2023

Figure11-32: Santa Cruz Oxide and Chalcocite Domain Swath Plots, Acid Soluble and Cyanide Soluble Cu %

September 2023
SEC Technical Report Summary – Santa Cruz	Page 235
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Source: Nordmin, 2023

Figure11-33: Texaco Primary Domain Swath Plot, Total Cu %

September 2023
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Source: Nordmin, 2023

Figure11-34: East Ridge Oxide Domain Total Cu, Acid Soluble, and Cyanide Soluble Swath Plots

September 2023
SEC Technical Report Summary – Santa Cruz	Page 237
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11.6	Mineral Resource Classification
---	---

The Mineral Resource Estimate was classified in accordance with S-K 1300 definitions. Mineral Resource classifications were assigned to broad regions of the block model based on the Nordmin QP’s confidence and judgment related to geological understanding, continuity of mineralization in conjunction with data quality, spatial continuity based on variography, estimation parameters, data density, and block model representativeness.

Classification (Indicated and Inferred) was applied to the Santa Cruz, Texaco, and East Ridge Deposits based on a full review that included the examination of drill spacing, visual comparison, kriging variance, distance to nearest composite, and search volume estimation (the estimation pass in which each block was populated) along with the search ellipsoid ranges. Collectively this information was used to produce an initial classification script followed by manual wireframes application to further limit the mineral resource classification.

Figure 11-35 and Figure 11-36 demonstrate the resource classification in section throughout the Santa Cruz, Texaco, and East Ridge Deposits.

The areas of greatest uncertainty are attributed to Inferred Resources. These are areas with limited drilling or very large drill spacing (greater than 100 m). Due to lack of drilling density it is difficult to be confident in the continuity of mineralization and is therefore classified as Inferred and may be upgraded via infill drilling to support mineralization continuity. Indicated Resources are resources that have consistent drill spacing, low to moderate kriging variance and a visual comparison. In the Santa Cruz Deposit the drill spacing that supports the Indicated Resource classification constitutes approximately 80 m to 100 m. There is the possibility for Indicated Resources to be upgraded to Measured Resources via additional infill drilling that would reduce the drill spacing to < 25 m. Currently, none of the deposits have a Measured Resource. Additional uncertainty lies in the historical drill measurements including logging, assaying, and surveying. The 2021 twin drilling program conducted by IE outlined in Section 7.3.3 and 9.3 has demonstrated overall grade continuity, location, and continuity between intercepts. There is the potential for unknown errors within the database which could affect the size and quantity of Indicated and Inferred Mineral Resources.

While most of the Texaco Deposit is classified as Inferred, there is a small portion of Indicated Resource. There are three IE drilled holes in Texaco which have served to prove depth, continuity, and grade of the historic drilling. The East Ridge Deposit is currently classified as Inferred as the area is defined by historical drilling which has yet to be validated with modern drilling. This work is forthcoming and will help to improve resource class confidence in subsequent iterations.

September 2023
SEC Technical Report Summary – Santa Cruz	Page 238
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Source: Nordmin, 2023

Figure11-35: Plan section Demonstrating Resource Classification, -250 m, -350 m, and -450 m Depth, with North Upward

September 2023
SEC Technical Report Summary – Santa Cruz	Page 239
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Source: Nordmin, 2023

Figure11-36: Texaco (left) and East Ridge (right) Plan Sections Demonstrating Resources Classification, With North Upward

11.7	Copper Pricing

Mineral Resources were estimated based on a long-term copper price of US$3.70/lb.

Nordmin notes that US$3.70/lb copper price is approximately equal to current spot pricing. In the opinion of Nordmin, this price is generally in-line with pricing over the last 3 years and forward-looking pricing is appropriate for use during an Initial Assessment of the Project with an estimated 20-year long mine life. The values presented here may differ from the economic model, however Nordmin is of the opinion that the differences are not material. Additional commentary on selected pricing is included in Section 16.

September 2023
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11.8	Reasonable Prospects of Economic Extraction
---	---

The Mineral Resource was created using Datamine Studio RMTM version 1.7.100.0 software to create the block models for the Santa Cruz, Texaco, and East Ridge Deposits, and Deswik.CADTM 2022.1 and Deswik.SOTM 4.1 for stope optimization.

To demonstrate reasonable prospects for economic extraction for the Santa Cruz, Texaco, and East Ridge Mineral Resource Estimates, representational minimum mining unit shapes were created using Deswik’s minimum MSO tool. This MSO tool constrains and evaluates the block model based on economic and geometric parameters, shown in Table 11-17, generating potentially mineable shapes. The Santa Cruz Deposit was assumed to be developed as a long-life operation consisting of an underground longhole stoping plan, with an initial mining rate of 15,000 t/d to produce a Cu concentrate. The Texaco Deposit was assumed to be a longhole stoping plan at 7,000 t/d, while East Ridge was assumed to be a room & pillar plan at 3,500 t/d. The Mineral Resource Estimate comprises of all material found within the MSO wireframes generated at a cut-off of 0.70% Cu for Santa Cruz, 0.80% Cu cut-off for Texaco, and 0.90% Cu cut-off for East Ridge, including material below cut-off.

September 2023
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Table11-17: Input Parameter Assumptions

	December 2022 MRE
* All prices in US	Santa Cruz	Texaco	East Ridge
	30m Longhole	20m Longhole	Room & Pillar
	Flotation	Flotation	Flotation
Key Criteria and Inputs
Assumed Production	15,000	7,000	3,500
Annual Tonnage	5,250,000	2,450,000	1,225,000
Annual Cathode Production	30,104	4,836	7,945
	66,366,176	10,662,107	17,516,319
% of Total	49.6%	17.4%	50.7%
Annual Copper in Concentrate	30,597	23,030	7,715
	67,454,146	50,771,938	17,008,599
% of Total	50.4%	82.6%	49.3%
Copper Price	US$3.70	US$3.70	US$3.70
Payable Copper	96.0%	96.0%	96.0%
On-site Costs
Mining Costs - Direct	$24.50	$31.50	$40.00
Mining Costs - G&A	$4.00	$4.00	$4.00
Processing - Concentrator	$8.40	$8.40	$8.40
Refining - SX-EW	$0.180	$0.180	$0.180
	$2.28	$1.50	$2.57
Processing - Laboratory/Water Treatment	$0.50	$0.50	$0.50
Processing - G&A Costs	$3.00	$3.00	$3.00
Total On-site Costs	$42.68	$48.90	$58.47
Off-site and Downstream Costs
Cathode Shipping	$0.51	$0.17	$0.57
Concentrate Shipping	$1.259	$2.031	$1.361
Concentrate Smelting & Refining	$1.529	$2.466	$1.652
Total Off-site and Downstream Costs	$3.29	$4.67	$3.58
Royalties
Average Royalties	6.96%	6.06%	5.00%
	$5.95	$5.08	$4.72
Recoveries/Dilution
Mining Dilution	0.0%	0.0%	0.0%
Mining Recovery	100.0%	100.0%	100.0%
Processing Recovery	94.0%	94.0%	94.0%
MRE<br> Selected Copper in situ Cut-off	0.70%	0.80%	0.90%

All values are in US Dollars.

Source: Nordmin, 2023

See Section 11.7 for Copper Pricing

September 2023
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11.9	Mineral Resource Estimate
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Due to a lack of sample data as well as a bias in sampling for acid soluble Cu and cyanide soluble Cu within the Primary Domain, it was determined that the acid soluble Cu and cyanide soluble Cu estimation within the Primary Domain was not representative of the actual cyanide soluble Cu within the domain and has been removed from all reports and totals. Acid soluble Cu and cyanide soluble Cu was determined to be accurate within the Exotic Domain, Oxide Domain, and Chalcocite Enriched Domain. A plan view of the Deposits is shown in Figure 11-37. The Mineral Resource Estimate, which is exclusive of mineral reserves, can be found in Table 11-18.

Source: IE, 2023

Figure11-37: Plan View of the Mineral Resource Envelopes

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11.9.1	Mineral Resource Estimate
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Table 11-18:In Situ Santa Cruz Project Mineral Resource Estimates at 0.70% Cu cut-off for Santa Cruz, 0.80% Cu cut-off for Texaco, and 0.90% Cu Cut-offfor East Ridge

Classification	Deposit	Mineralized Material (kt)	Mineralized Material (k ton)	Total Cu (%)	Total Soluble Cu (%)	Acid Soluble Cu (%)	Cyanide Soluble Cu (%)	Total Cu (kt)	Total Soluble Cu (kt)	Acid Soluble Cu (kt)	Cyanide Soluble Cu (kt)	Total Cu (Mlb)
Indicated	Santa Cruz <br><br>(0.70% <br><br>COG)	223,155	245,987	1.24	0.82	0.58	0.24	2,759	1,824	1,292	533	6,083
	Texaco <br><br>(0.80% <br><br>COG)	3,560	3,924	1.33	0.97	0.25	0.73	47	35	9	26	104
	East Ridge <br><br>(0.90% <br><br>COG)	0	0	0.00	0	0.00	0.00	0	0	0	0	0
Inferred	Santa Cruz <br><br>(0.70% <br><br>COG)	62,709	69,125	1.23	0.92	0.74	0.18	768	576	462	114	1,694
	Texaco <br><br>(0.80% <br><br>COG)	62,311	68,687	1.21	0.56	0.21	0.35	753	348	132	215	1,660
	East Ridge <br><br>(0.90%<br><br> COG)	23,978	26,431	1.36	1.26	0.69	0.57	326	302	164	137	718
Total
Indicated	All Deposits	226,715	249,910	1.24	0.82	0.57	0.25	2,807	1,859	1,300	558	6,188
Inferred	All Deposits	148,998	164,242	1.24	0.82	0.51	0.31	1,847	1,225	759	466	4,072

Source: Nordmin, 2023

Notes on Mineral Resources

●	The Mineral Resources in this Estimate were independently<br>prepared, including estimation and classification, by Nordmin Engineering Ltd. and in accordance with the definitions for Mineral Resources<br>in S-K 1300.
●	Mineral Resources that are not Mineral Reserves<br>do not have demonstrated economic viability. This estimate of Mineral Resources may be materially affected by environmental, permitting,<br>legal, title, taxation, sociopolitical, marketing, or other relevant issues.
---	---
●	Verification included multiple site visits to<br>inspect drilling, logging, density measurement procedures and sampling procedures, and a review of the control sample results used to<br>assess laboratory assay quality. In addition, a random selection of the drillhole database results was compared with the original records.
---	---
●	The Mineral Resources in this estimate for the<br>Santa Cruz, East Ridge, and Texaco Deposits used Datamine Studio RMTM software to create the block models.
---	---
●	The Mineral Resources are current to December 31,<br>2022.
---	---
●	Underground-constrained Mineral Resources for<br>the Santa Cruz Deposit are reported at a CoG of 0.70% total copper, Texaco Deposit are reported at a CoG of 0.80% total copper and East<br>Ridge Deposit are reported at a CoG of 0.90% total copper. The CoG reflects total operating costs to define reasonable prospects for eventual<br>economic extracted by conventional underground mining methods with a maximum production rate of 15,000 t/d. All material within mineable<br>shape-optimized wireframes has been included in the Mineral Resource. Underground mineable shape optimization parameters include a long-term<br>copper price of US$3.70/lb, process recovery of 94%, direct mining costs between US$24.50 to US$40.00/processed tonne reflecting various<br>mining method costs (long hole or room and pillar), mining general and administration cost of US$4.00/t processed, onsite processing and<br>SX/EW costs between US$13.40 to US$14.47/t processed, offsite costs between US$3.29 to US$4.67/t processed, along with variable royalties<br>between 5.00% to 6.96% NSR and a mining recovery of 100%.
---	---
●	Specific Gravity was applied using weighted averages<br>by Deposit Sub-Domain.
---	---
●	All figures are rounded to reflect the relative<br>accuracy of the estimates, and totals may not add correctly.
---	---
●	Excludes unclassified mineralization located<br>along edges of the Santa Cruz, East Ridge, and Texaco Deposits where drill density is poor.
---	---
●	Report from within a mineralization envelope<br>accounting for mineral continuity.
---	---
●	Total soluble copper means the addition of sequential<br>acid soluble copper and sequential cyanide soluble copper assays. Total soluble copper is not reported for the Primary Domain.
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September 2023
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11.9.2	Santa Cruz Mineral Resource Estimate
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The Santa Cruz Deposit Mineral Resource Estimate, which is exclusive of mineral reserves, is presented in Table 11-19.

Table 11-19: In Situ Santa Cruz DepositMineral Resource Estimate, 0.70% Total Cu CoG

		Mineralized<br><br> <br>Material<br><br> <br>(kt)	Mineralized<br><br> <br>Material<br><br> <br>(k ton)	Total<br><br> <br>Cu<br><br> <br>(%)	Total<br><br> <br>Soluble Cu<br><br> <br>(%)	Acid<br><br> <br>Soluble Cu<br><br> <br>(%)	Cyanide<br><br> <br>Soluble Cu<br><br> <br>(%)	Total<br><br> <br>Cu<br><br> <br>(kt)	Total<br><br> <br>Soluble Cu<br><br> <br>(kt)	Acid<br><br> <br>Soluble Cu<br><br> <br>(kt)	Cyanide<br><br> <br>Soluble Cu<br><br> <br>(kt)	Total Cu<br><br> <br>(Mlb)
Santa Cruz Deposit
0.70% Cu COG
Classification	Domain
Indicated	Exotic	4,993	5,504	1.79	1.59	1.46	0.13	90	79	73	6	198
	Oxide	96,746	106,644	1.44	1.29	1.10	0.19	1,388	1,244	1,064	179	3,061
	Chalcocite<br><br> <br>Enriched	45,247	49,877	1.34	1.11	0.34	0.77	608	501	154	347	1,341
	Primary	76,169	83,962	0.88	N/A	N/A	N/A	673	N/A	N/A	N/A	1,484
Inferred	Exotic	5,690	6,273	1.61	1.28	1.17	0.11	91	73	67	6	201
	Oxide	43,252	47,678	1.23	1.02	0.88	0.14	532	411	379	62	1,172
	Chalcocite<br><br> <br>Enriched	5,779	6,371	1.25	1.07	0.28	0.79	72	62	16	46	159
	Primary	7,987	8,804	0.92	N/A	N/A	N/A	73	N/A	N/A	N/A	161
Total
Indicated	All Domains	223,155	245,987	1.24	0.82	0.58	0.24	2,759	1,824	1,292	533	6,083
Inferred	All Domains	62,709	69,125	1.23	0.92	0.74	0.18	768	576	462	114	1,694

Source: Nordmin, 2023

Note: Refer to notes on Table 11-18.

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11.9.3	Texaco Mineral Resource Estimate
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The Texaco Deposit Mineral Resource Estimate, which is exclusive of mineral reserves, is presented in Table 11-20.

Table 11-20: In Situ Texaco Deposit MineralResource Estimate, 0.80% Total Cu CoG

		Mineralized<br><br> <br>Material	Mineralized<br><br> <br>Material	Total<br><br> <br>Cu	Total<br><br> <br>Soluble<br><br> <br>Cu	Acid<br><br> <br>Soluble<br><br> <br>Cu	Cyanide<br><br> <br>Soluble<br><br> <br>Cu	Total<br><br> <br>Cu	Total<br><br> <br>Soluble<br><br> <br>Cu	Acid<br><br> <br>Soluble<br><br> <br>Cu	Cyanide<br><br> <br>Soluble<br><br> <br>Cu	Total<br><br> <br>Cu
Texaco Deposit
0.80% Cu COG
Classification	Domain	(kt)	(k ton)	**** (%)	(%)	(%)	(%)	(kt)	(kt)	(kt)	(kt)	(Mlb)
Indicated	Exotic	0	0	0.00	0.00	0.00	0.00	0	0	0	0	0
	Oxide	747	823	1.09	1.00	0.62	0.38	8	7	5	3	18
	Chalcocite Enriched	1,944	2,143	1.55	1.40	0.21	1.18	30	27	4	23	66
	Primary	869	958	1.05	N/A	N/A	N/A	9	N/A	N/A	N/A	20
Inferred	Exotic	0	0	0.00	0.00	0.00	0.00	0	0	0	0	0
	Oxide	7,536	8,307	1.27	1.24	1.09	0.14	96	93	82	11	211
	Chalcocite Enriched	19,763	21,785	1.44	1.29	0.25	1.03	285	254	50	204	628
	Primary	35,012	38,594	1.06	N/A	N/A	N/A	372	N/A	N/A	N/A	821
Total
Indicated	All Domains	3,560	3,924	1.33	0.97	0.25	0.73	47	35	9	26	104
Inferred	All Domains	62,311	68,687	1.21	0.56	0.21	0.35	753	348	132	215	1,660

Source: Nordmin, 2023

Note: Refer to notes on Table 11-18.

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11.9.4	East Ridge Mineral Resource Estimate
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The East Ridge Deposit Mineral Resource Estimate, which is exclusive of mineral reserves, is presented in Table 11-21.

Table 11-21: In Situ East Ridge DepositMineral Resource Estimate, 0.90% Total Cu CoG

		Mineralized<br><br> <br>Material	Mineralized<br><br> <br>Material	Total<br><br> <br>Cu	Total<br><br> <br>Soluble Cu	Acid<br><br> <br>Soluble Cu	Cyanide<br><br> <br>Soluble Cu	Total<br><br> <br>Cu	Total<br><br> <br>Soluble Cu	Acid<br><br> <br>Soluble Cu	Cyanide<br><br> <br>Soluble Cu	Total<br><br> <br>Cu
East Ridge Deposit
0.90% Cu COG
Classification	Domain	(kt)	(k ton)	(%)	(%)	(%)	(%)	(kt)	(kt)	(kt)	(kt)	(Mlb)
Indicated	Exotic	0	0	0.00	0.00	0.00	0.00	0	0	0	0	0
	Oxide	0	0	0.00	0.00	0.00	0.00	0	0	0	0	0
	Chalcocite Enriched	0	0	0.00	0.00	0.00	0.00	0	0	0	0	0
	Primary	0	0	0.00	N/A	N/A	N/A	0	N/A	N/A	N/A	0
Inferred	Exotic	0	0	0.00	0.00	0.00	0.00	0	0	0	0	0
	Oxide	23,978	26,431	1.36	1.26	0.69	0.57	326	302	164	137	718
	Chalcocite Enriched	0	0	0.00	0.00	0.00	0.00	0	0	0	0	0
	Primary	0	0	0.00	N/A	N/A	N/A	0	N/A	N/A	N/A	0
TOTAL
Indicated	All Domains	0	0	0.00	0.00	0.00	0.00	0	0	0	0	0
Inferred	All Domains	23,978	26,431	1.36	1.26	0.69	0.57	326	164	164	137	718

Source: Nordmin, 2023

Note: Refer to notes on Table 11-18.

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11.10	Mineral Resource Sensitivity to Reporting Cut-off
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The updated Santa Cruz, Texaco, and East Ridge Mineral Resource Estimates to a Cu (%) cut-off are summarized in Table 11-22, Table 11-23, and Table 11-24 across all interpolation methods.

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Table 11-22: Mineral Resource Sensitivityfor Santa Cruz Total Cu

Santa Cruz Deposit		Mineralized<br><br> <br>Material<br><br> <br>(kt)	Mineralized<br><br> <br>Material<br><br> <br>(k ton)	Total<br><br> <br>Cu<br><br> <br>(%)	Acid<br><br> <br>Soluble Cu<br><br> <br>(%)	Cyanide<br><br> <br>Soluble Cu<br><br> <br>(%)	Total Cu<br><br> <br>(kt)	Acid<br><br> <br>Soluble Cu<br><br> <br>(kt)	Cyanide<br><br> <br>Soluble Cu<br><br> <br>(kt)	Total Cu<br><br> <br>(Mlb)
Classification	COG<br><br> <br>(%)
Indicated	0.30	438,378	483,228	0.88	0.34	0.14	3,862	1,483	608	8,514
Inferred	0.30	277,102	305,452	0.60	0.22	0.06	1,659	613	154	3,658
Indicated	0.40	387,905	427,592	0.95	0.37	0.15	3,682	1,448	598	8,118
Inferred	0.40	169,542	186,888	0.76	0.34	0.08	1,288	572	143	2,839
Indicated	0.50	338,866	373,536	1.02	0.41	0.17	3,458	1,404	583	7,623
Inferred	0.50	104,653	115,360	0.96	0.51	0.13	1,005	534	133	2,215
Indicated	0.60	279,596	308,201	1.12	0.48	0.20	3,126	1,353	562	6,892
Inferred	0.60	78,033	86,016	1.11	0.64	0.16	864	498	124	1,904
Indicated	0.70	223,155	245,987	1.24	0.58	0.24	2,759	1,292	533	6,083
Inferred	0.70	62,709	69,125	1.23	0.74	0.18	768	462	114	1,694
Indicated	0.80	179,905	198,312	1.35	0.69	0.27	2,432	1,233	491	5,362
Inferred	0.80	51,794	57,093	1.33	0.82	0.20	689	426	101	1,519
Indicated	0.90	144,115	158,860	1.48	0.81	0.30	2,128	1,171	436	4,692
Inferred	0.90	42,840	47,223	1.43	0.91	0.21	614	389	88	1,355
Indicated	1.00	119,293	131,497	1.59	0.93	0.32	1,892	1,106	386	4,172
Inferred	1.00	36,856	40,627	1.52	0.97	0.22	559	357	79	1,232
Indicated	1.20	83,837	92,415	1.79	1.14	0.37	1,502	958	310	3,312
Inferred	1.20	26,055	28,721	1.70	1.10	0.24	443	287	61	977
Indicated	1.50	53,218	58,663	2.05	1.33	0.45	1,089	705	241	2,401
Inferred	1.50	14,892	16,416	1.99	1.29	0.30	296	193	44	652
Indicated	2.00	21,736	23,960	2.51	1.53	0.65	547	332	142	1,205
Inferred	2.00	5,935	6,542	2.43	1.59	0.37	144	95	22	318

Source: Nordmin, 2023

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Table 11-23: Mineral ResourceSensitivity for Texaco Total Cu

Texaco Deposit		Mineralized<br><br> <br>Material<br><br> <br>(kt)	Mineralized<br><br> <br>Material<br><br> <br>(k ton)	Total<br><br> <br>Cu<br><br> <br>(%)	Acid<br><br> <br>Soluble Cu<br><br> <br>(%)	Cyanide<br><br> <br>Soluble Cu<br><br> <br>(%)	Total Cu<br><br> <br>(kt)	Acid<br><br> <br>Soluble Cu<br><br> <br>(kt)	Cyanide<br><br> <br>Soluble Cu<br><br> <br>(kt)	Total Cu<br><br> <br>(Mlb)
Classification	COG<br><br> <br>(%)
Indicated	0.30%	9,609	10,592	0.83	0.12	0.31	80	11	30	177
Inferred	0.30%	182,697	201,389	0.77	0.10	0.17	1,411	176	303	3,111
Indicated	0.40%	8,564	9,440	0.89	0.12	0.34	77	11	29	169
Inferred	0.40%	162,879	179,543	0.82	0.10	0.18	1,342	167	290	2,958
Indicated	0.50%	7,441	8,202	0.96	0.14	0.39	71	10	29	158
Inferred	0.50%	135,652	149,530	0.90	0.12	0.20	1,218	158	273	2,685
Indicated	0.60%	5,688	6,270	1.09	0.17	0.49	62	10	28	136
Inferred	0.60%	105,215	115,979	1.00	0.14	0.24	1,051	147	249	2,317
Indicated	0.70%	4,297	4,737	1.23	0.22	0.62	53	9	27	117
Inferred	0.70%	82,390	90,819	1.10	0.17	0.28	903	140	232	1,991
Indicated	0.80%	3,560	3,924	1.33	0.25	0.73	47	9	26	104
Inferred	0.80%	62,311	68,687	1.21	0.21	0.35	753	132	215	1,660
Indicated	0.90%	3,106	3,423	1.40	0.26	0.80	44	8	25	96
Inferred	0.90%	47,899	52,799	1.32	0.26	0.41	631	124	198	1,391
Indicated	1.00%	2,705	2,982	1.47	0.28	0.87	40	7	24	88
Inferred	1.00%	37,071	40,863	1.43	0.31	0.48	528	115	179	1,165
Indicated	1.20%	2,037	2,246	1.59	0.28	1.00	32	6	20	71
Inferred	1.20%	22,788	25,119	1.63	0.42	0.61	372	96	138	821
Indicated	1.50%	932	1,027	1.88	0.20	1.26	18	2	12	39
Inferred	1.50%	12,162	13,406	1.90	0.54	0.65	231	65	79	509
Indicated	2.00%	251	276	2.26	0.08	1.21	6	0	3	13
Inferred	2.00%	4,239	4,672	2.25	0.74	0.65	95	32	27	210

Source: Nordmin, 2023

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Table 11-24: Mineral Resource Sensitivityfor East Ridge Total Cu - There are no Indicated Resources at East Ridge

East Ridge Deposit		Mineralized Material	Mineralized Material	Total Cu	Acid Soluble Cu	Cyanide Soluble Cu	Total Cu	Acid Soluble Cu	Cyanide Soluble Cu	Total Cu
Classification	COG	(kt)	(k ton)	(%)	(%)	(%)	(kt)	(kt)	(kt)	(Mlb)
Inferred	0.30%	159,015	175,284	0.62	0.25	0.25	987	392	397	2,175
Inferred	0.40%	107,999	119,049	0.75	0.31	0.31	809	338	334	1,785
Inferred	0.50%	75,452	83,172	0.88	0.39	0.37	664	292	277	1,464
Inferred	0.60%	56,069	61,806	1.00	0.46	0.42	558	255	234	1,230
Inferred	0.70%	41,496	45,741	1.12	0.53	0.47	464	221	195	1,023
Inferred	0.80%	31,172	34,361	1.24	0.61	0.52	387	190	163	852
Inferred	0.90%	23,978	26,431	1.36	0.69	0.57	326	164	137	718
Inferred	1.00%	18,886	20,818	1.47	0.76	0.62	277	143	117	612
Inferred	1.20%	11,995	13,223	1.69	0.90	0.71	202	108	86	446
Inferred	1.50%	6,142	6,771	2.02	1.11	0.87	124	68	53	274
Inferred	2.00%	2,223	2,450	2.58	1.44	1.12	57	32	25	127

Source: Nordmin, 2023

September 2023
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11.11	Interpolation Comparison
---	---

Global statistical comparisons between the composite samples, NN estimates, ID2 estimates, ID3 estimates, and OK for various CoGs were compared to assess global bias, where the NN model estimates represent de-clustered composite data. Clustering of the drillhole data can result in differences between the global means of the composites and NN estimates. The OK method was used as the reporting estimation interpolation method for the Santa Cruz Deposit and the ID3 method was used for the East Ridge and Texaco Deposits (Table 11-25 through Table 11-27). NN, ID2, ID3, and OK were estimated for validation purposes for all block models, as described in Section 11.4.8. Table 11-25 (Santa Cruz Deposit), Table 11-26 (Texaco Deposit), Table 11-27 (East Ridge Deposit) demonstrate the total Cu interpolation comparison across ID2, ID3, NN, and OK (in the Santa Cruz Deposit) interpolation methods.

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Table11-25: Santa Cruz Interpolation Comparison

Cut-Off<br><br> <br>Total<br><br> <br>Cu %	Total<br><br> <br>Cu<br><br> <br>OK	Total<br><br> <br>Cu<br><br> <br>ID2	Total Cu<br><br> <br>ID3	Total<br><br> <br>Cu<br><br> <br>NN	Acid Soluble<br><br> <br>Cu<br><br> <br>OK	Acid Soluble Cu<br><br> <br>ID2	Acid Soluble Cu<br><br> <br>ID3	Acid Soluble Cu<br><br> <br>NN	Cyanide<br><br> <br>Soluble<br><br> <br>Cu<br><br> <br>OK	Cyanide Soluble Cu<br><br> <br>ID2	Cyanide Soluble Cu<br><br> <br>ID3	Cyanide Soluble Cu<br><br> <br>NN
0.30	0.82	0.81	0.81	0.82	0.31	0.31	0.31	0.35	0.11	0.12	0.12	0.16
0.60	1.26	1.24	1.25	1.27	0.59	0.60	0.60	0.63	0.21	0.22	0.22	0.27
0.70	1.45	1.42	1.42	1.45	0.74	0.74	0.74	0.77	0.26	0.27	0.27	0.32
0.80	1.61	1.58	1.58	1.61	0.87	0.88	0.88	0.91	0.29	0.31	0.31	0.35
1.00	1.90	1.85	1.85	1.90	1.13	1.14	1.13	1.16	0.33	0.35	0.35	0.39
1.50	2.27	2.21	2.21	2.28	1.41	1.41	1.41	1.44	0.38	0.39	0.39	0.44
2.00	2.66	2.57	2.58	2.62	1.70	1.70	1.70	1.71	0.47	0.48	0.48	0.53

Source: Nordmin, 2023

Table 11-26: Texaco InterpolationComparison

Cut-Off<br><br> <br>Total Cu %	Total Cu<br><br> <br>ID2	Total Cu<br><br> <br>ID3	Total Cu<br><br> <br>NN	Acid Soluble Cu<br><br> <br>ID2	Acid Soluble Cu<br><br> <br>ID3	Acid Soluble Cu<br><br> <br>NN	Cyanide Soluble Cu<br><br> <br>ID2	Cyanide Soluble Cu<br><br> <br>ID3	Cyanide Soluble Cu<br><br> <br>NN
0.30	0.84	0.84	0.86	0.11	0.11	0.11	0.19	0.19	0.20
0.50	0.96	0.97	1.01	0.12	0.13	0.13	0.23	0.23	0.24
0.70	1.21	1.23	1.31	0.18	0.19	0.19	0.34	0.34	0.36
0.80	1.34	1.37	1.47	0.22	0.23	0.23	0.41	0.41	0.44
0.90	1.45	1.50	1.61	0.26	0.27	0.28	0.47	0.48	0.52
1.00	1.57	1.63	1.77	0.31	0.32	0.32	0.54	0.55	0.59
1.50	2.19	2.34	2.73	0.56	0.58	0.57	0.86	0.90	1.05
2.00	2.69	2.94	3.70	0.76	0.79	0.79	0.95	1.01	1.26

Source: Nordmin, 2023

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Table 11-27: East Ridge Deposit InterpolationComparison

Cut-Off<br><br> <br>Total Cu %	Total Cu<br><br> <br>ID2	Total Cu<br><br> <br>ID3	Total Cu<br><br> <br>NN	Acid Soluble Cu<br><br> <br>ID2	Acid Soluble Cu<br><br> <br>ID3	Acid Soluble Cu<br><br> <br>NN	Cyanide Soluble Cu<br><br> <br>ID2	Cyanide Soluble Cu<br><br> <br>ID3	Cyanide Soluble Cu<br><br> <br>NN
0.30	0.69	0.71	0.73	0.27	0.27	0.27	0.28	0.29	0.29
0.50	0.97	1.00	1.05	0.42	0.42	0.43	0.41	0.43	0.45
0.70	1.20	1.24	1.29	0.56	0.57	0.58	0.51	0.53	0.56
0.80	1.31	1.35	1.40	0.64	0.64	0.65	0.56	0.58	0.60
0.90	1.42	1.47	1.52	0.71	0.72	0.72	0.60	0.63	0.65
1.00	1.51	1.56	1.63	0.77	0.78	0.79	0.64	0.67	0.70
1.50	2.04	2.15	2.17	1.16	1.17	1.13	0.88	0.93	0.94
2.00	2.59	2.75	2.71	1.53	1.55	1.43	1.13	1.20	1.18

Source: Nordmin, 2023

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11.12	Factors That May Affect Mineral Resources
---	---

Areas of uncertainty that may materially impact the Mineral Resource Estimates include:

·	Changes<br> to long term metal price assumptions.
·	Changes<br> to the input values for mining, processing, and G&A costs to constrain the estimate.
·	Changes<br> to local interpretations of mineralization geometry and continuity of mineralized Sub-Domains.
·	Changes<br> to the density values applied to the mineralized zones.
·	Changes<br> to metallurgical recovery assumptions.
·	Changes<br> in assumptions of marketability of the final product.
·	Variations<br> in geotechnical, hydrogeological and mining assumptions.
·	Changes<br> to assumptions with an existing agreement or new agreements.
·	Changes<br> to environmental, permitting, and social license assumptions.
·	Logistics<br> of securing and moving adequate services, labor, and supplies could be affected by epidemics,<br> pandemics and other public health crises, including COVID-19, or similar such viruses.
11.13	QP Opinion
---	---

Nordmin is not aware of any environmental, legal, title, taxation, socioeconomic, marketing, political, or other relevant factors that would materially affect the estimation of Mineral Resources that are not discussed in this Technical Report.

Nordmin is of the opinion that the Mineral Resources for the Project, which were estimated using industry accepted practices, have been prepared and reported using S-K 1300 definitions.

Technical and economic parameters and assumptions applied to the Mineral Resource Estimate are based on parameters received from IE and reviewed within the Nordmin technical team to determine if they were appropriate. All issues relating to all relevant technical and economic factors likely to influence the prospect of economic extraction can be resolved with further work.

The QP considers that all issues relating to all relevant technical and economic factors likely to influence the prospect of economic extraction can be resolved with further work.

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12	Mineral Reserve Estimates
---	---

This section is not relevant to this Technical Report Summary.

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13	Mining Methods
---	---

The Project is currently not in operation. Mineral resources are stated for three deposits: Santa Cruz, Texaco, and East Ridge. For mine planning work, only the Santa Cruz and East Ridge deposits were evaluated.

The Santa Cruz deposit is located approximately 430 to 970 m below the surface. Based on the mineralization geometry and geotechnical information, an underground longhole stoping (LHS) method is suitable for the deposit. The Santa Cruz deposit will be mined in blocks where mining within a block occurs from bottom to top with paste backfill (PBF) for support. A sill pillar is left in situ between blocks. The PBF will have sufficient strength to allow for mining adjacent to filled stopes without the need for pillars. The stopes will be 10 m wide, and stope lengths range from 12 to 33 m depending on the level, location, and sequence. A spacing of 30 m between levels has been used.

Within the Santa Cruz deposit, there is an Exotic domain located approximately 500 to 688 m below the surface and to the east of the main deposit. The Exotic domain consists of flatter lenses that are more amenable to drift and fill (DAF) mining. The drift will be 9 m high and 6 m wide. Drift lengths vary depending on the extents of the mineralization. An initial 5 m high and 6 m wide drift will be taken, followed by a 4 m high back slash to achieve the final dimensions. Cemented waste rockfill will be used for support. The backfill will have sufficient strength to allow mining of adjacent drifts without leaving pillars.

The East Ridge deposit is approximately 380 to 690 m below the surface and to the north of the main Santa Cruz deposit. The East Ridge deposit consists of two tabular lenses and will be mined using DAF with cemented waste rock backfill for support. The drift dimensions will be 9 m high, 6 m wide, and of variable length depending on the extents of the mineralization. An initial 5 m high and 6 m wide drift will be taken, followed by a 4 m high back slash to achieve the final dimensions.

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Source: SRK, 2023

Figure 13-1:Location of the Different Zones

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13.1	Cut-Off Grade Calculations
---	---

Table 13-1 shows estimated project costs and calculated CoG’s.

Table 13-1:Cut-Off Grade Assumptions

Parameter	Unit	LHS Method	DAF Method
On-Site Costs
Mining<br> Cost	US$/t-proc	25.50	45.00
Process<br> Cost	US$/t-proc	11.18	11.47
G&A<br> Costs	US$/t-proc	7.00	7.00
Sub-total On-Site Cost	US$/t-proc	43.68	63.47
Off-Site Cost
Cathode<br> Shipping	US$/t-proc	0.51	0.57
Concentrate<br> Shipping	US$/t-proc	1.26	1.36
Concentrate<br> Smelting and Refining	US$/t-proc	1.53	1.65
Sub-total Off-Site Cost	US$/t-proc	3.29	3.58
Royalties	US$/t-proc	5.22	4.49
Total Cost	US$/t-proc	52.19	71.54
Parameters
Copper<br> Price	US$/lb	3.70	3.70
Payable<br> Copper	%	96.0	96.0
Metallurgical<br> Recovery	%	94.0	94.0
Mining<br> Dilution	%	13.5	5.0
Mining<br> Recovery	%	100.00	100.00
Calculated<br> In Situ Cut-Off	%	0.79	1.00
Selected<br> Cut-Off for MSO	%	0.80	1.00

Source: SRK, 2023

SRK notes that US$3.70/lb copper price is approximately equal to current spot pricing. In the opinion of SRK, this price is generally in-line with pricing over the last 3 years and forward-looking pricing is appropriate for use during an Initial Assessment of the Project with an estimated 20-year long mine life. The values presented here may differ from the economic model, however SRK is of the opinion that the differences are not material. Additional commentary on selected pricing is included in Section 16.

13.2	Geotechnical

IE contracted geotechnical engineering consulting firm CNI based out of Tucson, Arizona, USA, to perform a geotechnical evaluation in support of an initial assessment for the Santa Cruz Copper Project located in Pinal County of southern Arizona. The purpose of the study was to provide underground mine design parameters based on recent and historic geotechnical data collected at the site. Key design recommendations were provided for the following:

·	Longhole<br> stope (LHS) dimensions
·	Drift<br> and fill (DAF) dimensions
·	General<br> mining sequence guidelines
·	Dilution<br> estimates based on equivalent length of slough (ELOS)
·	Configurations<br> and dimensions for access pillars and sill pillars
·	Ground<br> support requirements
·	Backfill<br> strength minimum requirements
13.2.1	Dataset
---	---

Data utilized in the study include the following:

·	MSO<br> shapes for the Santa Cruz (S.C.) and East Ridge mining targets (received January 23,<br> 2023), presented in Figure 13-2 and Figure 13-3.
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·	Geomechanical data from 152 drillholes (71,620 m), as presented in Table 13-2 and on Figure 13-4.
---	---
o	83<br> drillholes (35,555 m) are historical (prefix CG-XXX) and include RQD and recovery only.
---	---
o	69<br> holes (36,065 m) drilled in 2021 through 2022 under IE direction (prefix SCC-XXX) and logged<br> by CNI engineers and geologists. The 69 drillholes were logged for data using the Modified<br> NGI Q’ system of rock mass classification.
·	Rock<br> fabric orientations from acoustic televiewer (ATV) survey data from 24 drillholes (prefix<br> SCC-XXX) throughout the Santa Cruz area, as presented in Table 13-3 and on Figure 13-5.
---	---
·	Geomechanical<br> laboratory testing, as summarized in Table 13-4. Rock strength estimates were determined<br> utilizing this information.
·	VWP<br> data from 13 drillholes, installed by CNI engineers and geologists.

Source: CNI, 2023

Figure 13-2:Plan View of Santa Cruz and East Ridge Mining Targets

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Source: CNI, 2023

Figure 13-3:Section View (Looking East) of Santa Cruz and East Ridge Mining Targets

Table 13-2:Drillholes Utilized for 2023 IA

Drillhole ID
CG-010	CG-034	CG-055	CG-084	CG-113	SCC-020	SCC-048	SCC-089
CG-011	CG-035	CG-057	CG-085	CG-116	SCC-021	SCC-050	SCC-090
CG-012	CG-036	CG-059	CG-087	CG-118	SCC-022	SCC-052	SCC-092
CG-013	CG-037	CG-060	CG-088	SCC-001	SCC-023	SCC-053	SCC-093
CG-016	CG-038	CG-061	CG-089	SCC-002	SCC-024	SCC-054	SCC-094
CG-018A	CG-039	CG-062	CG-090	SCC-003	SCC-025	SCC-056	SCC-096
CG-020	CG-040	CG-063	CG-091	SCC-004	SCC-026	SCC-057	SCC-098
CG-021	CG-041	CG-064	CG-092	SCC-005	SCC-027	SCC-058	SCC-099
CG-022	CG-042	CG-065	CG-093	SCC-006	SCC-028	SCC-059	SCC-101
CG-023	CG-043	CG-068	CG-094	SCC-007	SCC-029	SCC-063	SCC-102
CG-024	CG-044	CG-074	CG-095	SCC-008	SCC-030	SCC-065	SCC-103
CG-025	CG-045	CG-075	CG-096	SCC-009	SCC-031	SCC-068	SCC-105
CG-026	CG-046	CG-076	CG-097	SCC-010	SCC-032	SCC-073
CG-027	CG-047	CG-077	CG-098	SCC-011	SCC-033	SCC-078
CG-028	CG-048	CG-078	CG-099	SCC-013	SCC-037	SCC-080
CG-029	CG-050	CG-079	CG-100	SCC-014	SCC-038	SCC-081
CG-030	CG-051	CG-080	CG-103	SCC-016	SCC-042	SCC-082
CG-031	CG-052	CG-081	CG-107	SCC-017	SCC-043	SCC-084
CG-032	CG-053	CG-082	CG-109	SCC-018	SCC-045	SCC-086
CG-033	CG-054	CG-083	CG-110	SCC-019	SCC-047	SCC-088

Source: CNI, 2023

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Source: CNI, 2023

Figure 13-4:Plan View of Geotechnical Drillhole Collars

Table 13-3:ATV Drillholes by Structural Domain

Drillholes with ATV Survey used in Structural Investigation
SCC-006	North<br> <br><br> Structural <br><br> Domain	SCC-001	South<br> <br><br> Structural <br><br> Domain
SCC-009		SCC-002
SCC-021		SCC-007
SCC-022		SCC-008
SCC-023		SCC-011
SCC-026		SCC-029
SCC-032		SCC-048
SCC-045		SCC-058
SCC-052		SCC-059
SCC-053
SCC-054
SCC-063
SCC-092
SCC-099
SCC-102

Source: CNI, 2023

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Table 13-4:Summary of Geomechanical Laboratory Testing, 2023 IA

Test Type	Number of Tests
Unconfined<br> Compressive Strength (UCS)	26
Point<br> Load	21
Triaxial<br> Compressive Strength (TCS)	23
Brazilian<br> Disk Tension	37
Small<br> Scale Direct Shear	7
Unified<br> Soil Classification System (USCS)	14

Source: CNI, 2023

Figure 13-5:Plan View of Drillhole Collars with ATV Survey

The following are additional information utilized in the geotechnical evaluation:

·	MSO<br> shapes for the S.C. and East Ridge mining targets (received January 23, 2023), presented<br> in Figure 13-6.
·	Geology<br> model (June 2022 model) provided by IE, including coded lithology, mineral domains,<br> and fault wireframes.
·	Various<br> decline options provided by IE.
·	A<br> geotechnical block model was constructed using data from the 152 drilled holes. Details of<br> the geotechnical block model are presented in the CNI report 2023 Geotechnical Block Model<br> Santa Cruz Project (May 2023).
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13.2.2	Mine Design Geotechnical Parameters
---	---

Table 13-5 and Table 13-6 present a summary of design parameters for mine planning using a LHS mining method. Table 13-7 presents a summary of design parameters for mine planning using a drift and fill (DAF) mining method. Due to its orebody geometry and rock quality, the mining of the East Ridge deposit is currently planned using a DAF method with jammed cemented rock backfill. The Oxide and Chalcocite-Enriched mineral domains of the Santa Cruz deposit will be mined using the LHS method, while the Exotic mineral domain will be mined using the DAF method. The primary (hypogene) mineral domain of Santa Cruz is not currently planned for production mining.

Table 13-5:Summary of LHS Geotechnical Design Recommendations

Design Parameter	Recommendation
Stope<br> height (from sill to sill) (m)	30
Stope<br> width (from sidewall to sidewall) (m)	10
Stope<br> length before backfilling (m)	Varies<br> by Mineral Domain, Muck Level, <br><br> and North/South Structural Domains*
Cable<br> bolt square spacing for back (m)	2
Cable<br> bolt length (m)	6
Sill<br> pillar thickness (m)	30
Haulage<br> level setback distance (m)	40
Stope<br> orientation (azimuth) (°)	090
PBF<br> compressive strength (kilopascals <br><br> (kPa)) at 7 days cure time	600
Estimated<br> cement in solids (%)	3

Source: CNI, 2023

*See Table 13-6 for stope dimensions.

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Table 13-6:Summary of LHS Dimensions and ELOS by North and South Area, Mineral Domain

Muck Level	Design Dimensions (m)						ELOS (m)
	Oxide Mineral Domain			Chalcocite-Enriched			Oxide		Chalcocite-Enriched
	Height	Width	Length	Height	Width	Length	Side Walls	End Walls	Side Walls	End Walls
North Area
60	30.0	10.0	11.0				0.75	0.75
30	30.0	10.0	8.2				1.00	1.50
0	30.0	10.0	10.8				0.75	0.75
-30	30.0	10.0	9.6				0.75	1.00
-60	30.0	10.0	12.0				0.50	0.75
-90	30.0	10.0	13.4	30.0	10.0	46.5	0.50	0.50	<0.50	<0.50
-120	30.0	10.0	14.4	30.0	10.0	46.7	0.50	0.50	<0.50	<0.50
-150	30.0	10.0	16.3	30.0	10.0	29.7	<0.50	<0.50	<0.50	<0.50
-180	30.0	10.0	15.2	30.0	10.0	25.7	0.50	<0.50	<0.50	<0.50
-210	30.0	10.0	17.8	30.0	10.0	26.6	<0.50	<0.50	<0.50	<0.50
-240	30.0	10.0	19.5	30.0	10.0	25.2	<0.50	<0.50	<0.50	<0.50
-270	30.0	10.0	14.8	30.0	10.0	17.6	0.50	<0.50	<0.50	<0.50
-300	30.0	10.0	15.7	30.0	10.0	16.3	<0.50	<0.50	<0.50	<0.50
-330	30.0	10.0	16.9	30.0	10.0	13.4	<0.50	<0.50	0.50	0.50
-360	30.0	10.0	15.7	30.0	10.0	15.9	<0.50	<0.50	<0.50	<0.50
-390	30.0	10.0	15.8	30.0	10.0	20.1	<0.50	<0.50	<0.50	<0.50
-420	30.0	10.0	14.9	30.0	10.0	22.0	0.50	<0.50	<0.50	<0.50
-450	30.0	10.0	12.8	30.0	10.0	16.6	0.50	0.50	<0.50	<0.50
-480	30.0	10.0	18.2	30.0	10.0	16.1	<0.50	<0.50	<0.50	<0.50
-510	30.0	10.0	18.7	30.0	10.0	12.0	<0.50	<0.50	0.50	0.75
-540	30.0	10.0	14.9	30.0	10.0	10.2	0.50	<0.50	0.75	1.00
-570	30.0	10.0	16.5	30.0	10.0	8.2	<0.50	<0.50	1.00	1.50
-600	30.0	10.0	16.2				<0.50	<0.50
-630
South Area
60	30.0	10.0	11.5				0.50	1.50
30	30.0	10.0	8.6				1.00	2.00
0	30.0	10.0	11.3				0.75	1.50
-30	30.0	10.0	10.0				0.75	1.50
-60	30.0	10.0	12.6				0.50	1.00
-90	30.0	10.0	14.1	30.0	10.0	51.1	0.50	1.00	<0.50	<0.50
-120	30.0	10.0	15.1	30.0	10.0	51.2	0.50	0.75	<0.50	<0.50
-150	30.0	10.0	17.3	30.0	10.0	31.9	<0.50	0.75	<0.50	<0.50
-180	30.0	10.0	16.1	30.0	10.0	27.5	0.50	0.75	<0.50	<0.50
-210	30.0	10.0	18.8	30.0	10.0	28.5	<0.50	0.50	<0.50	<0.50
-240	30.0	10.0	20.6	30.0	10.0	26.9	<0.50	0.50	<0.50	<0.50
-270	30.0	10.0	15.6	30.0	10.0	18.6	0.50	0.75	<0.50	0.50
-300	30.0	10.0	16.6	30.0	10.0	17.2	<0.50	0.75	<0.50	0.75
-330	30.0	10.0	17.9	30.0	10.0	14.1	<0.50	0.50	0.50	1.00
-360	30.0	10.0	16.6	30.0	10.0	16.8	<0.50	0.75	<0.50	0.75
-390	30.0	10.0	16.7	30.0	10.0	21.4	<0.50	0.75	<0.50	<0.50
-420	30.0	10.0	15.7	30.0	10.0	23.4	0.50	0.75	<0.50	<0.50
-450	30.0	10.0	13.4	30.0	10.0	17.5	0.50	1.00	<0.50	0.75
-480	30.0	10.0	19.3	30.0	10.0	17.0	<0.50	0.50	<0.50	0.75
-510	30.0	10.0	19.8	30.0	10.0	12.6	<0.50	0.50	0.50	1.00
-540	30.0	10.0	15.7	30.0	10.0	10.7	0.50	0.75	0.75	1.50
-570	30.0	10.0	17.5	30.0	10.0	8.6	<0.50	0.75	1.00	2.00
-600	30.0	10.0	17.1				<0.50	0.75
-630

Source: CNI, 2023

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Table 13-7:Summary of DAF Geotechnical Design Recommendations

Design Parameter	Recommendation
Drift<br> span (m)	6
Floor<br> pull maximum height (m)	9
Cemented<br> rock fill (CRF) compressive strength (kPa) target at 28 days*	400
Estimated<br> cement binder (%)**	3

Source: CNI, 2023

*Includes a safety factor = 2

**A minimum binder content of 3% was assumed to ensure no uncemented particles are in the CRF.

13.2.3	Risks and Opportunities

Risks and Opportunities

·	There<br> will always be differences between the predicted conditions and the field conditions. Additional<br> drilling is ongoing to better characterize and predict potential ground conditions throughout<br> the Project area.
·	Additional<br> data have been collected in the East Ridge area since completion of the geotechnical model.<br> Improvements in the East Ridge rock quality could allow for wider operating spans and potential<br> stoping zones where the orebody thickness is suitable.
·	All<br> analyses assume generally dry conditions and that the mining areas are effectively depressurized.<br> Should there be residual water within the surrounding rock mass of excavations or depressurization<br> is incomplete, the stability of openings and ground support designs will be less than predicted.
·	Maximum<br> extraction of the orebody will be contingent on the ability to backfill stope and DAF openings<br> tightly to their backs. Furthermore, there is uncertainty that the tailings, mine water,<br> and mine waste rock are suitable for PBF and CRF. Additional analyses are necessary to further<br> investigate this.
·	If<br> the results of in situ stress measurement indicate lower horizontal stresses (k<0.8),<br> larger stopes may be possible.
·	Alternative<br> ground support types should be considered, which could optimize lengths and installation<br> density of bolting options.
13.2.4	Rock Quality, Strength, and Joint Orientations
---	---

Rock Quality

Rock quality was estimated using a geotechnical block model. Using this model, rock quality was predicted for each mineral domain and for each 30 m stope sublevel where MSO shapes are situated. Table 13-8 presents a summary of rock quality (Q’) estimates by muck level, which were used to determine stope dimensions. Figure 13-6 presents a cumulative distribution of Q’ for all blocks within MSO shapes.

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**Table 13-8:**Summary of Q’ Rock Quality by Mining Level

Muck Level	Number of Blocks	By Domain, 50% Q'				By Domain, 75% Q'
		Exotic	Oxide	Chalcocite-Enriched	Primary/ Hypogene	Exotic	Oxide	Chalcocite-Enriched	Primary/ Hypogene
60	990	1.073				0.794	0.729
30	480	1.079				0.405	0.403
0	1,110	1.248				0.705	0.705
-30	756	0.736			1.067	0.98	0.553		1.017
-60	3,326	0.893	1.094		1.142	0.882	0.873		0.912
-90	12,375	0.93	1.56	6.848	1.664	0.93	1.077	6.848	1.215
-120	42,434	0.299	1.839	6.992	2.157	0.186	1.227	6.867	0.971
-150	61,093	0.414	3.026	5.342	2.157	0.321	1.546	3.961	1.813
-180	62,380	0.984	3.649	4.905	4.633	0.519	1.538	3.625	2.253
-210	72,377	0.989	4.27	5.38	4.112	0.604	2.014	3.812	1.51
-240	80,218	0.83	4.307	4.801	4.24	0.511	2.349	3.526	1.753
-270	64,663	1.318	2.442	3.347	4.345	0.711	1.667	2.269	3.087
-300	58,363	0.757	3.131	2.512	3.524	0.401	1.85	1.975	1.791
-330	60,473	1.132	3.196	2.274	2.008	0.711	2.107	1.388	1.377
-360	66,713	0.925	3.358	3.751	1.43	0.562	2.164	2.202	0.946
-390	65,608	0.855	3.774	5.287	1.409	0.518	2.181	3.311	0.997
-420	60,090	0.694	3.597	4.491	1.284	0.544	1.964	3.819	0.81
-450	52,595	1.038	2.542	3.475	1.065	0.685	1.77	2.855	0.681
-480	42,619	4.493	4.369	3.249	1.475		3.357	2.72	1.066
-510	31,295	1.015	3.972	2.435	1.336		3.516	1.566	0.833
-540	29,781	1.988	3.816	2.449	1.398		2.932	1.409	1.008
-570	23,383		3.887	1.825	1.336		3.556	0.897	0.919
-600	5,686		3.472		1.283		3.429		0.87
-630	2,634				0.934				0.813

Source: CNI, 2023

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Source: CNI, 2023

**Figure 13-6:**Cumulative Distribution Plot of All Q’ Data within the Santa Cruz MSO Shapes

The average rock quality (Q’ = 2.5) is poor according to Barton’s classification system. Rock quality is best (median Q’ = 4.5) within the middle of the orebody (between the minus 150 and minus 240 m elevations), and then lessens above and below. Table 13-9 presents summaries of modeled RQD, Q’, and geological strength index (GSI) by modeled domain within these elevation ranges.

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**Table 13-9:**Santa Cruz Rock Quality Summary

Rock Quality Type	Mineral Domain	Minimum	Q1	Q2	Q3	Maximum
Above -150
RQD	All	11.02	37.21	50.12	61.81	88.95
	Exotic	11.02	22.64	28.58	34.66	67.13
	Oxide	13.75	41.29	53.28	61.94	84.24
	Chalcocite-Enriched	68.23	81.22	83.45	87.93	88.95
	Hypogene\Primary	15.68	37.42	49.74	64.05	81.81
Q'	All	0.07	0.96	1.57	2.74	14.73
	Exotic	0.07	0.20	0.39	0.59	2.81
	Oxide	0.21	1.15	1.71	2.81	10.43
	Chalcocite-Enriched	3.77	6.85	6.99	7.37	14.73
	Hypogene\Primary	0.16	0.98	1.61	2.71	6.56
GSI	All	20.57	43.60	48.04	53.08	68.21
	Exotic	20.57	29.69	35.53	39.25	53.31
	Oxide	29.91	45.28	48.84	53.29	65.10
	Chalcocite-Enriched	55.95	61.32	61.50	61.97	68.21
	Hypogene\Primary	27.73	43.82	48.27	52.96	60.93
-150 to -240
RQD	All	11.94	55.62	67.21	76.20	93.83
	Exotic	17.46	37.44	47.30	57.35	74.58
	Oxide	11.94	54.30	65.77	75.10	92.51
	Chalcocite-Enriched	35.60	64.87	73.29	79.25	93.34
	Hypogene\Primary	17.19	52.11	67.92	77.13	93.83
Q'	All	0.10	2.00	4.02	5.74	14.94
	Exotic	0.10	0.46	0.80	1.39	5.94
	Oxide	0.15	1.85	3.84	5.52	14.04
	Chalcocite-Enriched	0.87	3.65	5.06	6.74	14.94
	Hypogene\Primary	0.32	1.86	3.67	5.99	11.93
GSI	All	22.91	50.22	56.53	59.72	68.34
	Exotic	22.91	37.03	41.98	46.94	60.01
	Oxide	26.93	49.53	56.11	59.38	67.78
	Chalcocite-Enriched	42.77	55.66	58.60	61.17	68.34
	Hypogene\Primary	33.66	49.56	55.70	60.11	66.31
Below -240
RQD	All	7.08	37.98	50.01	61.48	90.16
	Exotic	12.31	31.74	52.23	63.35	84.00
	Oxide	7.08	43.69	56.06	65.60	90.16
	Chalcocite-Enriched	19.74	49.23	59.49	68.88	86.22
	Hypogene\Primary	9.01	33.08	42.62	52.10	87.96
Q'	All	0.09	1.28	2.28	3.88	11.57
	Exotic	0.20	0.54	1.03	1.81	7.00
	Oxide	0.13	2.09	3.43	4.51	11.57
	Chalcocite-Enriched	0.32	2.13	3.19	4.53	10.66
	Hypogene\Primary	0.09	0.95	1.48	2.52	11.57
GSI	All	22.23	46.24	51.43	56.19	66.04
	Exotic	29.29	38.52	44.22	49.32	61.51
	Oxide	25.50	50.63	55.09	57.56	66.04
	Chalcocite-Enriched	33.86	50.78	54.44	57.59	65.30
	Hypogene\Primary	22.23	43.54	47.54	52.33	65.91

Source: CNI, 2023

At the time that the IA block model was created, there were insufficient drill data within East Ridge to confidently interpolate rock quality. As a result, a nominal value of Q’ = 0.8 was utilized for span analyses at East Ridge based on data from Drillhole SCC-118, which is similar to the median value of the Exotic mineralization domain at Santa Cruz.

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Rock Strength

Most mining is planned in the mineralized domains of the Oracle Granite, and as a result, these mineral domains were the focus of the laboratory testing campaign. Figure 13-7 presents a summary of intact rock strengths based on UCS and TCS testing. While all mineral domains are similar in intact strength, the chalcocite-enriched and primary mineral domains demonstrate slightly superior intact strength.

Source: CNI, 2023

**Figure 13-7:**Intact Rock Strength Summary

Rock mass strengths were evaluated by applying a linear approximation to a Hoek-Brown strength envelope using laboratory strength data and modeled rock quality (GSI) data; this was done to determine linear rock mass strengths for use in pillar stability analyses. Table 13-10 presents the results. Confining stress (σ3max) was limited to a nominal 70% of the mining depth by target and assumes σ3=σ1.

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**Table 13-10:**Santa Cruz Rock Mass Strength by Mineral Domain Summary

Domain	Exotic	Oxide	Chalcocite-Enriched	Primary
Number of samples	10	12	8	12
UCS (megapascals (MPa))	27.0	27.0	33.4	40.1
mi	22.4	14.3	20.4	13.3
GSI (75% reliability)	37.5	52.3	55.0	46.6
σ3max (MPa)*	11.8	14.1	14.1	14.1
Friction angle, Φ (°)	29.1	28.2	33.8	29.2
Cohesion (MPa)	2.09	2.51	3.14	2.59

Source: CNI, 2023

*Based on 500 m depth for Exotic, 700 m depth for all others

Rock Joint Fabric

Joint orientation data from drillholes was collected using ATV survey data. Figure 13-8 presents lower hemisphere, equal area Schmidt nets, which indicate that the deposit can be divided into two dominant structural domains including north and south structural domains. While joint orientations are similar across the entirety of the Project, a slight rotation and change in inclination was identified in the southern structural domain which influences stope sidewall stability. Figure 13-9 presents the estimated division of the north and south structural domains.

Source: CNI, 2023

**Figure 13-8:**North and South Structural Domain Stereonets

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Source: CNI, 2023

**Figure 13-9:**North and South Structural Domains

13.2.5	Engineering Analysis

Santa Cruz will utilize LHS with PBF for all Oxide and Chalcocite-Enriched targets, and DAF for all Exotic targets. At East Ridge, DAF with jammed CRF will be utilized.

Longhole Stope Analysis

The LHS method requires a top cut, which is used as a drilling platform, and a bottom cut, which is used as a mucking level. The pillar between the top cut and the bottom cut is excavated by initiating a small vertical opening (slot raise) and then by line blasts that progressively open up a large excavation with four walls (two side walls and two end walls) and a back (roof). All ore is drawn from the bottom cut sublevel. Backfill is placed to fill the void space. Backfilled pillars can then be used as the sidewalls for subsequent secondary stopes. Stopes that have total strike lengths in excess of their stable length can be paneled such that consolidated backfill is placed once the stope is at its maximum stable length. Subsequent panels can be re-slotted against the poured backfill, and stoping can recommence until the entire strike length of the stope has been mined. Risks associated with subsidence are generally eliminated due to the placement of backfill in the completed stopes.

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Stability Graph Method for Stoping Dimensions

The Mathews stability graph method (1980) was used to evaluate stope dimensions. This method is an empirical design tool based on case histories from hard rock mines that typically have good to very good quality rock.

The stability graph method accounts for key factors influencing open stope design, including rock mass strength and structure, stresses surrounding the opening, and the shape and orientation of the stope. The method is based on two calculated factors: modified stability number (N’) and hydraulic radius (S). The stability number (N’) is comprised of the following components:

N’ = Q’ * A * B * C

where:

Q’ = Modified Q tunneling quality index

A = Rock stress factor

B = Joint orientation factor

C = Gravity adjustment factor

The hydraulic radius (S) is calculated as follows:

S = (area of stope face - square meters) / (perimeter of stope face - meters)

N’ and S values are used to classify the excavations as one of the following:

·	Stable zone
·	Stable without support
---	---
·	Stable with support
---	---
·	Supported transition zone
---	---
·	Caving zone
---	---

The analysis assumes the following:

·	The horizontal in situ stresses are less than<br>the vertical in situ stress (a stress ratio, k, of 0.8), which has been measured at other underground mining projects in southern Arizona
·	Mining depths down to 1,000 m
---	---
·	Q’ based on the 75% reliability values<br>from modeled blocks within each 30 m mining level by mineral domain as presented in Table 13-8
---	---
·	Stopes oriented in west-to-east (090° azimuth)<br>alignment
---	---
·	Flat stope backs and vertical stope walls
---	---
·	Stope walls that are oriented oblique to the<br>primary joint orientation. The south domain has less dominant jointing parallel to the stope side walls, which is advantageous for stope<br>lengths.
---	---
·	A nominal UCS of 34.5 MPa
---	---
·	10 m width (based on end wall stability) and<br>30 m height for all stopes. Wider and/or taller stope dimensions were considered; however, this results in an excessive frequency of end<br>walls within the transition or caving zone.
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Mathews Stability Graph Results

Each mining sublevel was analyzed to predict maximum stable stope configurations by mineral domain. The stability charts updated by Hutchinson and Diederichs (1996) were utilized for all stope dimension evaluations. For non-supported surfaces (such as end walls and side walls), it is recommended that the upper boundary of the transition zone between stable and caving cases be used for design (Hutchinson and Diederichs, 1996). For stope backs, the stability number was plotted to the stable with support line and assumes effective cable bolt support across the stope spans. Stopes were optimized for length for each 30 m stope sublevel while maintaining constant stope widths. With effective support installed within stope backs, stability is controlled by sidewall dimensions. Table 13-11, Table 13-12, Figure 13-10, and Figure 13-11 present results of the Mathews stability graph analyses for side and end walls for the North and South domains.

**Table 13-11:**Stability Graph Results, North Domain

Muck Level	North Domain
	Stability Number (N')						Maximum Hydraulic Radius (m)
	Oxide			Chalcocite-Enriched			Oxide			Chalcocite-Enriched
	Backs	Side Walls	End Walls	Backs	Side Walls	End Walls	Backs	Side Walls	End Walls	Backs	Side Walls	End Walls
60	0.03	4.15	3.15				4.76	4.01	3.63
30	0.02	2.29	1.74				4.71	3.23	2.92
0	0.03	4.01	3.05				4.75	3.97	3.59
-30	0.02	3.15	2.39				4.73	3.63	3.28
-60	0.03	4.97	3.77				4.78	4.29	3.88
-90	0.04	6.13	4.65	0.27	38.95	29.58	4.81	4.63	4.19	5.47	9.12	8.25
-120	0.05	6.98	5.30	0.27	39.06	29.67	4.83	4.86	4.39	5.47	9.13	8.26
-150	0.06	8.79	6.68	0.16	22.53	17.11	4.87	5.29	4.78	5.18	7.46	6.75
-180	0.06	7.78	5.91	0.15	18.33	13.92	4.87	5.05	4.57	5.14	6.92	6.26
-210	0.08	10.18	7.73	0.15	19.27	14.64	4.94	5.58	5.04	5.16	7.05	6.37
-240	0.09	11.88	9.02	0.14	17.83	13.54	4.98	5.90	5.34	5.13	6.85	6.19
-270	0.07	7.37	5.60	0.09	10.04	7.62	4.89	4.96	4.48	4.97	5.55	5.02
-300	0.07	8.18	6.22	0.08	8.74	6.64	4.91	5.15	4.66	4.93	5.28	4.77
-330	0.08	9.32	7.08	0.06	6.14	4.66	4.95	5.40	4.88	4.85	4.64	4.19
-360	0.09	8.21	6.23	0.09	8.35	6.34	4.96	5.16	4.66	4.96	5.19	4.69
-390	0.09	8.27	6.28	0.13	12.56	9.54	4.96	5.17	4.67	5.10	6.02	5.45
-420	0.08	7.45	5.66	0.15	14.48	11.00	4.93	4.98	4.50	5.16	6.35	5.74
-450	0.07	5.59	4.25	0.11	9.02	6.85	4.90	4.48	4.05	5.04	5.34	4.83
-480	0.13	10.61	8.06	0.11	8.60	6.53	5.11	5.66	5.12	5.03	5.24	4.74
-510	0.14	11.11	8.44	0.06	4.95	3.76	5.12	5.76	5.21	4.88	4.28	3.87
-540	0.12	7.41	5.63	0.06	3.56	2.71	5.05	4.97	4.49	4.85	3.80	3.43
-570	0.14	8.99	6.83	0.04	2.27	1.72	5.13	5.33	4.82	4.78	3.22	2.91
-600	0.14	8.67	6.58				5.11	5.26	4.76
-630

Source: CNI, 2023

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**Table 13-12:**Stability Graph Results, South Domain

Muck Level	South Domain
	Stability Number (N')						Maximum Hydraulic Radius (m)
	Oxide			Chalcocite-Enriched			Oxide			Chalcocite-Enriched
	Backs	Side Walls	End Walls	Backs	Side Walls	End Walls	Backs	Side Walls	End Walls	Backs	Side Walls	End Walls
60	0.03	4.57	1.84				4.76	4.16	2.98
30	0.02	2.52	1.02				4.71	3.35	2.40
0	0.03	4.42	1.78				4.75	4.11	2.94
-30	0.02	3.46	1.39				4.73	3.76	2.69
-60	0.03	5.47	2.20				4.78	4.44	3.18
-90	0.04	6.75	2.71	0.27	42.90	17.26	4.81	4.80	3.44	5.47	9.45	6.77
-120	0.05	7.69	3.09	0.27	43.01	17.30	4.83	5.03	3.61	5.47	9.46	6.78
-150	0.06	9.68	3.90	0.16	24.81	9.98	4.87	5.48	3.92	5.18	7.73	5.54
-180	0.06	8.56	3.45	0.15	20.18	8.12	4.87	5.24	3.75	5.14	7.17	5.14
-210	0.08	11.21	4.51	0.15	21.23	8.54	4.94	5.78	4.14	5.16	7.30	5.23
-240	0.09	13.08	5.26	0.14	19.63	7.90	4.98	6.12	4.38	5.13	7.10	5.08
-270	0.07	8.12	3.27	0.09	11.05	4.45	4.89	5.14	3.68	4.97	5.75	4.12
-300	0.07	9.01	3.63	0.08	9.62	3.87	4.91	5.34	3.82	4.93	5.46	3.91
-330	0.08	10.27	4.13	0.06	6.76	2.72	4.95	5.60	4.01	4.85	4.80	3.44
-360	0.09	9.04	3.64	0.09	9.20	3.70	4.96	5.34	3.83	4.96	5.37	3.85
-390	0.09	9.11	3.66	0.13	13.83	5.56	4.96	5.36	3.84	5.10	6.24	4.47
-420	0.08	8.20	3.30	0.15	15.95	6.42	4.93	5.15	3.69	5.16	6.58	4.71
-450	0.07	6.16	2.48	0.11	9.94	4.00	4.90	4.64	3.32	5.04	5.53	3.96
-480	0.13	11.68	4.70	0.11	9.47	3.81	5.11	5.87	4.20	5.03	5.43	3.89
-510	0.14	12.24	4.92	0.06	5.45	2.19	5.12	5.97	4.28	4.88	4.44	3.18
-540	0.12	8.16	3.28	0.06	3.92	1.58	5.05	5.15	3.69	4.85	3.93	2.82
-570	0.14	9.90	3.98	0.04	2.50	1.00	5.13	5.52	3.96	4.78	3.33	2.39
-600	0.14	9.55	3.84				5.11	5.45	3.90
-630

Source: CNI, 2023

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Source: CNI, 2023

**Figure 13-10:**North Domain Stability Graph Results (10 m Wide, 30 m High)

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Source: CNI, 2023

**Figure 13-11:**South Domain Stability Graph Results (10 m Wide, 30 m High)

Ground Support for Stopes and Production Headings

To maintain back stability, cable bolt support in addition to primary support is required for all stope backs. Based on the empirical charts by Hutchinson and Diederichs, cables (single strand) should be spaced on a nominal 2 m square pattern and should be a minimum of 6 m in length. Table 13-13 presents a summary of ground support for stope top cuts.

Figure 13-12 presents an example of stope cable support.

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**Table 13-13:**Stope and Production Headings Ground Support

Primary/ Secondary	Support Category	Q value	Estimated RMR76\GSI	% of MSO Shapes	Advance Length (m)	Support Type
Primary <br><br>support	Category 1	>1.0	>44	83	3*	2.4 m #7 rebar** on 1.2 m x 1.2 m spacing with welded mesh (10 cm/6 Ga.) to within 1.5 m of sill
	Category 2	0.7 to 1.0	<44	17	2.5	2.4 m #7 rebar** on 1.2 m x 1.2 m spacing with welded mesh (10 cm/6 Ga.) and 5 cm of shotcrete to within 1.5 m of sill
Secondary <br><br>support	All stope top cuts					6.0 m cable bolts (single strand) on 2.0 m x 2.0 m spacing in the backs (minimum three each per row); installed prior to stoping

Source: CNI, 2023

cm = centimeter

4 m advances are possible when Q > 3.0; estimated 45% of MSO shape

**12-ton capacity inflatable friction bolts are acceptable alternative to rebar in headings with <1 year service life

***Stoping not recommended in areas with Q < 0.7

RMR76: Bieniawski’s rock mass rating system

Source: CNI, 2023

**Figure 13-12:**Cable Bolt Support

Dilution Estimates Using the ELOS Method

The equivalent length of overbreak was estimated using the ELOS chart (Clark and Pakalnis, 1997). The ELOS chart is an extension of the Mathews stability graph, using empirical evidence to estimate the amount of overbreak for different ground conditions at varying hydraulic radii. Intentionally mining stopes of poorer rock quality at widths beyond their stable configuration will lead to additional sloughing. The ELOS method is widely used to predict dilution in LHS mining.

Table 13-14 presents the ELOS design zones. Dilution estimates based on the ELOS design zones were predicted by mineral domain and stope level at the specified dimension. Dilution estimates are presented in Table 13-6 and plotted on Figure 13-13 and Figure 13-14 for the North and South structural domains, respectively.

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**Table 13-14:**ELOS Design Zones

ELOS Range	ELOS Design Zones
ELOS < 0.5 m	Blast damage only; surface is self-supporting.
ELOS = 0.5 to 1.0 m	Minor sloughing; some failure from unsupported stope wall should be <br><br>anticipated before a stable shape configuration is achieved.
ELOS = 1.0 to 2.0 m	Moderate sloughing; significant failure from unsupported stope wall is <br><br>anticipated before reaching stable shape configuration.
ELOS > 2.0 m	Severe sloughing; large failures from unsupported stope wall should <br><br>be anticipated. Wall collapse is possible.

Source: CNI, 2023

**Figure 13-13:**North Domain ELOS Estimates (10 m Wide, 30 m High)

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Source: CNI, 2023

**Figure 13-14:**South Domain ELOS Estimates (10 m Wide, 30 m High)

PBF

Stope panels will be backfilled with PBF delivered via a reticulation system. The purpose of the PBF is to support and confine the sidewalls of primary stopes and allow rapid cure so that stope panels can be re-slotted against PBF endwalls. Consequently, the PBF must remain stable at a full vertical stope height when adjacent secondary stopes are opened, or when re-slotting a stope panel. PBF strength estimates by stope height were calculated using the frictionless wedge model proposed by Mitchell et al. and are presented on Figure 13-15. Assuming a 35 m total exposed wall height, 600 kPa are required to achieve a 1.5 factor of safety (FoS).

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Source: CNI, 2023

**Figure 13-15:**PBF Strength Estimates

An estimated 3% cement in solids will be required to achieve the strength target, as presented on Figure 13-16 (Saw, Villaescusa, 2011); this should allow for sufficient cure (7 days) in the case that a stope panel is backfilled and the subsequent panel is being re-slotted against the cured fill. Laboratory testing on Santa Cruz tailings materials is ongoing to verify adequacy for PBF usage.

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Source: CNI, 2023

**Figure 13-16:**Cement in Solids Estimate

Some secondary stopes will not be exposed for re-slotting or adjacent mining and as a result do not need to achieve a free-standing strength criterion. In these cases, a minimum 2% to 3% binder is necessary to prevent liquefaction. To be suitable for trafficability (mobile equipment operating atop the fill), a capping fill strength of 500 kPa is required for the uppermost nominal 5 m.

Dilution Estimates Using the ELOS Method

A staggered 1-3-5 sequence will be utilized, as presented on Figure 13-17. The sequence offers the advantage of allowing several primary stopes to be mined simultaneously, which increases productivity. To maintain pillar stability, both sides of a pillar cannot be mined simultaneously. Stopes should be staggered such that panels are backfilled before opening the nearest stope in section. By utilizing this sequence with a staggered leading panel, a 3x pillar width (of rock or backfill) is maintained between concurrently open stope panels. Furthermore, one full stope sublevel must be mined above a secondary pillar before recovering it. Stope top cut and bottom cut development cannot commence until the adjacent stopes are filled to the entire vertical extent (Figure 13-18). As the stope sequence progresses, mining-induced stress redistributions will occur, which may be detrimental to later stage stope recovery and accesses.

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Source: CNI, 2023

*BF = Back Filled

**Figure 13-17:**Staggered 1-3-5 Sequence Plan View

Source: CNI, 2023

*BF = Back Filled

**Figure 13-18:**1-3-5 Sublevel Vertical Sequence Section View

Access Pillars and Sill Pillars

Level haulage should be set back at least 40 m (to haulage centerline) from the nearest stope brow, as presented on Figure 13-19. Access should be shared between the primary stope and an adjacent secondary stope in order to maintain sufficient rock pillar between the accesses, stopes, and haulage to accommodate abutment loadings. Pillar stability was evaluated using Wilson’s confined core method of pillar stability (1972).

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Source: CNI, 2023

**Figure 13-19:**Haulage Setback Minimum Distances

As presented on Figure 13-20, a sill pillar is planned between the minus 300 to minus 270 m elevations to divide stoping blocks so that the uppermost stopes may be brought into production prior to completing development to the lower levels. The 30 m sill pillar was evaluated using Carter’s scaled span method (2014). This method considers the thickness, length, and width of the sill pillar to predict stability based on rock quality. Rock quality estimates are based on the modeled blocks within the sill pillar zone, as presented in Table 13-15. Figure 13-21 presents the results of the sill pillar analysis. The resulting classifications of the sill pillar (Classes B to D) are considered acceptable provided that monitoring instrumentation is installed and individual stopes beneath the sill pillar are open for no longer than 1 year of service life based on Carter’s exposure guidelines presented on Figure 13-22.

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Source: CNI, 2023

**Figure 13-20:**Proposed Sill Pillar

**Table 13-15:**Sill Pillar Rock Qualities and Carter Classification

Q' Reliability		Sill Pillar Thickness (m)	FoS	Carter Class
50%	2.70	30	1.4	B
75%	1.62		1.1	D

Source: CNI, 2023

**Figure 13-21:**Carter’s Scaled Span Sill Pillar Estimate

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Source: CNI, 2023

**Figure 13-22:**Carter’s Scaled Span Exposure Guidelines

Drift and Fill Analysis

In poor rock quality or areas which do not have appropriate geometry for LHS, DAF mining will be conducted. Specific areas where DAF are to be utilized include the Exotic mineralization of Santa Cruz and East Ridge. In DAF mining, the ore zone is split into drift-sized slices or lifts. Each slice is mined and then promptly backfilled using CRF jammed tightly to the back. After jamming is completed, adjacent drifts can be mined alongside the backfilled drifts in primary-secondary-tertiary (PST) sequence. Once an entire slice horizon is depleted (typically in a chevron pattern or transverse based on the size and shape of the orebody), DAF mining can progress overhand, operating atop the jammed CRF.

Rock quality estimates of the East Ridge and Exotics mineral domains are summarized below:

·	East Ridge Q’ estimate: 0.6 to 1.0 based<br>on SCC-118 due to paucity of block model data; however, it should be noted that subsequent data (collected after the completion of the<br>block model) from East Ridge indicates improved rock quality (RQD between 30% and 50%) within the mineralized zones.
·	Exotics of Santa Cruz Q’ estimate: 0.8<br>based on the median block model estimate from all exotic data.
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For all DAF span and height estimation, Q’ was estimated as 0.8, which correlates to an RMR76 equal to 42. Based on this RMR, a 6 m design span will be used based on the critical span curve presented on Figure 13-23 (Brady, Pakalnis et al., 2004). Drift floors can be excavated to a maximum vertical slice height of 9 m based on Grimstad and Barton’s support chart (1993), which also predicts similar spans (Figure 13-24). Due to the temporary service life of each drift and narrow spans, ground support can be limited to primary support specified for production headings, as summarized in Table 13-13. Furthermore, due to the precise method of mining, dilution from overbreak is generally considered minimal.

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Source: CNI, 2023

**Figure 13-23:**Critical Span Curve

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Source: CNI, 2023

**Figure 13-24:**Ground Support Chart for DAF Span and Maximum Height

Cemented Rock Backfill

To achieve full recovery of the orebody in DAF, drifts must be carefully jammed with backfill. Cemented rock backfill can be trucked into the drifts and compacted using a rammer jammer to achieve tight filling to the back.

According to the Mitchell Solution, for a maximum 9 m-tall slice, an estimated 400 kPa are required to achieve a safety factor of 2. A nominal 3% cement binder is required to achieve adequate binder dispersion through the aggregate fill, prevent liquefaction, and be suitable for trafficking when mobile equipment is operating overhand. It is currently uncertain whether run-of-mine waste will be suitable for CRF usage at Santa Cruz. Additional investigation should be conducted to address this.

PST Sequence

The PST sequence (Figure 13-25) enables access to multiple mining faces that can be advanced simultaneously, which improves productivity along an operating level (ore slice). However, primary and secondary cuts must be jammed tightly, or tertiary cuts will likely be irrecoverable.

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Source: CNI, 2023

**Figure 13-25:**PST DAF Mining Sequence

13.2.6	Primary Ground Support for Development

Primary ground support for development varies based on the anticipated ground conditions estimated from the geotechnical block model. Table 13-16 summarizes the ground support specifications for permanent development, which includes four discrete ranges of ground conditions specified by Q’.

**Table 13-16:**Primary Ground Support for Permanent Development

Support Category	Q value	Estimated RMR76\GSI	Advance Length (m)	Support Type
Category 1	>2.0	>50	3.0	2.4 m #7 rebar on 1.2 m x 1.2 m spacing with welded mesh (10 cm/6 Ga.) to within 1.5 m of sill
Category 2	0.7 to 2.0	41 to 50	2.5	2.4 m #7 rebar on 1.2 m x 1.2 m spacing with welded mesh (10 cm/6 Ga.) and 5 cm of shotcrete to within 1.5 m of sill
Category 3	0.07 to 0.7	20 to 40	1.2	10 cm of fiber-reinforced shotcrete (FRS) and 2.4 m #7 rebar on 1.2 m x 1.2 m spacing with welded mesh (10 cm/6 Ga.) down to sill
Category 4	<0.07	<20	0.5 to 1.0	15 cm of FRS and 2.4 m #7 rebar on 1.2 m x 1.2 m spacing with welded mesh (10 cm/6 Ga.) down to sill with 6 count #7 rebar arch spaced each 2.4 m and encased in 35 mm of shotcrete; forepoling (spiling)

Source: CNI, 2023

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Ground support at a minimum will include 2.4 m rebar (minimum #7 gauge, Grade 60 steel) on 1.2 m x 1.2 m spacing and welded wire mesh. Additional ground support (shotcrete, fibercrete, steel arches, etc.) is required in zones of poor or extremely poor-quality ground. In Category 4 ground, spiling or forepoling is required.

Additional, deeper ground support is necessary for three-way and four-way intersections. Four-way intersections should be avoided whenever possible due to wider spans. Ground support specifications in intersections and passing/muck bays are in addition to the bolting standard for advance drifting. Because of the increased spans, secondary (deep) bolt lengths of 3.65 m on 1.8 m x 1.8 m spacing are required. Deep support should include either cable bolts (single or double strand) or #8 rebar (minimum Grade 60 steel) to provide the additional capacity to support deeper wedges, which are more likely in wider spans.

Ground support categories were estimated using the ground support chart developed by Grimstad and Barton (1993), as presented on Figure 13-26. An excavation support ratio (ESR) value of 1.6 was assumed, which is typical for permanent mine openings. The support requirements for production headings (Table 13-13) utilize an ESR of 3.0 due to their more temporary service lives.

Source: CNI, 2023

**Figure 13-26:**Ground Support Category Estimates Using the Ground Support Chart

Where development is intended to be permanent infrastructure with a service life greater than 1 year, fully grouted resin rebar bolts are required. Friction-type bolts, such as Swellex or Split Sets, are susceptible to corrosion in environments that are rich in sulfide mineralization. However, in drifts with shorter service lives (<1 year), inflatable friction bolts may be a suitable alternative to rebar.

Bolt lengths (2.4 m) and spacing are based on the results of both kinematic wedge deterministic analyses and empirical analysis. Wedge stability was evaluated at various tunnel azimuth orientations based on joint orientations from ATV data. Figure 13-27 presents the results of the kinematic wedge analyses by area, with orientations resulting in small skinny wedges truncated to a maximum FoS of 10. The ATV data were divided spatially into two areas with differing structural trends, as presented on Figure 13-28. The structural domains are identical to the North and South structural stoping domains.

Source: CNI, 2023

**Figure 13-27:**Kinematic Wedge Analysis Results

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Source: CNI, 2023

**Figure 13-28:**Structural Analysis with Dominant Joint Set Orientations

13.2.7	Boxcut and Decline Access

A boxcut of nominal 20 m total depth will be excavated into the alluvium to establish a portal face for decline entry. Multiple decline options were evaluated which access the orebody from the north and west. The most current option is presented in Figure 13-29, which also includes the distribution of development within ground support categories.

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Source: CNI, 2023

Figure 13-29:Isometric View of Most Recent Mine Design with Ground Support Estimates

Based on rock qualities and strengths along the potential routes, decline development is amenable to road header development with a shield, with sporadic drill and blast required through stronger rock types (thin intervals of diabase). Additional details regarding ground characterization and decline development requirements are summarized in the CNI memo, Decline Characterization and Support Estimation (December 2022). The actual locations and designs for the boxcut entry and decline railveyor pathways are still to be determined.

13.3	Hydrogeology

Historical hydrogeological data available for the Santa Cruz Project was reviewed and evaluated to develop the hydrogeological conceptual site model. Using the historical data and the results of recent hydrogeologic testing conducted by Ivanhoe, the groundwater flow model developed by Montgomery & Associates was updated and finalized. The groundwater flow model was used to evaluate multiple passive and active dewatering scenarios for the proposed mine plan.

13.3.1	Surface Water

The Santa Cruz Project area is located within the Gila River basin, and contains two surface water features in the northeast portion of the Project area, the Santa Cruz Wash Canal and the North Branch Santa Cruz Wash. The Santa Cruz Wash Canal confluences with the North Branch Santa Cruz Wash in the most northern portion of the Project property, which then reports to the Gila River further to the northwest via a series of irrigation canals and levees. Both surface water features are ephemeral with the exception of intermittent flow originating from upstream municipal sources. Flow direction is roughly southeast to northwest.

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A surface water monitoring program that involves collecting samples for water quality at multiple points along the North Branch Santa Cruz Wash and Santa Cruz Wash Canal began in 2023 and will continue, on a quarterly basis, for baseline studies.

13.3.2	Hydrogeology Investigations

The Santa Cruz Project has been the subject of multiple studies aimed at characterizing the hydrogeologic properties of the stratigraphy within the Project area and the surrounding region. Aquifer testing completed during the late 1970s and early 1980s at the behest of the Santa Cruz Copper Company (e.g., Harshbarger & Associates, 1978a; Harshbarger & Associates, 1978b; Harshbarger & Montgomery, 1980; Harshbarger & Montgomery, 1981) established an early conceptual hydrogeological model and characterized the physical properties of major water-bearing geologic units. Continuing in the late 1980s through the end of the 1990s, additional hydrogeologic studies were completed by the Santa Cruz Joint Venture and the U.S. Bureau of Mines in support of the Santa Cruz In Situ Copper Mining Research project (Montgomery & Associates, 1989; 1990a; 1990b; 1991; 1992a; 1992b; 1992c; 1993; 1995; 1997; and 1998). More than fifteen additional pumping tests were conducted at five new hydrogeologic characterization wells and five new test wells. During this period, fluid movement investigations using spinner flowmeter logging provided additional estimates of the hydraulic conductivity of different hydrogeologic zones.

More recently, IE contracted Montgomery & Associates to conduct packer testing at the Santa Cruz Project to estimate hydraulic parameters for bedrock and conglomerate lithologic units near the proposed decline and part of the proposed underground mine (Montgomery & Associates, 2023). Between October 22, 2022 and April 11, 2023, forty-five successful packer tests were completed at depths ranging from 182.1 to 684.6 m below ground surface in exploration boreholes SCC-101, SCC-106, SCC-111, SCC-124, and SCC-128. Presently, IE monitors pore pressure, which can be converted to groundwater elevation, in 71 vibrating wireline piezometers that were installed starting in 2021 across 14 locations (Figure 13-30).

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Source: INTERA, 2023

Figure13-30: Boreholes and Well Locations of Collected Hydrogeology Data used in Groundwater Model

13.3.3	Hydrogeologic Conceptual Site Model

The hydrogeology of the Santa Cruz Project can be generally divided into 3 main rock types: alluvium, conglomerates, and oracle granite. Each rock type can be further subdivided into different hydrostratigraphic units, which are portions of a body of rock that by virtue of their physical properties have a distinct influence on the storage or movement of groundwater. The hydraulic properties based on previous test work for each of these hydrostratigraphic units are described in INTERA (2023) and are summarized below.

Alluvium

The quaternary alluvium, or basin-fill, is composed of poorly sorted silt and sand, over an area approximately 70 to 100 m thick. In the Santa Cruz Project area, groundwater levels are below the alluvial deposits.

Conglomerates

There are four Tertiary conglomerate units recognized in the study area: the Gila conglomerate, the Whitetail conglomerate, the Basal conglomerate, and the Mafic conglomerate. The Gila conglomerate underlies the alluvium and ranges in thickness from 150 to 300 m. The Whitetail conglomerate is considered to be the stratigraphically lower and older equivalent of the Gila conglomerate. The Whitetail conglomerate is separated from the Gila conglomerate by a thin layer of the Apache leap tuff and ranges in thickness from approximately 100 to 400 m in the Santa Cruz Project area. The Gila conglomerate and whitetail conglomerate are thickest where they overlie the paleo-valleys of the faulted and tilted oracle granite. Both the Gila conglomerate and the whitetail conglomerate are characterized by semi-consolidated to consolidated coarse sediments and consist of cobble to boulder sized clasts with interbedded layers of moderately to poorly sorted sand and gravel. The Mafic conglomerate and Basal conglomerate are not extensive formations and are only present in localized areas across the Santa Cruz Project area.

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Depth to groundwater in the Santa Cruz Project area is approximately 150 m below ground surface, in the Gila conglomerate. Most early aquifer test investigations on the conglomerates were completed across the entirety of the conglomerate units, and occasionally included alluvium, and often were referred to as part of the basin fill deposits. The hydraulic conductivity of the undifferentiated conglomerates range from approximately 1.8E-4 centimeters per second (cm/s) to 4.2E-3 cm/s (summarized in INTERA, 2023). Analysis of recent borehole packer testing by Montgomery & Associates (2023) provided estimates of hydraulic conductivity for distinct units including 7.1E-6 cm/s for the lower Gila Conglomerate. Hydraulic conductivity estimates of packer tests on the Whitetail Conglomerate range from a minimum of 1.8E-7 cm/s to a maximum of 3.2E-6 cm/s (Montgomery & Associates, 2023). Additional estimates of hydraulic conductivity from tests conducted in the lower portions of the conglomerates range from 1.3E-5 cm/s to 8.3E-4 cm/s (Montgomery & Associates, 1997). Results of the aquifer tests and packer tests in the lower portion of the conglomerates indicate that the permeability of the conglomerates decreases with depth.

Oracle Granite

The precambrian oracle granite unconformably underlies the conglomerate units at varying depths of approximately 200 to 650 m below ground surface due to faulting and tilting caused by tectonic extension events of the mid-Cenozoic Period. Laramide monzonite porphyry and younger Precambrian diabase dikes and sills intrude the oracle granite. The upper part of the oracle granite comprises a leached zone that has been weathered, fractured, and locally brecciated. Copper oxide and sulfide zones with varying degrees of mineralization exist within the lower part of the oracle granite. Because of these different zones, the hydraulic conductivity of the oracle granite is highly variable, ranging from 9.9E-12 cm/s to 4.4E-3 cm/s (summarized in INTERA, 2023), and generally decreases with depth (Montgomery & Associates, 1989).

Emplaced within the oracle granite are laramide quartz monzonite porphyry intrusions dipping approximately 30˚ to 40˚ to the southwest (M&A, 1992b) that make up about 15% of the host rock within the Santa Cruz deposit (Kreis, 1982). Estimated hydraulic conductivity of the laramide porphyry is between 2.1E-7 cm/s and 2.1E-6 cm/s, based on packer tests conducted by Montgomery & Associates (2023). The oracle granite is also intruded by diabase dikes and sills dipping approximately 40˚ to 50˚ to the south-southwest (Montgomery & Associates, 1992b; Nelson, 1991). Previous work summarized in INTERA (2023) shows that hydraulic conductivity of the diabase dikes ranges from 4.9E-12 cm/s to 7.1E-6 cm/s.

13.3.4	Groundwater Flow Model

A preliminary groundwater flow model was developed by Montgomery & Associates in late-2022 and early-2023. The model was further refined and finalized by INTERA (2023) to estimate the mine dewatering requirements for the proposed Mine Plan described in Section 14.6. The model described in INTERA (2023) was used to compare mine dewatering requirements under passive and active dewatering scenarios.

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The mine plan contains several important attributes used in adapting the model to evaluate residual passive inflow. For each mine working, e.g., decline, ore drives, stopes, etc, the mine plan outlines the scheduled construction of the features as well as the specified ground type that the workings will be constructed in. The ground type reflects the level of sealing, such as shotcrete, that will be applied to the opening once constructed. One modification was made for implementation of the mine plan in the model: the footwall and ore drives extending into the conglomerate in the Santa Cruz area were modified to reflect the lower hydraulic conductivity of the granite to further reduce passive inflows. Under the passive scenario, groundwater pumping was not used to depressurize the aquifer and reduce inflows.

Under the active dewatering scenario, different rates and distributions of groundwater pumping wells were used to evaluate the potential benefits of reducing inflows through pumping from the surface during year 2 of mine development when the upper part of the decline is constructed. The residual passive inflow for the decline is especially important in year 2 of mining. The hydraulic conductivity of the conglomerate is higher in the area where the upper decline is planned, which allows for higher inflow rates to the decline during construction through the conglomerate. To reduce inflows during this period, active pumping scenarios were investigated to reduce the hydraulic pressure in the aquifer leading to reduced residual passive inflow in the decline. In the active dewatering scenario, pumping occurs during year 1 and 2 of mine development only.

The simulated residual passive inflow for the 25-year LoM, which represents the annual average residual passive inflow rates by year, is shown in Figure 13-31 for the active dewatering scenario. Results are shown for the Santa Cruz area, the East Ridge area, the Exotics, the combined decline and railveyor (presented as the decline), and the total average annual residual passive inflow of all areas of the mine plan combined. A sensitivity analysis of active dewatering simulations showed that 3 wells along the decline, completed in the conglomerate, each pumping 1,000 gpm, would reduce the residual passive inflow in the conglomerate in year 2 from 2,054 gpm to 986 gpm (as shown in Figure 13-31). The effects of pumping in years 1 and 2 on residual passive inflow after year 2 are negligible. Model results show that the residual passive inflow for the first 10 years of mining are at or below 12,000 gpm. From year 11 through 25 of LoM, the residual passive inflow ranges from approximately 15,000 gpm to 18,000 gpm.

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Source: INTERA, 2023

Figure13-31**: Mine Residual Passive Inflow (RPI) by Area and Total Mine Plan Combined with Active Dewatering During Years 1 and2**

The distribution of residual passive inflow across the mine is shown in Figure 13-32. The residual passive inflow for the decline is highest along the upper part of the decline where 30+ gpm inflows are indicated. This is the area of highest concern for inflows during construction of the Decline and is where the pumping in years 1 and 2 has the greatest effect on reducing residual passive inflow. Other areas of the mine show varying levels of inflow. The Exotics show a high percentage (86%) of higher residual passive inflow due to their location in the conglomerate. The Santa Cruz and East Ridge areas show varying residual passive inflow with high percentages of 0 to 5 gpm and 5 to 15 gpm inflows. These areas of lower residual passive inflow represent both stopes, that are only open for short periods during mining, and regions of low hydraulic conductivity in the oracle granite and porphyry.

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Source: INTERA, 2023

Figure13-32: Model Estimates of Residual Passive Inflows Mine Workings

13.4	Mine Dewatering
13.4.1	Ramp Dewatering
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During initial ramp construction, three surface dewatering wells will be utilized in Year 1 and Year 2 to depressurize the portion of the decline hosted in the conglomerate. A number of scenarios were evaluated with the numerical groundwater model using three variables: number of wells, total pumping rate, and well locations. The results for the optimal scenario showed that three specifically located dewatering wells with a total discharge of 3,000 gpm provided appropriate depressurization and reduction in residual passive inflow with 2 years of pumping. The scenario’s pumping rate of 3,000 gpm was effective to provide safe development through the water table at this location. The analysis also showed that pumping durations longer than 2 years had negligible improvements to conditions once shotcrete was properly completed in the target area. Figure 13-33 shows the surface dewatering well locations near the decline.

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Source: INTERA, 2023

Figure 13-33: Surface DewateringWell Locations

13.4.2	Mining Area Dewatering

The maximum expected water flow to the mine that needs to be managed is 18,000 gallons per minute (GPM), and the pumping system is designed to handle 20,000 gpm. Figure 13-31 shows the annual average RPI for the different zones through the LoM.

The mine pumping system is divided into two systems, the Santa Cruz upper system and the East Ridge – Santa Cruz lower system. The Santa Cruz upper system consists of a main sump on level -270 with two trains of 4 pumps in series. The water is pumped to an intermediate pumping station on the decline at elevation 75 with two trains of 4 pumps in series to pump the water to surface.

The East Ridge – Santa Cruz lower system will pump water from Santa Cruz lower to East Ridge and then to the surface. At East Ridge, one sump is installed on level -150 with two trains of 3 pumps in series. The mine water is pumped to an intermediate pumping station, different from the one in the Santa Cruz upper system, on the decline at elevation 75 with two trains of 4 pumps in series to pump the water to surface. At Santa Cruz lower, a sump is installed on level -570 with two trains of 3 pumps in series pumping to an intermediate sump on level -270. The intermediate sump consists of 2 trains of 3 pumps in series to pump the water to the East Ridge sump and subsequently to surface.

Initially, one train can be operational and the other one will be on standby. Eventually, the standby train will need to be operational more frequently.

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All pumps use high wear-resistant slurry pumps. Santa Cruz upper system uses dual 16” schedule 40 steel pipes as the main pipe with 16” DR11 HDPE pipes where appropriate to surface. The Santa Cruz lower sump uses dual 12” Schedule 40 steel pipes as the main pipe with 12” DR11 HDPE pipes where appropriate. The East Ridge sump uses dual 16” schedule 40 steel pipes as the main pipe with 16” DR11 HDPE pipes where appropriate to surface. Pipes for the Santa Cruz upper and East Ridge will run on the decline. Pipes for Santa Cruz lower can either run on the decline or in vertical raises. Figure 13-34 shows the dewatering system piping and instrumentation diagram (P&ID).

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Source: Miller, 2023

Figure 13-34: Dewatering SystemP&ID

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Sinking skids consisting of 400 HP pumps that will be used during the decline development. Additionally, 15 HP to 30 HP transfer pumps will dewater the active headings.

Keeping water away from working faces and managing the inflows will be a key to achieving the mine plan presented here, particularly for the main decline,

13.5	Identifying Potentially Minable Areas

For the Santa Cruz Oxide and chalcocite enriched domains, a LHS method is selected. The Santa Cruz Exotic domain and East Ridge deposit will use a DAF mining method. Stope optimization (MSO) within Deswik software was used to determine potentially economically minable material. Wall dilution was not applied at the optimization stage. A range of mining cut-offs were run to identify higher grade mining areas and understand the sensitivity of the deposit to CoG.

Table 13-17 shows stope optimization parameters used. Once stopes are generated, the stopes are cut to the appropriate lengths based on the location and sequence as determined by geotechnical data.

Table 13-17: MSO Parameters

Parameter	Units	LHS	DAF
Stope width	m	10	6
Stope height	m	30	9
Stope length	m	5 to 500	5 to 500
Copper cut-off	%	1.0	1.0

Source: SRK, 2023

Table 13-18 through Table 13-20 and Figure 13-35 through Figure 13-37 show the stope optimization results.

Table 13-18: Santa Cruz DepositMSO Summary

Santa Cruz Deposit
Oxide and Chalcocite MSO Summary
Cut-Off (%)	Tonnage (kt)	AsCu (%)	CnCu (%)	TCu (%)	Contained Cu (Mlb)
0.60	190,113	0.85	0.31	1.32	5,532
0.80	154,085	0.95	0.34	1.47	4,994
0.90	136,810	1.01	0.34	1.55	4,675
1.00	121,724	1.07	0.35	1.62	4,347
1.10	107,077	1.13	0.36	1.70	4,013
1.20	93,664	1.19	0.37	1.77	3,655
1.30	81,976	1.24	0.39	1.85	3,343
1.40	70,748	1.28	0.42	1.92	2,995
1.50	60,595	1.31	0.45	2.00	2,672
1.75	39,308	1.39	0.53	2.20	1,906
2.00	24,387	1.44	0.64	2.40	1,290
2.25	13,980	1.50	0.75	2.61	804
2.50	7,212	1.47	0.94	2.83	450

Source: SRK, 2023

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Table 13-19: Santa Cruz ExoticDeposit MSO Summary

Santa Cruz Deposit
Exotic MSO Summary
Cut-Off (%)	Tonnage (kt)	AsCu (%)	CnCu (%)	TCu (%)	Contained Cu (Mlb)
0.60	11,230	1.45	0.12	1.85	458
0.80	8,553	1.74	0.14	2.21	417
0.90	7,625	1.88	0.15	2.37	398
1.00	6,931	2.00	0.16	2.51	384
1.10	6,355	2.11	0.16	2.64	370
1.20	5,818	2.22	0.17	2.78	357
1.30	5,337	2.33	0.18	2.91	342
1.40	4,947	2.43	0.19	3.03	330
1.50	4,553	2.53	0.20	3.16	317
1.75	3,833	2.75	0.22	3.45	292
2.00	3,237	2.97	0.25	3.72	265
2.25	2,736	3.20	0.27	4.01	242
2.50	2,368	3.39	0.29	4.25	222

Source: SRK, 2023

Table 13-20: East Ridge DepositMSO Summary

East Ridge Deposit
MSO Summary
Cut-Off (%)	Tonnage (kt)	AsCu (%)	CnCu (%)	TCu (%)	Contained Cu (Mlb)
0.60	59,054	0.47	0.45	1.06	1,380
0.80	36,245	0.62	0.55	1.29	1,031
0.90	28,706	0.70	0.60	1.40	886
1.00	23,200	0.77	0.64	1.51	772
1.10	19,087	0.83	0.69	1.61	677
1.20	15,435	0.91	0.73	1.72	585
1.30	12,345	0.99	0.79	1.84	501
1.40	9,898	1.06	0.84	1.96	428
1.50	8,124	1.13	0.89	2.07	371
1.75	5,346	1.28	1.00	2.31	272
2.00	3,137	1.47	1.14	2.62	181
2.25	2,130	1.62	1.25	2.86	134
2.50	1,526	1.74	1.34	3.05	103

Source: SRK, 2023

Figure 13-35: Santa Cruz Oxideand Chalcocite Undiluted MSO Results (Looking to the Northwest)

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Source: SRK, 2023

Figure 13-36: Santa Cruz ExoticUndiluted MSO Results (Looking to the Southwest)

Source: SRK, 2023

Figure 13-37: East Ridge UndilutedMSO Results (Looking to the West)

13.5.1	Dilution

The mining dilution estimate for LHS is based on ELOS (Clark and Pakalnis, 1997). ELOS is an empirical design method that is used to estimate the amount of overbreak/slough that will occur in an underground opening based on rock quality and the hydraulic radius of the opening. ELOS was applied to in situ rock exposed and to the PBF walls wherever mining will occur adjacent to a secondary stope. In addition to the ELOS allowances, an additional allowance was used to account for backfill dilution from the floor when mucking a stope. Table 13-21 shows the dilution assumptions.

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Table 13-21: Dilution Assumptions

Source: CNI, 2023

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Backfill dilution is assumed to have zero grade. The rock portion of primary stopes in the Santa Cruz longhole areas is expected to contain grade. The grade applied to rock dilution is based on querying block model grades just outside the stope designs in a representative area. This exercise showed that the dilution was approximately 75% of the stope grade, and therefore for the mine plan the grade applied to the rock dilution is 75% of the stope grade. For drift and fill areas, dilution is assumed to be 5% based on benchmarking data and dilution is assumed to have zero grade. Development headings are assumed to have 0% dilution. Table 13-22 summarizes the total dilution for the various stopes by mining method.

Table 13-22: Total Dilution

Description	Value
LHS dilution in primaries	6%
LHS dilution in secondaries	10%
LHS dilution grade	75%
DAF stope dilution	5%
Development dilution	0%

Source: SRK, 2023

Further dilution studies are recommended for future work to confirm or modify the factors used here.

13.5.2	Stope Recovery Factor

Stope recovery factors of 91% and 98% were used for LHS and DAF, respectively. The following items were considered to calculate these factors:

·	Material loss into floor of 0.1 m
·	Material loss to mucking along sides and in blind<br>corners
---	---
·	Additional loss factor due to rockfalls, misdirected<br>loads, and other geotechnical reasons
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A development recovery factor of 100% was used for all lateral development. Tight filling will be necessary to achieve these recoveries.

13.5.3	Development Allowance

Additional ramp allowance factors were used to account for additional excavations not included in the design; Table 13-23 summarizes these allowance assumptions. These items should be designed at the detailed planning stage. The average length item shown in the table is the representative length of ramp that the listed allowances are applied to.

Table 13-23: Development AllowanceAssumptions

Type	Units	Main Ramp	Railveyor
Average length	m	500	100
Drill bays	m^3^	135
Electrical bays	m^3^	91
Pump stations	m^3^	324
Passing bays	m^3^	780
Railveyor drive station	m^3^	0	33
Total additional allowance	m^3^	1,330	33
Expressed as a percentage of representative length of development	%	9.8	1.2

Source: SRK , 2023

m^3^: Cubic meter

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13.5.4	Block Model Indicator Shells
---	---

Prior to undertaking mine planning, SRK reviewed the resource presented in Section 11 of this report and identified areas of higher risk which in SRK’s opinion should not be included in the mine plan. For the use in mine planning, SRK have generated a re-domaining exercise for the exotic oxide and oxide domains to identify areas of potential risk that require further drilling for mine planning purposes. SRK treated faults and geologic constraints as hard boundaries and grade shells were generated using Leapfrog’s implicit modeling tools. Structural trends were applied to generate grade shells that honor the crescent shape of the mineralized domains as defined by Nordmin, which resulted in geologically constrained and statistically supported grade shells. Based on a visual review of the existing model and drilling composites SRK selected an ISO value of 0.25 (probability factor of 25% percent) to the indicator shells as a limit for risk to the mine plan. Only areas inside the indicator shells are used for the mine plan described in the following sections.

13.6	Mine Design
13.6.1	Santa Cruz - Longhole Stope
---	---

LHS stopes will be 10 m wide and 30 m high with varying length. Each stope will have a 5 m x 5 m access located at the top and bottom of the stope. Figure 13-38 shows a typical stope cross-section. Top accesses will be used for drilling and backfilling, and the bottom access will be used for mucking. The stopes will be drilled from top down, and rings will be blasted from the end of a stope towards the access. The blasted material will be remotely mucked from the bottom access and dumped into the ore pass.

Source: SRK, 2023

Figure 13-38: Typical StopeCross-Section

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A primary/secondary stoping sequence will be used, where on any given level, primary stopes must be separated by a secondary stope. Extraction of the secondary stope can only occur after the two immediately adjacent primary stopes and the two primary stopes immediately above have been mined, backfilled, and have had time to cure. Figure 13-39 shows the mining sequence. Backfilling will be an integral part of the LHS mining cycle, and a 14 day cure time is planned.

Source: SRK, 2023

Figure 13-39: Typical MiningSequence

The primary stope accesses (5 m x 5 m) will be connected to a 5 m wide x 5.5 m high footwall access, which is offset a minimum 20 m away from the end of the stopes. Secondary stope accesses will branch off of the primary stope access to reduce the amount of development and to maintain an adequate pillar between primary stope accesses.

13.6.2	Santa Cruz Exotic and East Ridge, Drift and Fill

DAF stopes will be 6 m wide x 9 m high and varying length. Stopes will be accessed perpendicularly via 5 m wide x 5 m high attack ramps. A 6 m wide x 5 m high initial cut will be drilled and blasted. Once the blasted material is extracted, vertical holes will be drilled into the back to slash the remaining 4 m height. Cemented waste rock fill will be placed in the emptied stope for support. A rammer jammer will be used to ensure the backfill is tight to the back. Figure 13-40 and Figure 13-41 show the attack ramp access to stopes and typical stope cycle, respectively.

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Source: SRK, 2023

Figure 13-40: Attack RampAccess to Stopes

Source: SRK, 2023

Figure 13-41: Typical StopeCycle

Stopes will follow a primary/secondary/tertiary sequence. Primary stopes will be mined, backfilled, and cured before an adjacent secondary can be mined. Tertiary stopes follow secondary stopes in a similar manner.

13.6.3	Development

A dual decline will be developed from the plant site to access the Santa Cruz and East Ridge deposits. The declines are each 5 m wide x 5.5 m high. Figure 13-42 shows a schematic tunnel layout showing railveyor in the decline. Every 100 m, the railveyor tunnel will be slashed to 6 m wide for a length of 5 m to allow for sufficient room for drive stations, railveyor, and maintenance truck access.

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Source: SRK, 2023

Figure 13-42: Railveyor DeclineCross-Section

The second decline is for personnel/materials access and will accommodate utilities as necessary. During development, ventilation ducting will be necessary; however, for the long term, ventilation will be removed.

13.6.4	Mine Plan Resource

Figure 13-43 shows the completed mine plan. Table 13-24 summarizes the total tonnage and grades within the mine plan by area.

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Source: SRK, 2023

Figure 13-43: Mine Design,Santa Cruz, Santa Cruz Exotic, and East Ridge

Table 13-24: Mine Plan Summary

Classification	Domain	Tonnage (kt)	Total Soluble Cu (%)	Acid Soluble Cu (%)	Cyanide Soluble Cu (%)
Indicated	Santa Cruz	73,582	1.62	1.05	0.39
	East Ridge	-	-	-	-
	Santa Cruz Exotic	1,131	2.79	2.28	0.22
Inferred	Santa Cruz	14,991	1.45	0.98	0.32
	East Ridge	9,799	1.76	0.95	0.75
	Santa Cruz Exotic	741	2.47	1.83	0.17
Indicated + Inferred	Santa Cruz	88,573	1.60	1.04	0.38
	East Ridge	9,799	1.76	0.95	0.75
	Santa Cruz Exotic	1,872	2.66	2.09	0.20
Indicated	Total	74,713	1.64	1.07	0.39
Inferred	Total	25,530	1.60	0.99	0.48
Indicated + Inferred	Total	100,244	1.63	1.05	0.41

Note: 4.94Mt of marginal material at a grade of 0.56% is not included in this table.

Source: SRK, 2023

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13.7	Production Schedule
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The production schedule is based on the mine design discussed in previous sections and was completed using Deswik software. Productivities were developed from first principles. Inputs from mining contractors and equipment vendors were considered for key parameters, such as capital cost, life of equipment, development rates, etc. The rates developed from first principles were adjusted based on benchmarking and SRK’s experience and judgment.

Table 13-25 shows the productivity rates used for the mine scheduling, followed by a description of the general and activity-specific parameters upon which the productivity rates are based. Decline and railveyor drift is assumed to be excavated simultaneously with a roadheader. The rest of the development is assumed to be excavated through drill and blast methods using bulk emulsion. Multiple areas/faces are mined at the same time to generate the production schedule. Stoping rates include drilling, blasting, and mucking for the slot and stope.

Table 13-25: Productivity Rates

Activity	Type	Dimensions	Rate
Roadheader <br><br>drifting	Decline	5.0 m x 5.5 m	8.0 meters per day (m/d)
	Railveyor	6.0 m x 6.0 m	8.0 m/d
	Railveyor	5.0 m x 5.5 m	8.0 m/d
Drill and <br><br>blast drifting	Ramp	5.0 m x 5.5 m	4.0 m/d
	Level access	5.0 m x 5.5 m	4.0 m/d
	Footwall drive	5.0 m x 5.5 m	4.0 m/d
	Ore drive	5.0 m x 5.0 m	4.0 m/d
	Ore pass access	5.0 m x 5.5 m	4.0 m/d
	Vent drives	5.0 m x 5.0 m	4.0 m/d
	Vent drives	5.0 m x 6.0 m	4.0 m/d
	Vent drives	6.0 m x 6.0 m	4.0 m/d
	Attack ramps	5.0 m x 5.0 m	4.0 m/d
	Underground shop	5.0 m x 5.0 m	4.0 m/d
	Underground bay	6.0 m x 6.0 m	4.0 m/d
Stoping	LHS stoping	-	960 t/d
	DAF stoping	-	335 t/d
Vertical <br><br>development	Ventilation intake shaft	6.5 m diameter	1.4 m/d
	Ventilation exhaust shaft	6.0 m diameter	1.4 m/d
	Ventilation raise	4.0 m diameter	1.4 m/d
	Blasted raise	5.0 m x 6.0 m	3.3 m/d
	Blasted raise	5.0 m x 5.0 m	3.3 m/d
	Blasted raise for ore pass	2.0 m x 2.0 m	3.0 m/d
Backfill	PBF	-	8,900 m^3^/day
	Cemented rock backfill	-	1,000 m^3^/day

Source: SRK, 2023

Ventilation shafts are assumed to be conventional shaft sinking at a rate of 1.4 m/d. The shaft wall will be supported by 12 inches of concrete. Ventilation raise is assumed to be excavated with the raiseboring method with a liner installed once boring is complete. The blasted drop raises will be drilled off by the production drill and blasted in a series of three blasts. Safescape escape ladders will be installed in select raises as secondary escape ways. Table 13-26 presents general schedule parameters applicable to all underground mining activities.

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Table 13-26: Schedule Parametersfor Underground Mining

Schedule Parameters	Units	Value
Annual<br>mining days	Days/year	365
Mining days per week	Days/week	7
Shifts per day	Shifts/day	2
Scheduled shift length	Hours/shift	12
Scheduled Deductions
Shift change	Hours/shift	0.25
Travel time	Hours/shift	0.50
Equipment inspection	Hours/shift	0.25
Lunch break	Hours/shift	1.00
Equipment parking/reporting	Hours/shift	0.50
Total scheduled deductions	Hours/shift	2.50
Operating time (scheduled shift length less scheduled deductions)	Hours/shift	9.50
Effective time (operating time reduced to a 50-minute hour (i.e., multiplied by 83.3%)	Hours/shift	7.92

Source: SRK, 2023

Table 13-27 details key assumptions regarding ore and waste material characteristics.

Table 13-27: Material Characteristics

Characteristic	Units	Value
In situ ore density	t/m^3^	2.70
In situ waste density	t/m^3^	2.50
Swell	%	40
Loose ore density	t/m^3^	1.93
Loose waste density	t/m^3^	1.79

Source: SRK, 2023

The production schedule targets 15,000t/d of mineralized material to the process facility. This is a very high overall production for an underground mine and require an average of 23 LHS headings and 2 CAF headings over the LoM and a maximum of 30 LHS headings and 6 CAF headings.

Portal boxcut and alluvium decline development is assumed to start in 2026. Decline and railveyor activities begin in 2027 through to 2028 to access the top portion of the mine. Decline and railveyor resumes in 2033 to access the bottom of the mine. Stoping begins in 2029 with a 1-year ramp-up period until the mine and plant are operating at full capacity. Table 13-28 to Table 13-29 summarize the production schedule and development schedule, respectively. Figure 13-44 shows the mine production schedule by year.

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Table 13-28:Summarized Production Schedule

Years	Without Inferred*			With Inferred**
	Total<br><br> <br>Tonnage<br><br> <br>(kt)	Total<br><br> <br>Soluble Cu<br><br> <br>(%)	Total<br><br> <br>Waste<br><br> <br>(kt)	Total<br><br> <br>Tonnage<br><br> <br>(kt)	Total<br><br> <br>Soluble Cu<br><br> <br>(%)	Total<br><br> <br>Waste<br><br> <br>(kt)
2027			477			477
2028	430	1.35	479	430	1.35	488
2029	2,542	1.66	57	3,366	1.71	120
2030	4,061	1.69	22	5,471	1.71	22
2031	4,420	1.57	82	5,474	1.63	85
2032	4,650	1.55	98	5,474	1.66	98
2033	4,342	1.61	95	5,474	1.66	215
2034	4,489	1.64	127	5,474	1.69	127
2035	4,255	1.71	228	5,474	1.71	236
2036	4,410	1.67	44	5,439	1.64	44
2037	4,806	1.56	89	5,462	1.57	106
2038	4,138	1.59	114	5,474	1.58	114
2039	4,665	1.72	13	5,473	1.72	13
2040	4,576	1.64	73	5,474	1.62	77
2041	4,029	1.55	35	5,474	1.56	41
2042	4,154	1.59	63	5,474	1.56	65
2043	4,219	1.58	28	5,475	1.56	28
2044	4,137	1.62	10	5,475	1.61	22
2045	3,921	1.70	14	5,475	1.67	21
2046	3,796	1.64	25	5,475	1.64	26
2047	2,074	1.66		3,066	1.56
2048	266	1.46		368	1.43
Total	78,380	1.62	2,173	100,244	1.63	2,426

Source: SRK, 2023

* 3.44Mt of marginal material at a grade of 0.56% is not included in this table.

** 4.94Mt of marginal material at a grade of 0.56% is not included in this table.

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Table 13-29: Detailed ProductionSchedule (with inferred)

Production Summary	Row Total	Unit	2027	2028	2029	2030	2031	2032	2033	2034	2035	2036	2037	2038	2039	2040	2041	2042	2043	2044	2045	2046	2047	2048
Santa Cruz<br><br> <br>Ox/Chalc. En.
Santa Cruz<br><br> <br>Ox/Chalc.<br><br> <br>En. Total	88,573	kt		430	2,685	4,580	4,677	4,744	4,666	4,753	4,900	4,864	4,870	4,791	4,862	5,079	4,976	4,917	4,933	5,083	4,889	4,688	2,817	368
Diluted<br> TCu	1.60	%		1.35	1.64	1.68	1.56	1.51	1.59	1.61	1.68	1.63	1.48	1.57	1.65	1.62	1.55	1.57	1.56	1.62	1.65	1.61	1.59	1.43
Diluted<br> ASCu	1.04	%		0.68	1.14	1.15	1.04	1.03	1.18	1.10	1.17	1.10	1.06	0.99	0.98	0.92	1.00	0.96	0.98	0.96	1.04	1.00	1.14	0.96
Diluted<br> CNCu	0.38	%		0.38	0.32	0.37	0.37	0.33	0.26	0.33	0.31	0.35	0.25	0.35	0.49	0.49	0.37	0.44	0.42	0.48	0.46	0.45	0.32	0.29
Santa<br> Cruz Exotic
Santa Cruz<br><br> <br>Exotic Total	1,872	kt				19	174	135	39	35	60	28	310	10	378	4	33	68	151	40	234	155
Diluted<br> Tcu	2.66	%				1.32	1.59	2.96	2.04	5.53	3.34	5.33	3.20	1.51	2.79	1.10	2.56	2.31	1.86	2.55	2.37	2.63
Diluted<br> ASCu	2.09	%				1.06	1.40	2.34	1.52	3.64	2.47	4.12	2.42	0.86	2.29	0.69	2.09	1.94	1.47	1.99	1.91	2.05
Diluted<br> CNCu	0.20	%				0.09	0.09	0.36	0.19	0.82	0.39	0.68	0.26	0.06	0.11	0.03	0.13	0.13	0.11	0.19	0.17	0.16
East<br> Ridge
East Ridge<br><br> <br>Total	9,799	kt			681	872	623	596	769	686	515	546	282	674	233	391	466	489	390	351	352	632	250
Diluted<br> Tcu	1.76	%			2.00	1.87	2.15	2.57	2.03	2.01	1.74	1.53	1.32	1.61	1.37	1.54	1.56	1.42	1.46	1.32	1.51	1.65	1.3
Diluted<br> ASCu	0.95	%			1.10	1.02	1.19	1.44	1.11	1.12	0.93	0.83	0.68	0.85	0.71	0.82	0.82	0.74	0.79	0.70	0.81	0.89	0.7
Diluted<br> CNCu	0.75	%			0.86	0.80	0.93	1.12	0.87	0.87	0.74	0.64	0.54	0.68	0.57	0.65	0.65	0.59	0.61	0.54	0.64	0.70	0.5
Total
Total Tonnage	100,244	kt			3,366	5,471	5,474	5,474	5,474	5,474	5,474	5,439	5,462	5,474	5,473	5,474	5,474	5,474	5,475	5,475	5,475	5,475	3,066	368
Diluted<br> Tcu	1.63	%			1.71	1.71	1.63	1.66	1.66	1.69	1.71	1.64	1.57	1.58	1.72	1.62	1.56	1.56	1.56	1.61	1.67	1.64	1.56	1.43
Diluted<br> ASCu	1.05	%			1.13	1.13	1.07	1.11	1.17	1.12	1.16	1.09	1.12	0.97	1.06	0.91	0.99	0.95	0.98	0.95	1.06	1.01	1.10	0.96
Diluted<br> CNCu	0.41	%			0.43	0.44	0.42	0.41	0.35	0.40	0.35	0.38	0.27	0.39	0.46	0.50	0.40	0.45	0.43	0.49	0.46	0.47	0.33	0.29
Marginal<br><br> <br>Material	4,942	kt		463.9	584.0	240.0	195.0	320.9	471.6	359.1	431.1	268.9	343.0	258.7	182.2	193.7	84.6	145.4	134.3	106.7	74.5	46.6	37.1
Marginal<br> Tcu	0.56	%		0.47	0.58	0.60	0.58	0.57	0.53	0.54	0.53	0.61	0.55	0.52	0.62	0.57	0.51	0.61	0.67	0.61	0.60	0.65	0.68
Marginal<br> AsCu	0.24	%		0.07	0.19	0.21	0.21	0.37	0.19	0.29	0.23	0.40	0.18	0.16	0.28	0.28	0.39	0.38	0.34	0.27	0.33	0.38	0.44
Marginal<br> CNCu	0.11	%		0.09	0.17	0.21	0.17	0.09	0.07	0.07	0.11	0.09	0.08	0.10	0.12	0.13	0.06	0.10	0.12	0.18	0.17	0.16	0.16
Waste and<br><br> <br>Backfill Summary
Waste Tonnage<br><br> <br>with Marginal	7,367	kt	477	952	704	262	280	419	687	486	667	313	449	372	196	271	126	210	162	129	96	72	37
Waste Tonnage<br><br> <br>minus Marginal	2,426	kt	477	488	120	22	85	98	215	127	236	44	106	114	13	77	41	65	28	22	21	26
Pastefill<br> Total
High Strength<br><br> <br>Pastefill	25,838,273	m3			776,684	1,527,669	1,369,851	1,536,362	1,396,269	1,546,885	1,591,011	1,464,343	1,374,605	1,248,770	1,385,978	1,525,083	1,364,139	1,407,813	1,423,979	1,503,444	1,287,281	1,305,805	712,154	90,150
Low Strength<br><br> <br>Pastefill	5,144,684	m3				18,128	193,367	116,813	172,684	142,632	205,732	289,788	295,190	370,606	305,210	271,236	375,358	327,685	312,242	392,332	524,393	404,600	336,752	89,937
Total Rockfill
CRF Total	4,315,695	m3			219,999	329,067	300,393	257,014	319,025	261,920	237,675	205,990	238,578	253,373	194,246	133,191	216,743	172,410	227,972	142,461	215,148	287,123	103,365
Rockfill Total	227,671	m3					9,726	15,231	13,717				41,126	3,239	41,267	8,754		1,079	29,631	7,337	26,450	30,115

Source: SRK, 2023

Note: Marginal material is broken out separately and not included in totals for each area.

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Table 13-30: Detailed DevelopmentSchedule (with inferred)

Development Summary	Row Total	Unit	2027	2028	2029	2030	2031	2032	2033	2034	2035	2036	2037	2038	2039	2040	2041	2042	2043	2044	2045	2046	2047
Lateral<br> Development	308,261	m	6,254	19,531	22,822	18,167	18,237	18,246	23,422	17,792	18,777	14,029	18,993	17,773	13,541	14,802	12,486	13,711	12,746	8,547	7,855	8,361	2,169
Decline	7,017	m	2,928	2,837					1,252
Decline<br> Crosscut	643	m	398	245
Railveyor<br> 6x6	2,578	m	2,578
Railveyor<br> 5x5.5	3,761	m	350	2,277					1,134
Railveyor<br> Access	367	m		104	178				85
Ramp	1,082	m		1,082
Level<br> Access	4,043	m		1,110	605				934	349	163	103	591	189
Footwall<br> Drive	16,336	m		3,739	2,597	200	533	717	704	1,395	1,704	573	2,108	593	386	407		467	214
Hangingwall<br> Drive	505	m								30	185	100					127	63
Hangingwall<br> Access	334	m			334
Ore<br> Drive	250,222	m		6,905	15,591	16,818	16,703	16,401	16,763	15,233	14,564	12,898	14,263	16,069	12,427	13,677	12,223	12,376	12,418	7,581	7,557	7,733	2,024
Ore<br> pass Access	2,256	m		309	374	124	137	108	167	129	212	75	35	336	102	127		20
Vent<br> Drive 5 x 5	2,065	m		287	246	47	245	69	61	170	59	57	375	197	80	111			60
Vent<br> Drive 5 x 6	2,592	m		636	248		41	9	477	266	632		238					45
Vent<br> Drive 6 x 6	864	m			830	33
Underground<br> Shop	100	m			100
Underground<br> Bay	157	m			157
Attack<br> Ramp	13,338	m			1,562	945	579	942	1,845	221	1,259	222	1,383	389	546	479	136	740	54	965	298	628	145
Vertical<br> Development	3,812	m		1,287	527	180	180		412	351	124		210	492	19				30
6<br> m Vent Raise	489	m		489
6.5<br> m Vent Raise	552	m		552
4<br> m Vent Raise	128	m			86				42
5<br> x 6 Raise	540	m		65	103	60				12	30		120	150
5<br> x 5 Raise	804	m			120	120	180			95	30		90	120	19				30
2<br> x 2 Raise	1,299	m		182	218				370	244	64			222

Source: SRK, 2023

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Source: SRK, 2023

Figure 13-44:Mine Production Schedule Colored by Year (with Inferred)

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13.8	Mining Operations
---	---
13.8.1	Stoping
---	---

Stopes will be mined using the LHS method. Individual stope blocks are designed to be 10 m wide, up to 30 m long in secondaries, and will have a transverse orientation. Levels are spaced 30 m apart, and each stope block will have a top and bottom access (5 m x 5 m flat back drifts).

Stopes will be drilled downward from the top access using 90 mm-diameter holes (stope production rings will be drilled with a top-hammer drill). A bottom up, primary/secondary extraction sequence will be followed. Primary stopes will be backfilled with high-strength PBF, and secondary stopes will be backfilled with low-strength PBF.

Stope extraction will occur in two steps. During the first step, a slot will be drilled with a V30 Machine Roger at the far end of the stope and 10 fan-drilled slash holes. The slot is required to create sufficient void space for the remainder of the stope to be blasted. During the second step, production rings will be blasted five rows at a time (12 blastholes per ring) until the stope is completely extracted. The number of five-row blasts in a given stope will depend on the length of the stope. All blasting will be performed with bulk emulsion.

Ore will be remotely mucked from the bottom stope access using an 8.8 m^3^ (17-t) loader. The loader will transport the ore to the nearest ore pass on the level. The ore pass will load the railveyor and haul the ore to surface.

13.8.2	Drift and Fill (DAF)

The stopes will be mined using the DAF method. The stopes will be 6 m wide, 9 m high, and at varying lengths. A 5 m x 5 m attack ramp will provide access to each cut, and the stopes in each cut will be mined in a PST sequence.

Stopes are mined in two steps. A horizontal cut is first taken at 6 m wide and 5 m high using a development jumbo. After the ore is extracted and the stope is supported, a 4 m back slash is taken to extract the remaining ore. Broken muck may be left behind as a platform to support the stope before being emptied. Ore from the Exotic domain in Santa Cruz will be mucked by loaders and transported to the ore pass system. Ore from the East Ridge deposit will be loaded to a fleet of 42-t haul trucks and transported to the main ore pass system.

13.8.3	Underground Material Handling System

The underground material handling system is designed to provide some storage capacity underground and be an efficient, automated system for moving the rock to surface via railveyor. For the Santa Cruz stoping areas, material will be brought to one of several ore passes via long-haul dump truck (LHD) directly from the stopes. For the Santa Cruz Exotic domain and East Ridge deposit, an LHD will load a truck near the mining face, and the truck will transport material to an ore pass. Figure 13-45 shows the location of ore passes.

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Source: SRK, 2023

Figure 13-45: Ore Pass Locationsin Red

Material from the ore passes will be stored in a bin until the railveyor arrives for loading. The number of train cars and frequency of train arrival will need to be determined in future studies; however, at this time, the railveyor is not seen as a bottleneck and can be adapted as necessary. Note that railveyor is a newer technology existing at several operations worldwide, however it is currently not widely used in the industry.

13.8.4	Backfill

The Santa Cruz mine will be backfilled using cemented tailings paste. The backfill replaces excavated ore to provide support for the remaining rock and reduces the need for pillars.

The Santa Cruz Paste Plant will receive thickened tailings slurry from the concentrator via a pipeline. A large, agitated buffer tank will be located adjacent to the paste plant to provide some tailings storage and operational flexibility in tailings supply. A portion of the tailings slurry stream will be dewatered using vacuum disc filters and the resulting filter cake recombined with the remainder of the tailings slurry stream in two continuous mixers. The ratio of slurry to filter cake will be adjusted to maintain the desired solids content and flow properties of the paste. Binder will be added in the mixers according to strength requirements for each underground stope.

A network of boreholes and piping will distribute the paste from the plant to underground stopes using gravity flow. Each stope will employ a barricade to confine the paste within the stope until it cures, and mining can progress in the adjacent stope or panel.

Production Rate

The underground mining rate is planned to be 15,000 t/d. After considering availability, utilization, and concentrate production, the concentrator will produce 15,000 t/d of tailings when operating or roughly 625 tph. Tailings will be diverted to either the paste plant, or to the tailings management facility for permanent storage.

September 2023
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The design of the paste system will include a single paste plant as it poses the least operational complexity and lowest capital cost. The design challenges associated with high production rates can be mitigated without causing additional risks to the Project.

Underground Distribution System

The underground distribution system will consist of a network of boreholes and steel piping to convey the paste from the paste plant to the stopes throughout the mine. The paste plant is designed to operate at 625 tph of tailings plus binder and sufficient water to make a paste product which can flow through a pipeline. The resulting flowrate of that paste is approximately 450 to 475 m^3^/h.

Based on estimated velocities and the expected paste production rate, the line size can be calculated to be 16-inch nominal pipe which would result in a pipeline velocity of 1.3 m/s. Boreholes should be cased unless there is certainty that the boreholes will be dry (not add any water to the paste) and will be stable. The assumption for Santa Cruz is that all boreholes will be drilled oversize and cased with steel pipe which will either be grouted in place or hung in the boreholes. The diameter of the casing should match the level piping at 16-inch nominal pipe size. Boreholes should be drilled at 70˚ from horizontal or less to reduce wear and damage from free-falls.

It was determined that if the paste plant was located centrally above the orebody, gravity flow could be used and paste pumps would not be required. The long section contained in Figure 13-46 highlights the central distribution trunkline in black. The trunkline transports the paste to levels where it’s transported horizontally along footwall drives to the extents of the orebody. The colored shading shows the maximum allowable pipeline friction loss under gravity flow for that distribution route. Benchmark friction loss for paste system indicates that the friction loss in the larger pipelines should range from 5 to10 kPa/m for this system. A second optional borehole from the paste plant is shown in red to allow higher friction paste to be reticulated to the North if needed.

September 2023
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Source: SRK, 2023

Figure 13-46:Long Section of Paste Distribution System and Maximum Allowable Friction Loss for Gravity Flow (looking East)

Paste Process Design

Table 13-31 shows the design criteria for the paste plant.

Table 13-31:Design Criteria

Design Parameter	Criteria
Tailings production rate	15,000 t/d or 625 tph
Tailings solids specific gravity	2.67
Thickener underflow solids content	64% (w/w)
Paste solids content	73.8 – 75.7 % (w/w)
Binder content	2-7%
Mixer retention time	2 minutes minimum

Source: Barr, 2023

Tailings will be received in a large, agitated tank at the paste plant. This tank provides needed buffering capacity between the concentrator and paste plant to allow for switching of line when the paste plant is not operating and short operational interruptions from the concentrator. It is also recommended that the concentrator have a similarly sized buffer tank to double the storage and blending capacity after the thickener.

The thickened tailings slurry feed to the paste plant contains too much water for paste production. Vacuum disc filters will be used to dewater a portion of the tailings stream. The control system of the paste plant will measure and adjust the ratio of tailings which require filtration to achieve the desired target moisture of the final paste backfill. The Santa Cruz Paste Plant will require 4 operating filters to achieve the design capacity of the system. It is recommended that a fifth redundant filter be considered in future study stages.

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The paste mixers will blend tailings filter cake, thickened tailings slurry and binder to make the backfill for Santa Cruz. The flow rate through the mixer will be approximately 475 m^3^/h. This flow rate makes the retention time in mixers available on the market to be too short. It is recommended to utilize two continuous mixers in series to achieve the desired retention time in the mixer to properly blend tailings, binder, and slurry.

A single 1,500 t binder silo has been included in the design. This provides sufficient capacity to operate for 48 hours at a binder consumption rate of 5%. Preliminary UCS testing indicates lower binder contents may be possible at Santa Cruz. Future study stages should examine the stability and proximity of the binder supply for the mine to determine the required binder storage.

Binder will be metered into the paste process using a rotary valve and screw conveyors. A continuous mass flow measuring instrument is recommended between screw conveyors. The paste plant control system will calculate the required binder flow rate based on the tailings flow rate and the recipe input by the operator.

Figure 13-47 shows the Santa Cruz paste backfill process flow sheet.

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Source: Barr, 2023

Figure 13-47:Santa Cruz Paste Process Flow Sheet

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13.8.5	Grade Control
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Short and mid-range production drilling will precede advancement of individual levels and headings. As headings are advanced, the geologic controls will be verified spatially, with grab samples taken and assayed as each round advances. Any observed controlling geology, lithology, structures, geochemical features, etc. will be mapped, reconciled to, and updated in the model. During advance, a geologist will determine whether to route the material as ore or waste. If a determination cannot be made immediately, the material can be stockpiled in an underground muckbay while awaiting the assay results. If areas of high model variability are encountered, in-stope drilling may be conducted to refine the short-term mill feed predictability. Model performance will be tracked over time and adjustments will be made if needed.

13.8.6	Ventilation

The ventilation design required to support the development and production at the Santa Cruz Project incorporates four connections to surface: one service access decline, one exhaust railveyor decline, one dedicated exhaust shaft, and one dedicated fresh air raise as shown in Figure 13-48. Because of the automated electric haulage provided by the railveyor system and the use of electric equipment, the airflow quantity required to ventilate the mine is reduced from what a typical diesel equipment fleet would require. However, because of the geologic setting and high thermal gradient, refrigeration will be required for the ventilation system for a portion of the year The main benefit with respect to the electrification of the mining equipment will be the reduction in refrigeration. The diesel equipment fleet would present a heat load likely greater than three times the heat load developed by the electric equipment fleet. In addition, the production of CO2 may be reduced by as much as 70% to 80% with the use of an electric equipment fleet; however, this will be required to be confirmed through future studies.

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Source: SRK, 2023

Figure 13-48: General VentilationInfrastructure and Layout

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The basic airflow requirement for the mine is based on achieving a minimum design air velocity in various point-of-use areas, as shown in Table 13-32.

Table 13-32: General AirflowCalculations

Zone		Point of Use	Number of Areas	Air Velocity (m/s)	Dimension (m)		Airflow (m^3^/s)	Airflow (m^3^/s)
	Height				Width
Main Zone		Production mucking	10	0.75	5	5	187.5	375
	Development/setup	10	0.50	5	5	125
	Open level footwall	1	0.50	5	5	12.5
	Development level	1				50
East <br><br>Ridge	Lower	Production mucking	2	0.75	5	5	18.75	112.5
		Development/setup	2	0.50	5	5	12.5
	Upper	Production mucking	2	0.75	5	5	18.75
		Development/setup	2	0.50	5	5	12.5
	Development						50
General		Light shop					25	25
Leakage (15%)								77
Total								564

Source: SRK, 2023

m/s: Meters per second

m^3^/s: Cubic meters per second

There will be two basic independently ventilated/exhausted mining zones: East Ridge and Main Zone. The East Ridge mining zone will draw airflow in from both the fresh air shaft and service decline and exhaust the airflow to surface through the railveyor decline. The air velocity in the railveyor decline will be high, but it will be in the same direction as the materials’ movement, which will minimize the dust liberation. An exhaust booster fan will be required to be installed in the ramp leading to the railveyor from the East Ridge mining zone. The Main Zone will draw airflow in from the fresh air shaft and service decline and will exhaust through the perimeter exhaust raise that extends to surface. To upcast the lower portion of the railveyor, a small booster fan will be required to be installed at the last crosscut between the railveyor and service declines. The main exhaust fan installation for the Main Zone will be located on surface at the top of the exhaust shaft. Individual stopes can be ventilated with 100-kilowatt (kW) auxiliary fans and 1.4 m flexible duct.

A high-level ventilation model was developed using the VentSIM software so that the overall life-of-mine (LoM) fan operating points could be determined, which would include leakage, decline interactions, and general level ventilation. This model established the applied fan power for the operating fan installations, as shown in Table 13-33.

Table 13-33: Main Fan LoM OperatingPoints

Fan Location	Airflow(m^3^/s)	Pressure (kPa) 0.5 kPa Added Losses	Power(kW) (80%Efficiency)	Notes
Temporary portal fan	225	2.4	675	Used for decline construction to establish flow through ventilation prior to the shafts
East Ridge railveyor exhaust fan	200	2.8	700	Two fans mounted in parallel in a bulkhead to draw airflow through East Ridge and upcast the conveyor
Base of railveyor exhaust fan	50	2.6	165	To upcast the conveyor away from the Main Zone
Main Zone exhaust fan	500	4.1	2,562	Two fans mounted in parallel on the surface to provide Main Zone exhaust

Source: SRK, 2023

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A basic heat balance was developed for the ventilation system to identify the initial required refrigeration quantity to be applied to the fresh air raise at the surface. Although refrigeration could be applied at places other than the surface, the surface was chosen because it allows for an easier installation/construction, easier maintenance, and a greater degree of flexibility, which will allow for expansion if the mine progresses deeper or if production is increased. The heat balance considered the electric equipment fleet and fans, compression, rock mass, and the natural cooling from the circulating airflow. Table 13-34 identifies the equipment and operating parameters used to calculate the equipment heat load.

The thermal gradient of 2.1°C/100 m with a surface rock temperature of 24.8°C was identified by site drilling logs dated November 11, 2022. This was input to the ventilation model without any equipment loads so that the heat developed from only the rock mass could be identified. This is a general assumption and will change depending upon production rates, stope orientations, number of active headings, and the exposure of the rock mass to airflow. The age of the exposed rock was kept fresh to help balance the heat generated from backfill which was not separately identified. At this stage, a thermal model was not developed. A thermal model will be useful to identify discrete areas which may have elevated air temperatures.

To add both a degree of conservativeness and a more reasonable working environment for non-acclimated personnel, a reject wet bulb temperature of 26°C was used to derive the cooling capacity of the natural intake airflow. Figure 13-49 provides a summary of the heat balance, which reflects an applied refrigeration quantity of approximately 8.4 megawatts of refrigeration (MW(R)).

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Table 13-34:Overall LoM Equipment Heat Loads

Equipment	Potential Make and Model	Power Source*	Peak Power (kW)	On Shift Utilization (%)	Estimated Motor Utilization (%)	Power Utilized (kW)	Equipment Numbers	Total Power (kW)
LHD	Epiroc<br> ST18 (17.5t) BEV	BEV	450	100	50	225	8	1,800
Haul<br> truck	Epiroc<br> MT54 (54t)	BEV	567	100	50	283.5	7	1,985
Jumbo	Epiroc<br> Boomer M2C BEV	BEV/tethered	150	60	25	22.5	6	135
Scaler	MacLean<br> RB3-EV	BEV/tethered	110	40	25	11	2	22
Bolter	Epiroc<br> Boltec M BEV	BEV/tethered	150	50	25	18.75	6	113
Cable<br> bolter	MacLean<br> CB3-EV	BEV/tethered	150	60	25	22.5	3	68
Rockbreaker	MacLean<br> RB3-EV	BEV	150	40	25	15	2	30
ITH	Epiroc<br> Simba E7C BEV	BEV	150	80	25	30	5	150
Small<br> LHD	Epiroc<br> ST3.5 (6t)	BEV	75	40	25	7.5	2	15
Probe<br> hole drill	Epiroc<br> Boomer E1 C	BEV/tethered	140	20	25	7	1	7
Shotcrete<br> sprayer	MacLean<br> SS5-EV	BEV/tethered	200	60	50	60	2	120
Transmixer	MacLean<br> TM3-EV	BEV	200	60	75	90	3	270
Explosives<br> loader	MacLean<br> EC3-EV	BEV	200	40	75	60	5	300
Personnel<br> carrier (bus)	MacLean<br> PC3-EV	BEV	150	20	75	22.5	3	68
Light<br> vehicles (shifters, <br><br> crews, management, etc.)	Kovatera<br> KT200e	BEV	150	35	25	13.125	9	118
Cable<br> reeler/ electrician	Kovatera<br> KF200e	BEV	150	50	25	18.75	2	38
Mine<br> rescue	Kovatera<br> KT200e	BEV	150	5	100	7.5	2	15
Maintenance<br> (mechanic)	Kovatera<br> KF200e	BEV	150	40	75	45	5	225
Fuel/lube<br> truck	MacLean<br> FL3-EV	BEV	150	10	75	11.25	1	11
Grader	MacLean<br> GR3-EV	BEV	200	40	100	80	1	80
Boom<br> truck	MacLean<br> BT3-EV	BEV	200	50	75	75	2	150
Scissor<br> lift	MacLean<br> LR3-EV	BEV	200	50	50	50	2	100
Telehandler	Genie<br> GTH-1056 (5.5t)	BEV	130	20	75	19.5	3	59
Skidsteer	Kovaco<br> ECO	BEV	81	40	50	16.2	3	49
Portable<br> compressor <br><br> (service cable bolter, <br><br> mechanical, production)		BEV	75	30	100	22.5	12	270
Diamond<br> drill	Epiroc<br> Diamec 6	BEV	90	40	100	36	3	108
Stope<br> development fans			100	100	75	75	10	750
Stope<br> production fans			100	100	75	75	10	750
General<br> fans			50	100	75	37.5	5	188
Total electric equipment heat load								7,990

Source: SRK, 2023

*BEV = Battery Electric Vehicle

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Source: SRK, 2023

Figure 13-49:Refrigeration Summary Breakdown

Refrigeration will not be required all year. Once the general surface wet bulb temperature is drawn below 18°C wet bulb, refrigeration will not be required, as shown on Figure 13-50.

Source: SRK, 2023

Figure 13-50:Seasonal Refrigeration Operation

To establish the maximum refrigeration requirement on an annual basis over the LoM, the factors of depth and production rate were modulated based on the mine schedule. The refrigeration quantities shown on Figure 13-51 identify the possibility to develop the surface refrigeration plant in stages with modular units, with the first unit in 2025 and the second unit in 2034.

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Source: SRK, 2023

Figure 13-51:Refrigeration Requirements Over the LoM

13.8.7	Mine Services

Electrical

Power to the mine is delivered from the main substation to the mine electrical building at the Portal via 13.8 kV power lines. From the Portal electrical building, three 13.8 kV power lines are hung down the decline to level -270, at the bottom of the upper block. From there, mine power centers will be installed on various levels to provide power to the working face. The power will support the mine working faces and the battery charging stations for the BEV equipment.

Health and Safety

The mine design includes refuge stations placed throughout the mine. Escape ladders are installed in vent raises to serve as secondary egress. A stench warning system through the ventilation system will notify workers of emergency conditions.

Manpower

Decline, railveyor, and ventilation shaft development are assumed to be contractor operated. Mine development and production will be owner operated. The estimated management and technical staff is 50, and operating and maintenance personnel is 274. Table 13-35 shows the estimated number of management and technical staff. Table 13-36 shows the estimated number of operating and maintenance personnel.

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Table 13-35:Management and Technical Staff Labor Estimate

Department/Section	Category	Shift Hours	Maximum Staff
Mine Technical Staff			43
Underground<br> Mine Manager	Salary	8	1
Underground<br> Mine General Foreman	Salary	8	2
Technical<br> Services Manager	Salary	8	1
Chief<br> Mining Engineer	Salary	8	1
Senior<br> Mining Engineer	Salary	8	2
Long-Term<br> Planning Engineer	Salary	8	1
Short-Term<br> Planning Engineer	Salary	8	2
Backfill<br> Engineer	Salary	8	1
Ventilation<br> Engineer	Salary	8	1
Ventilation<br> Technician	Salary	8	2
Surveyors	Salary	8	6
Senior<br> Geotechnical Engineer	Salary	8	1
Geotechnical<br> Engineer	Salary	8	1
Geotechnical<br> Technician	Salary	8	1
Chief<br> Mine Geologist	Salary	8	1
Senior<br> Mine Geologist	Salary	8	1
Beat<br> Geologist	Salary	8	6
Senior<br> Modeling Geologist	Salary	8	1
Infill<br> Drilling Supervisor	Salary	8	1
Senior<br> Field Logging Geologist	Salary	8	1
Core<br> Logger	Salary	8	4
Project<br> Lead	Salary	8	1
Mechanical<br> Engineer	Salary	8	2
Civil<br> Engineer	Salary	8	2
Mine Maintenance Staff			7
Maintenance<br> Superintendent	Salary	8	1
Maintenance<br> General Foreman	Salary	8	1
Maintenance<br> Planning Coordinator	Salary	8	1
Maintenance<br> Planning Engineer	Salary	8	1
Maintenance<br> Planning Technician	Salary	8	3

Source: SRK, 2023

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Table 13-36:Operating and Maintenance Labor Estimate

Department/Section	Category	Shift Hours	Maximum Staff
Mine Operations Labor			219
Development<br> Supervisor	Hourly	12	3
Jumbo<br> Operator	Hourly	12	12
Bolter<br> Operator	Hourly	12	15
Cablebolter<br> Operator	Hourly	12	6
Service<br> Crew	Hourly	12	18
Production<br> Supervisor	Hourly	12	3
Truck<br> Driver	Hourly	12	12
LHD<br> Operator	Hourly	12	33
Production<br> Drill Operator	Hourly	12	21
Lead<br> Blaster	Hourly	12	21
Blaster<br> Helper	Hourly	12	21
Grader<br> Operator	Hourly	12	3
Utility/Laborer/Nipper/Helper	Hourly	12	25
Underground<br> Pastefill and Construction Supervisor	Hourly	12	1
Pastefill<br> Piping Crew	Hourly	12	1
Pastefill<br> Barricade Crew	Hourly	12	3
Pastefill<br> Plant Operator	Hourly	12	1
Shotcrete<br> Operator	Hourly	12	6
Construction<br> Crew	Hourly	12	9
Backfill<br> Plant Supervisor	Hourly	12	1
Backfill<br> Plant Operator	Hourly	12	1
Backfill<br> Plant Helper	Hourly	12	3
Binder<br> Transport and Delivery Operator	Hourly	12	3
Mine Maintenance Hourly Labor			55
Underground<br> Shop Supervisor	Hourly	12	1
Underground<br> Shop Mechanic	Hourly	12	19
Underground<br> Millwright	Hourly	12	4
Underground<br> Shop Electrician	Hourly	12	19
Underground<br> Shop Welder	Hourly	12	3
Underground<br> Shop Mechanic Helper	Hourly	12	3
Underground<br> Shop Electrician Helper	Hourly	12	3
Underground<br> Shop Welder Helper	Hourly	12	2

Source: SRK, 2023

Equipment

Santa Cruz will primarily use a battery electric fleet for development and production. Auxiliary equipment is mostly diesel. Table 13-37 shows the estimated required mobile equipment. Note that use of battery electric equipment is newer technology and is currently not widely used in the industry.

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Table 13-37:Santa Cruz Estimated Mobile Equipment

Major Mobile Equipment	Requirement
Epiroc<br> BEV M20 - Jumbo - BE	4
Epiroc<br> BEV Boltec M10 - Mechanical Bolter	5
Epiroc<br> BEV M6 - Simba Longhole	7
Maclean<br> EC3 - Emulsion Charger	7
MacLean<br> SS5 - Shotcrete Sprayer	1
MacLean<br> TM3 - Transmixer Truck	1
Epiroc<br> BEV ST18 - LHD, 8.8 m3, 17 t - BE	11
Epiroc<br> ST18 - LHD, 8.8 m3, 17 t	0
Epiroc<br> MT42 - Haulage Truck, 42 t	0
Eprioc<br> BEV MT42 - Haulage Truck, 42 t - BE	4
Epiroc<br> BEV Cabletec M - Cablebolter	1
MacLean<br> SL3 - Scissor Lift	4
MacLean<br> FL3 - Fuel/Lube Truck	2
MacLean<br> GR5 - Grader	2
MacLean<br> BT3 - Boom Truck	2
Miller<br> Toyota Hurth - Mechanic Truck	3
Miller<br> Toyota Van - Personnel Carrier, 9 per.	20

Source: SRK, 2023

13.9	QP Opinion

It is the opinion of SRK that the level of information and work regarding the mine design and mine planning and associated estimates are appropriate for an initial assessment and represent good industry practice that align with S-K 1300 reporting. SRK considers that all issues relating to all relevant technical and economic factors likely to influence the prospect of economic extraction can be resolved with further work.

It is the opinion of CNI, responsible for the mine geotechnical evaluation, that the level of geotechnical studies are appropriate for an initial assessment and represent good industry practice that align with S-K 1300 reporting.

It is the opinion of INTERA, responsible for the hydrogeology evaluation and the groundwater flow model, that the level of information and work regarding the hydrogeology and the mine dewatering estimates are appropriate for an initial assessment and represent industry accepted practices.

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14	Processing and Recovery Methods
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14.1	Operation Results
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All plant equipment will be sized for the ultimate plant production estimated to be 15,000 dry metric tonnes per day (t/d) at 94% utilization on a 24-hour per day, 365 day per year basis (15,957 dry t/d operating rate).

Santa Cruz Project ore mineralization can be subdivided into four (4) copper containing major groups:

·	Exotic<br> domain - Copper found in basal gravels
·	Oxide<br> domain - Chrysocolla and atacamite hosted in oracle granite
·	Chalcocite<br> domain – supergene chalcocite with or without chalcopyrite hosted in oracle granite
·	Primary<br> domain – hypogene chalcopyrite, molybdenite, bornite, covellite hosted in oracle granite

Primary hypogene sulfides are not included in the mine plan.

Table 14-1 shows the planned operating schedule and throughput targets per the mine plan.

Table14-1: Planned Operating Schedule and Target Throughputs

Description	Unit	Value
Plant Throughput
Overall<br> Plant Feed	t/y	5,475,000
Overall<br> Plant Feed	t/d	10,800<br> to 16,300
Operating Schedule
Shift/Day	-	2
Hours/Shift	h/s	12
Hours/Day	h/d	24
Days/Year	d/a	365
Unit Operation Availability
Crushing<br> Circuit	%	Approx.<br> 70
Crushing<br> Rate	t/h	888
Grinding<br> and Flotation	%	94
Grinding<br> Circuit Onward	t/h	665
Plant Feed Grade (LoM)
Copper<br> (TCu)	%	1.60
Acid<br> Soluble Copper (ASCu)	%	1.04
Cyanide<br> Soluble Copper (CNCu)	%	0.38
Copper Production
Cathode Production
Copper<br> in Cathode LoM	t	1,032,000
Copper<br> Recovery from SX-EW	%	62.2%
Annual<br> Cathode Production	t	32,000<br> to 61,400
Concentrate Production
Copper<br> in Concentrate LoM	t	555,000
Copper<br> Recovery from Concentrator	%	33.4%
Annual<br> Copper in Concentrate	t	14,000<br> to 35,100
Combined<br> Copper Recovery	%	95.4

Source: M3, 2023

t/h = tonnes per hour

Operating Schedule

·	Hours<br> per shift	12
·	Shifts<br> per day	2
·	Days<br>per week	7
·	Days<br> per year	365
September 2023
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Material Placement Rate

·	Tonnes<br> per day, average (actual tonnage varies by year)	15,000
·	Tonnes, average (actual<br> tonnage varies by year)	7,000-16,000
·	Years of Operation Planned	20

Area Characteristics

·	Run<br> of Mine Ore, (100%) minus, mm	500
·	SG (bulk density)	1.7
·	P80,<br> mm	144
14.2	Processing Overview
---	---

The current flowsheet includes:

·	Crushing<br> of ROM ore to 80% passing 144 mm
·	SAG<br> and Ball mill grinding to 80% passing 300 microns
·	Whole<br> ore agitated leaching in sulfuric acid in five tanks in series
·	PLS<br> recovery in a 5-stage CCD wash of leach residue
·	2-stage<br> neutralization of leach residue with limestone in the first stage and with lime in second<br> stage
·	Tertiary<br> grinding of leach residue in a vertical mill to 80% passing 106 microns
·	Rougher<br> flotation one bank of six tank cells
·	Regrinding<br> of rougher concentrate in a vertical mill to 80% passing 74 microns
·	2-stage<br> copper concentrate cleaning and a cleaner scavenger flotation
·	Concentrate<br> thickening
·	Concentrate<br> filtration in a horizontal press filter
·	Tailing<br> (rougher and cleaner tailing) thickening
·	Pumping<br> of tailing to the TSF
·	Reclamation<br> of water from the TSF back to the process plant
14.3	Processing Method
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The following items summarize the process operations required to extract copper from the Santa Cruz:

14.3.1	Comminution
·	The<br> primary crushing circuit will be located on the surface and will be fed directly from the<br> Railveyor.
---	---
·	Size<br> reduction of the ore by a primary crusher to reduce the ore size from run of mine (ROM) to<br> 80 percent passing 144 mm. Crushed ore will be conveyed to a covered coarse ore stockpile located<br> near the concentrator.
·	Stockpiling<br> the primary crushed ore and then reclaiming by feeders and conveying to the grinding circuit.
·	Grinding<br> ore in a conventional semi-autogenous (SAG) and ball mill circuit to a product size of 80<br> percent passing 300 microns prior to processing in a tank leach circuit. The primary grinding<br> circuit will consist of one SAG mill operating in closed circuit with a screen. The secondary<br> grinding circuit will consist of a single ball mill operating in closed circuit with hydrocyclones.
·	Ground<br> slurry will be dewatered prior to being sent to the leach plant. Ground mineralized material<br> is thickened in a pre-leach thickener and then conditioned in a conditioning tank to bring<br> the leach tank feed to 50% solids.
September 2023
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SEC Technical Report Summary – Santa Cruz	Page 335
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14.3.2	Whole Ore Leaching
---	---
·	The<br> slurry will be leached with sulfuric acid in a series of five lined agitated tanks with a<br> capacity of 862 m^3^, each.
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·	The<br> PLS slurry then discharges at a rate of 1,380 m^3^/h to five stages of counter current<br> decantation (CCD) thickeners to wash the leach residue as thickener bed and recovery pregnant<br> leach solution (PLS) as thickener overflow. The final thickener underflow reports to the<br> neutralization circuit.
14.3.3	Solvent Extraction / Electrowinning
---	---
·	The<br> PLS reports to the PLS clarifier where it settles any residual solids. The clarifier overflow<br> reports to the PLS pond, while the clarifier underflow is recycled back to the CCD circuit.
---	---
·	The<br> double lined PLS pond serves to settle any residual solids for eight hours and de-aerate<br> PLS before it is pumped to the solvent extraction circuit.
·	Copper<br> is extracted from PLS in a series of three mix tanks, each for two stages of extraction settlers.<br> The organic (diluent and extractant) into which copper is partitioned, reports to the organic<br> scrubber for aqueous removal. The barren PLS aqueous phase reports to the raffinate pond.<br> Scrubbed organic advances to the loaded organic tank.

Loaded organic is pumped to the mix tanks of the organic wash stage where more aqueous entrainment from the PLS is removed and the organic is cleaned of any remaining chloride contamination prior to stripping with electrolyte. Clean organic advances to the mix tanks of the stripper section:

·	Copper<br> is stripped from the organic into electrolyte via two mix tanks, each, in two stages of strip<br> settlers by strong acid in the lean electrolyte creating a rich electrolyte.
·	Rich<br> electrolyte is filtered in electrolyte filters to remove any residual organic phase. The<br> filtered rich electrolyte is then heated by a heat exchanger and pumped to the electrowinning<br> cells in the EW tank house.
·	There<br> are 140 EW cells in the EW tank house with 60 cathode blanks and 61 lead anodes per EW cell.<br> The harvesting cycle for copper cathode is seven days.
·	The<br> lean electrolyte is pumped back through the heat exchanger and ultimately reports to the<br> strip settler circuit.
·	Copper<br> cathodes are stripped from cathode blanks in a robotic stripping machine, washed, sampled<br> and stacked for market.
14.3.4	Leach Residue Neutralization
---	---
·	The<br> leach residue is neutralized in a neutralization tank using limestone slurry at grind size<br> of 80% passing 44 microns.
---	---
·	A<br> second stage of leach residue neutralization is made using milk of lime slurry.
·	The<br> neutralized slurry is ground in a single tertiary mill operating in closed circuit with hydrocyclones<br> to an 80% passing of 106 microns prior to processing in a flotation plant.
September 2023
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SEC Technical Report Summary – Santa Cruz	Page 336
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14.3.5	Flotation Circuit
---	---
·	The<br> flotation plant will consist of a conventional copper flotation circuit. The rougher flotation<br> circuit will consist of one bank of six 200 m^3^ flotation tank cells. The rougher<br> tailing will report to the tailing thickener.
---	---
·	The<br> rougher concentrate will be reground using a vertical stirred mill to 100% passing of 74<br> microns. The ground rougher concentrate reports to the cleaner circuit. The cleaner circuit<br> consists of two stages of four tank cells each and one cleaner scavenger stage.
·	Copper<br> concentrate from the discharge of the second cleaner stage reports to the concentrate thickener<br> where it will be thickened to a slurry density of 60% to 65% solids.
·	Concentrate<br> slurry will be washed and filtered in a press filter, and stored in a bunker from where it<br> will be shipped to an offsite smelter by trucks.
14.3.6	Tailing
---	---
·	Flotation<br> tails will be thickened in a tailing thickener and pumped to a conventional tailings storage<br> facility at a slurry density of 65% solids.
---	---
·	A<br> split of approximately half of the tailing slurry reports to the paste backfill plant where<br> it is mixed with cement and other amendments to provide structural backfill in the underground<br> mine.
·	Solution<br> from the tailing dewatering will be recycled for reuse in the process. Plant water stream<br> types will include process water, fresh water, and potable water.
14.3.7	Reagents
---	---

Storage, preparation, and distribution of reagents to be used in the process. Reagents which require storage and distribution will include:

·	Sulfuric<br> acid for leaching
·	Diluent<br> and extractant for SX
·	Cobalt<br> sulfate and guar smoothing agents in EW
·	Mist-op<br> for acid mist suppression
·	Limestone<br> and lime for neutralization of leach residue
·	Milk<br> of lime for pH control in flotation
·	Sodium<br> isobutyl xanthate (SIBX) or potassium amyl xanthate (PAX), or possibly an alkyl di-thiophosphate<br> based reagent as collectors
·	Methyl<br> isobutyl carbinol (MIBC) or equivalent as frother
·	Flocculant<br> for dewatering concentrate and tailing
September 2023
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14.4	Flowsheet
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The Santa Cruz process flow diagram is shown as Figure 14-1. This flowsheet is the basis for the Equipment List, equipment selection and plant layout described below.

Source: M3, 2023

Figure14-1: Conceptual Flowsheet for the Santa Cruz Process Plant

September 2023
SEC Technical Report Summary – Santa Cruz	Page 338
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14.5	Plant Design and Equipment Design
---	---
14.5.1	Plant Layout
---	---

The Santa Cruz plant has been laid out to the west of the underground mine in a north-south arrangement of facilities. Figure 14-2 is a layout drawing of the plant facilities (north facing to the right).

Material produced from the underground is transported via a railveyor, which daylights at the mine portal and runs along the surface to a bin that feeds the primary jaw crusher which discharges to the covered coarse ore stockpile. Coarse crushed ore is reclaimed to the SAG mill via a belt conveyor.

Source: M3, 2023

Figure 14-2:Conceptual Santa Cruz Plant Layout

Comminution operations include the jaw crusher, stockpile and reclaim, SAG mill and ball mill are arranged end-to-end with the ball mill sump between them.

The Pre-Leach thickener is situated due north of the ball mill. From there, unit operations are arranged west to east over 500 m: agitated leach tanks, CCD thickeners, neutralization tanks, tertiary grinding, rougher flotation, concentrate regrinding, cleaner flotation, concentrate dewatering and filtration, and tailing dewatering.

The PLS pond lies 200 m north of the CCD thickeners. From there, solvent extraction circuit, tank farm and EW tankhouse are arranged south to north.

The main substation that powers the site is located due west of the grinding area.

The chiller station that supports that underground mine is located due east of solvent extraction.

September 2023
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14.5.2	Equipment Design
---	---

An Equipment List has been compiled for the Santa Cruz plant based on the flowsheets, the Metsim mass balance, the Process Design Criteria, and comparisons with similar projects of similar scale. This equipment is summarized below by area:

·	Primary Crusher – 888 t/h; fed by<br>the railveyor discharge surge bin by a vibrating grizzly. 130 mm closed setting. Size: Metso C150 or equivalent; Stockpile feed conveyor<br>is 300 m long by 36 inch wide belt. 680 t/h capacity
·	Stockpile – Total storage –<br>60,000 t; Live storage – 15,000 t; Stockpile cover 74 m diameter by 30 m high; Reclaim by three apron feeders (two operating)<br>at a rate of 340 t/h. SAG mill feed conveyor has a 782 t/h rate of which 665 t/h is fresh feed and 117 t/h is from recycled pebbles. The<br>SAG mill feed conveyor measures 200 m long x 1.2 m wide, 20 m lift
·	SAG mill – 7.6 m diameter by 3.4<br>m EGL; Synchronous 4.8 MW motor; F80 = 144 mm; P80 = 2 mm; Relining machine to handle cast steel liners
·	Two SAG mill 3.6 m x 7.3 m double deck discharge<br>screens (one operating, one standby), 782 t/h capacity
·	Ball Mill – 4.8 m diameter x 7.3<br>m long; pinion drive 2.8 MW motor
·	Primary cyclone cluster – 2,625<br>m^3^/h slurry at 37% slurry density. Overflow flow rate is 1,380 m^3^/h with a P80 = 300 microns
·	Pre-Leach Thickener – 1,380 m^3^/h<br>capacity; 32 m diameter, conventional thickener; underflow density = 70%
·	Leach Tanks – Five operating; 862<br>m^3^ working volume; 10 m diameter x 11 m high; C.S. with HDPE or other lining; MOC must tolerate chloride as well a sulfate.<br>Solids density of 50%; chlorobutyl rubber lined agitators with 90 kW power each
·	CCD Thickeners – Five operating;<br>30 m in diameter; high rate thickener; C.S. tank with HDPE or brick lining; chlorobutyl rubber lined mechanism; MOC must tolerate chloride<br>as well as sulfate. Feed solids density is 41.5%; Underflow solids density is 70%
·	Solvent Extraction Settlers/Mix Tanks –<br>Three stages of mix tanks per settler, 25 m^3^ volume , 3 minutes retention time; FRP construction, 2 Extraction Settlers<br>with dimensions 16 m x 21 m; FRP construction
·	Strip Settlers – Two stages of strip<br>settlers; 16 m x 21 m; flowrate = 582 m^3^/h; FRP construction; one mix tank for first settler stage; 2 mix tanks for<br>second stage
·	Electrolyte Filters – Four multimedia<br>filters; 316SS construction; total flow rate = 300 m^3^/h; max flow rate per filter is 100 m^3^/h. One filter scour<br>air blower 576 m^3^/h at 50 kPa; Fed from 8m diameter x 6 m high 316SS Filter Feed Tank
·	EW Tankhouse – 140 polymer concrete<br>EW cells arranged in two rows; 6.5 m long x 1.25 m wide; Solution feed = 240 l/min/cell; Current density = 330 A per/m^2^;<br>cell voltage drop 2.1V with current efficiency of 92%; 60 316SS cathode blanks per cell; 61 lead anodes per cell; Rich electrolyte Cu<br>grade = 52 g/l; Lean electrolyte grade = 33 g/l
·	Cathode Stripping Machine – Fully<br>automatic, robotic; features include washing, stripping and stacking cathode copper; designed to produce 197 cathodes per hour
·	EW Crane – Class E 10-ton crane;<br>travel speed 91.5 m/min; acid vapor resistant design; no aluminum motor housings
·	Residue Neutralization Tanks – Two<br>450 m^3^ capacity agitated tanks; 8.3 m dia x 8.8 m; C.S. with chlorobutyl rubber lining; first tank for neutralization<br>w/ limestone at 50% solids density; second tank for neutralization w/ lime at 50% solids density; to accommodate approximately 900 m^3^/h<br>slurry flow rate
September 2023
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·	Residue Grinding Mill – One vertical<br>stirred mill; Metso VTM-2500 or equal; 355 t/h feed rate; product size P80 = 106 microns
---	---
·	Rougher Flotation – Six 200 m^3^<br>tank cells; feed flow rate = 1,795 m^3^/h at 30% solids & 15% froth factor; concentrate flow rate = 151 m^3^/h;<br>at 28% solids
·	Concentrate Regrind Mill – vertical<br>stirred mill; VTM-200; Feed flow rate = 295 m^3^/h slurry with 52 t/h of solids, P80 = 74 microns
·	Cleaner Flotation – First cleaner<br>is one bank of four 50 m^3^ tank cells; feed flow rate = 295 m^3^/h at 19% solids and 15% froth factor; concentrate<br>flow rate = 63 m^3^/h; concentrate flow rate at 28% solids; tailing flow rate = 232 m^3^/h at 16% solids
·	First Cleaner Scavenger – One bank<br>of 50 m^3^ tank cells, feed flow rate = 232 m^3^/h at 16% solids and 15% froth factor; concentrate flow rate = 3.6 m^3^/h<br>at 28% solids; tailing flow rate = 228 m^3^/h at 16% solids
·	Second Cleaner - Cleaner is one bank of<br>four 10 m^3^ tank cells; feed flow rate = 131 m^3^/h at 16% solids and 15% froth factor; concentrate flow rate = 32<br>m^3^/h; at 28% solids; tailing flow rate = 99 m^3^/h at 10% solids
·	Tailing Thickener – One thickener,<br>27 m in diameter. Feed flow rate = 525 m^3^/h of slurry containing 653 t/h of solids; underflow density of 63% solids
·	Limestone Preparation – Feed is<br>P100 = 50 mm; Combination of cone crusher, ball mill, and hydrocyclone to produce limestone with P80 = 44 microns
·	Lime Package – 300 t silo, vertical<br>stirred mill, mixing and distribution tanks; piping and pumps
14.6	Consumable Requirements
---	---

The Santa Cruz plant has two full process lines, one for copper hydrometallurgical recovery of acid soluble (oxide) copper and a conventional copper flotation concentrator for the recovery of copper sulfide minerals as mineral concentrate. In between these process lines is a neutralization section of the plant to prepare the leach residue to be suitable for the flotation concentrator. The suite of consumables and reagents for both process lines is listed in Figure 14-3.

The upstream comminution section of the plant requires wear liners for the crusher and grinding mills. The grinding mills also require grinding media, steel balls in the SAG and ball mills and ceramic media in the vertical stirred mills in the flotation section.

The copper hydrometallurgical section requires sulfuric acid for agitated tank leaching. The solvent extraction circuit requires large quantities of diluent (organic), and extractant, which partitions the copper ions in solution between the aqueous and organic phases. The EW tank house requires cobalt sulfate and guar to smooth the electrowinning of copper on to cathode blanks. It also requires a mist suppressant to diminish sulfuric acid inside the tank house.

The neutralization section requires both limestone and lime for treatment of leach residue. Both consumables must be ground at the plant to a fine grind size to achieve maximum neutralization efficiency.

The mineral concentrator section requires a suite of organic collectors and frothers.

Flocculant is required to promote settling in the various thickeners and CCDs in the plant.

September 2023
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Figure 14-3 lists the primary reagents and consumables used in the Santa Cruz plant. Other reagents and consumables not described above: diatomaceous earth and anti-scalant, are relatively minor.

Source: M3, 2023

Figure 14-3:Santa Cruz Plant Primary Reagents and Consumables

14.7	QP Opinion

Based on the results of metallurgical testwork reported in Section 10 of this report, the land and permitting status of the Project, and the maturity of design for the Santa Cruz plant, it is the opinion of the M3 QP that the layout designs, equipment sizing and designs, and interpretations meet standard industry practices and are adequate for this level of study.

September 2023
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15	Infrastructure
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15.1	Location & Roads
---	---

The Santa Cruz Project is located 11 km west of Casa Grande, Arizona. It is approximately 9 km southwest of ASARCO’s Sacaton open pit copper deposit. The Santa Cruz Project covers a three primary copper deposits and various exploration areas along a belt of deposits approximately 11 km long and 1.6 km wide. The Santa Cruz Project located in in Township 6 S, Range 4E, Section 13, Quarter C.

From a standpoint of logistics, the Santa Cruz Project is well accessed and well served by highways and paved roads surrounding the property. Figure 15-1 shows the location of the Santa Cruz Project relative to highway and road access to the property. Two US Interstate highways, I-8 to the south and I-10 on the east are 8 km and 15 km from the Project site, respectively. State Highway 84 between Casa Grande and Stanfield borders the south of the property. The West Maricopa – Casa Grande highway borders the property on the northeast side and runs parallel to the United Pacific Southern Pacific (USPS) rail line. A network of paved and improved unpaved roads run along section and quarter section lines throughout the Project area.

Source: M3, 2023

Figure 15-1:Project Location and Road Network

September 2023
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15.2	Project Layout
---	---

The Santa Cruz Project lies in a flat valley west of the city of Casa Grande. The land is nearly completely level except for a small depression along the wide ancestral Santa Cruz flood plain. The Santa Cruz mine and plant site are shown on the Project site plan as Figure 15-2. Prominent features included in the site plan include the mine portal, the trace of the railveyor that delivers mineralized material from the underground mine to the plant, the plant site proper, the Tailing Storage Facility (TSF), two phases of the mine solar field, the borrow pit for the TSF impoundment fill, the paste backfill plant, the mine administration buildings, the mine workshops and ancillary facilities, the proposed main substation, and the water settling pond for collecting mine dewatering water. With the exception of the TSF, these facilities lie outside of the Santa Cruz River flood plain.

The layout as presented reflects the current level of study. Modifications to the Project site plan will be evaluated as engineering and permitting progress at more advanced levels of study.

September 2023
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Source: M3, 2023

Figure 15-2:Santa Cruz Site Plan

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Figure 15-3 is a general arrangement showing some of the mine and plant facilities in better detail. One of the priorities in the layout of the facilities is to keep some separation between the mine and plant buildings.

A minimum of the facilities were located directly above the Santa Cruz mineral deposit to avoid any subsidence that could disturb surface facilities. Most of the mine shops that are located within the outline of the Santa Cruz mineral deposit footprint are light structures with a minimum of potential for settling.

Figure 15-3 also show the location of the ventilation chiller located on the east side of the plant. The Chiller needs to be located where is can best access the underground workings to support mining in hot conditions. The paste backfill plant is also located over the top of the Santa Cruz mineral deposit to be able to reach the stopes that require backfill by gravity.

The water settling pond will be the collection point for dewatering water from development wells during construction and water pumped from the underground mine sumps during development and operations. It will also collect reclaim water from the TSF and filtrate from the paste backfill plant.

September 2023
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Source: M3, 2023

Figure 15-3:Santa Cruz General Arrangement Detail

September 2023
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15.3	Rail
---	---

The Santa Cruz Project has excellent access to railroads. The Union Pacific/Southern Pacific (UPSP) main line is a coast-to-coast railroad that in runs within 5 km of the center of the property. It has numerous sidings along the W Maricopa – Casa Grande Highway that access factories and businesses along its length. While no rail siding and rail unloading yard are presently planned for the Santa Cruz Project, the proximity of the rail line to the Project for short distinct provides logistical advantages for the delivery of the primary consumables: sulfuric acid, cement, limestone, and lime, and the outbound shipping of mineral concentrates and copper cathodes to smelters, ports, and offtakers.

Figure 15-4 shows the UPSP network of railroads across the United States. The major smelters in the US and in nearby Sonora, Mexico can be accessed by rail from the Santa Cruz Project. Also, the major transshipment ports all have rail access that provide advantages for the Santa Cruz Project.

Source: M3, 2023

Figure15-4**: UPSP Rail Network Across Western US**

The Burlington Northern Santa Fe (BNSF) railroad also has routes across northern Arizona, connecting to California as well as points to the east. Figure 15-5 shows the routes of the BNSF and the spur that accesses the Phoenix area. The BNSF system directly accesses the Port of Long Beach, CA as well as the other west coast ports.

September 2023
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Source: M3, 2023

Figure 15-5:BNSF Rail Network Across Western US

15.4	Port Facilities

There are several candidates for port facilities on the west coast that can support the Project. The Port of Long Beach is the largest container port in the US. The Port of Los Angeles can support international shipping as can ports located in San Francisco and Stockton, California. In Mexico, the Port of Guaymas is used for shipping mineral concentrates to overseas smelters.

There is a sulfuric acid terminal in Stockton, California that could be an inexpensive source of acid for the property. Figure 15-6 shows the location of the nearest ports as well as the distribution of inland smelters.

September 2023
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Source: M3, 2023

Figure 15-6:Ports and Copper Smelters in the Western US and Mexico

Smelters are located in Arizona at Hayden (ASARCO) and Miami (Freeport McMoran). The Hayden smelter is currently closed and the future of this facility is currently unknown. The Kennecott smelter (Rio Tinto) in Magna, Utah, is also accessible by railroads. Another inland smelter is the Nacozari smelter (Grupo Mexico) located in Sonora, Mexico. This facility accepts mineral concentrates from ASARCO mines and supplies sulfuric acid to its properties.

15.5	Tailings Disposal

KCB prepared the TSF initial assessment design for the Santa Cruz Project.

15.5.1	TSF Siting and Foundation Characterization

The TSF is located within the Project’s property boundary and sited to avoid: the underground ore body outline, mine’s infrastructure, and the 1% annual exceedance probability (AEP) (1 in 100 yr return period) floodplain from Federal Emergency Management Agency (FEMA) (2007) flood hazard mapping (Figure 15-7). The TSF is sited primarily in the 1 in 0.2% AEP (500-yr return period) floodplain (FEMA 2007).

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Subsurface geotechnical hydrogeological investigations have not been performed to characterize the properties or conditions of the TSF foundation for design. Drilling conducted in other areas of the Project site, and surficial geology maps produced by the US Geological Survey (Klawon et al. 1998) indicate the TSF is founded on thick (> 200 m) floodplain sediments (CNI 2022). As such, these sediments are the likely foundation units that will influence TSF design. The regional groundwater table in the TSF footprint is assumed to be > 100 m below surface based on investigations performed in the mine area.

September 2023
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Source: KCB, 2023

Figure 15-7:SiteLocation, General TSF Layout, and Flood Risk

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15.5.2	Design Basis
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The following summarizes key design basis assumptions for the TSF:

●	The<br> TSF operating life is 23 years. Based on annual tailings production and underground backfill<br> requirement estimates, an average of 6,750 tonnes per day (t/day) and a maximum of 9,800<br> t/day of tailings will be sent to the TSF.
●	The<br> TSF will have capacity to store all tailings that are not used for underground backfill.<br> For TSF design, a target total tailings tonnage of 56.7 Mt was selected.
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●	The<br> tailings comprise ~30% sand-sized and ~70% silt/clay sized particles based on index testing<br> performed to date. Based on understanding of the ore body geochemistry, ore and tailings<br> processing methods and tailings test work completed to date, IE has indicated that the<br> tailings are assumed to be non-potentially acid generating (NPAG).
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●	Tailings<br> will be transported from the plant site at 60% to 65% solids by weight and discharged as<br> a slurry from a perimeter embankment. For TSF sizing KCB assumed an average tailings beach<br> slope angle of 1%.
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●	An<br> average tailings dry density of 1.4 t/m^3^ for TSF sizing, resulting in a total<br> storage volume of 40.5 Mm^3^. The TSF starter dam will be sized to store the first<br> two years of tailings production (1.0 Mm^3^).
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●	The<br> TSF will meet stability, water management and closure criteria that align with ADEQ (2005)<br> and internationally recognized guidelines for TSF design (GTR 2020, CDA 2019).
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15.5.3	Design Features
---	---

The ultimate TSF footprint is shown on Figure 15-7 and covers an area of approximately 170 hectares. Pipeline(s) and associated pumps, designed by others (not shown on Figure 15-7), will transport thickened tailings slurry from the plant site to the TSF. Due to very little topographic relief within the TSF footprint (from 403 masl to 407.3 masl), the TSF will have a ring dyke/perimeter embankment configuration with tailings deposited from the embankment crest towards the middle of the impoundment. The TSF footprint is expanded, as far as practical, to reduce overall embankment fill requirements and improve embankment fill to storage ratios.

Key features of the TSF during operations are summarized below and illustrated on a schematic cross section on Figure 15-8.

A starter dam constructed from compacted, structural fill sourced from within the TSF impoundment. Details are summarized in Table 15-1.

●	A<br> progressively raised, perimeter embankment constructed from compacted, structural fill sourced<br> from an on-site borrow area and a geomembrane liner for seepage control (details summarized<br> in Table 15-1). The perimeter embankment will be raised using a centerline approach whereby<br> the embankment centerline established with the starter dam is maintained throughout operations<br> and each raise is constructed by placing fill onto the tailings beach and onto the downstream<br> slope of the previous raise. The centerline of the embankment remains founded on structural<br> fill throughout operations. This approach has the following benefits:
o	Eliminates<br> need to develop a structural zone within the deposited tailings to meet stability compliance<br> criteria.
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o	Maintaining<br> the centerline simplifies liner raising.
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●	A<br> liner system within the TSF impoundment, below the tailings, comprised of low permeability<br> layers (80 mil high-density polyethylene (HDPE) liner overlying a 300 mm thick layer of low-permeability<br> compacted fill) and an above-liner drainage layer (450 mm thick layer of 19 mm-minus sand<br> and gravel with perforated HDPE pipes spaced 60 m apart), to limit seepage into the<br> foundation. The perforated pipes in the above-liner drainage layer will report to solid HDPE<br> pipes which run below the embankment and convey water to the perimeter sumps (see below).<br> This approach generally follows the ADEQ (2005) Prescriptive guidelines for TSF design. The<br> requirements for the liner system will be reviewed in future design stages when the geochemical<br> characteristics of the tailings, process water and foundation are better understood.
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●	Riprap<br> for embankment slope erosion protection which will be progressively placed as the ultimate<br> downstream slope of the perimeter embankment is established; and
---	---
●	Contact<br> water collection ditches and sumps along the toe of the embankment to collect slope surface<br> runoff and flow from the above-liner drainage layer.
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Table 15-1:Starter Dam and Ultimate Embankment Summary

Parameter	Starter Dam	Perimeter Embankment (End of Operations)
Storage<br> Capacity	1.35<br> Mt tailings (1.0 Mm^3^) + Operating Pond + Inflow Design Flood (IDF) (0.3 m) + 1.0 m freeboard	56.7<br> Mt tailings (40.5 Mm^3^) + Operating Pond + IDF (0.3 m) + 1.0 m freeboard
Crest<br> Elevation	409.2<br> masl.	453.5<br> masl
Crest<br> and Slope Details	3H:1V<br> downstream slope<br><br> <br>2H:1V upstream slope<br><br> <br>25 m crest width	3H:1V<br> downstream slope<br><br> <br>Vertical upstream face<br><br> <br>25 m crest width
Height	2<br> to 6 m	46<br> to 50 m
Fill<br> Volume	0.6<br> Mm^3^	19.8<br> Mm^3^

Source: KCB, 2023

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Source: KCB, 2023

Note: Not to scale

Figure 15-8:TSF Embankment Schematic Cross Section During Operations

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15.5.4	Embankment Stability
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TSF stability was analyzed using the 2D limit-equilibrium analysis software Slope/W (GeoStudio 2021.3) for the following scenarios:

●	Static:<br> normal loading conditions with effective friction angles assigned to all materials.
●	Post-Earthquake:<br> post-earthquake loading conditions using effective friction angles for the fill and foundation,<br> and residual, undrained shear strength (i.e., liquefied strength) for the tailings.
---	---
o	Uncertainties<br> regarding the tailings’ response to seismic loading at this design stage are managed<br> by the assumption that all tailings will liquefy during design earthquake loading. This approach<br> is consistent with guidelines (e.g., GTR 2020) for new TSF designs with potentially brittle<br> failure modes.
---	---

The pseudo-static criterion referenced in the ADEQ (2005) guidelines is not appropriate for this design, where the tailings are assumed to be susceptible to liquefaction. A deformation analysis may be appropriate for future design stages to confirm containment integrity under seismic loading.

The target FoS was achieved for both loading scenarios (Table 15-2). The critical slip surfaces for both loading scenarios were shallow, passing through the embankment fill. Higher FoS was calculated for slip surfaces passing through the tailings. This is due to the embankment design and the resulting wide structural zone supporting the tailings.

Table 15-2: TSF Target and CalculatedFoS

Scenario	Target FoS	Calculated FoS
Static	1.5	2.0
Post-Earthquake	1.2	2.0

Source: KCB, 2023

15.5.5	Water Management

The TSF impoundment will have capacity to store the 72-hour probable maximum flood (PMF) volume above the assumed operating pond volume, while maintaining a minimum 1.0 m freeboard below the embankment crest. The TSF will not have an emergency spillway since the impoundment can store the PMF volume.

The perimeter ditches and sumps located along the downstream toe of the ultimate embankment will collect peak flow reporting from the TSF slopes and collect TSF seepage from the above-liner drainage layer (refer to Section 15.5.3). Water collected in the sumps will be returned to the plant site for reuse in processing or treated, if required, and discharged.

The TSF pond has a net water deficit on an annual basis due to high evaporation rates, as such, the TSF will not be able to supply mill makeup water consistently throughout the year.

15.5.6	Closure Plan

At closure, additional riprap armoring will be placed on the embankment slope and toe to resist the slope runoff and floodplain inundation during the PMF. The TSF impoundment will be re-graded to prevent ponding and covered with a soil cover and vegetated to limit infiltration and resist erosion. Channels will be constructed over the impoundment surface and embankment slopes for surface water routing. Refer to Figure 15-9 for a schematic cross section illustrating some of these features.

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Source: KCB, 2023

Note: Not to scale

Figure 15-9:TSF Embankment Schematic Cross Section – Closure

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15.6	Power
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15.6.1	Power Sources
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Power for the Project could be provided from a number of sources or combination of sources ranging from grid supply to microgrid renewable energy supply. The goal of the mine development is to achieve much of the energy supply from renewable sources either at the start or through a phased in approach during the mine operation. Two independent third parties (Sage Geosystems and KR Saline & Associates), with experience with local grid supplied power and with renewable supplied power, have produced studies for this report regarding energy supply and the potential energy cost per megawatt hour.

Regular grid supplied power could come from one of three potential suppliers that have transmission lines and substations nearby the Project site: Electrical District No.3 (ED-3), Arizona Public Service (APS) or Salt River project (SRP) are the potential suppliers. The latter two are the largest utilities in Arizona and ED-3 is a small local supplier to the Maricopa Stanfield area including the Maricopa Stanfield Irrigation and Drainage District (MSIDD). Figure 15-10 shows the various power transmission lines within close proximity of the Santa Cruz Project. The proposed mine substation and surface facilities lie in the ED-3 service area. ED-3 could be the grid power supplier in the future.

Source: M3, 2023

Figure 15-10:Transmission lines near the Santa Cruz Project

Renewable energy supply (energy storage, batteries probably) could come from an independent power provider (over-the-fence contract agreement), a microgrid renewable energy system or as wheeled in renewable energy as APS supplies currently to some customers. Renewable energy could be generated and stored on site in the first two options mentioned. There is very high solar irradiation at site (Arizona has the highest solar irradiation factor in the nation) so PV solar energy would be an option. Additionally, the site is situated over a significant source of geothermal energy that could be used to generate power by conventional geothermal methods. A combination of solar, geothermal and battery storage was evaluated by both consultants mentioned above.

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Several energy supply solutions were evaluated ranging from all or a portion of the power coming from the grid from ED-3 and/or all or a portion coming from renewable energy provided by an independent power provider. Without consideration for escalation over the next twenty years, the cost of energy ranged from a low of US$71 per megawatt hour (large industrial supply rate from ED-3) to US$121 per megawatt hour for a renewable energy supply from a combination of solar, geothermal and battery storage (from an independent power provider). The base economic case for the Project uses the option where 30% of the energy comes from a local grid source (ED-3 at US$71 per megawatt) and 70% comes from an independent power provider (utilizing a combination of PV solar, geothermal and battery storage at US$121 per megawatt). The weighted average energy cost in the base case is US$106 per megawatt hour.

15.6.2	Power Distribution

Grid power to the site will likely come from the 69kV power line operated by Pinal County Electrical District 3 (ED3). The nearest substation drop from the ED3 power line is located at intersection of State Highway 84 and South Anderson Road, a distance of 5 km from the Santa Cruz main substation at the plant site. At this substation, power will be transformed to 13.8 kV for sitewide power distribution to facilities. Overhead power lines will follow existing roads wherever possible for ease of maintenance and re-use of existing power poles.

Each cluster of process facility will have its own E building and transformer to step down power to the needed voltage. Most process facilities require 480V 3phase 60Hz power for operations. The grinding mills, the EW rectifiers, the chiller facility and the mine ventilation fans will require a higher voltage supply, most likely 4,160 volts.

The underground mine requires three power circuits to be distributed for the mine dewatering pumps, the railveyor, and for a power recharging station for underground vehicles. Three 13.8 kV feeders will be installed on a pole line along 2.5 km of existing roads to the mine E-building at the surface outside the mine portal. From there, the 13.8 kV feeders will be run down the main mine decline for a distance of 5 km to the main mine load center where the power will be stepped down to its operating voltages.

Duct banks will be used inside the plant at road crossings wherever necessary.

15.6.3	Power Consumption

The Santa Cruz Project has a total connected load of 60.8 MW and an annual consumption of between 436,000 MWh and 473,000 MWh in peak years of production.

The connected power for the underground mine equipment averages 26.2 MW. The total annual consumption attributed to the UG mine over the LoM averages 211,000 MWh/y. The high consumers of power in the underground mine are:

●	Mine<br> ventilation fans
●	Mine<br> dewatering pumping system
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●	Railveyor<br> material conveying system
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●	Battery<br> recharging station for electric UG mining equipment
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●	AC<br> cable mobile equipment
---	---
●	Paste<br> backfill plant
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The connected power for the Santa Cruz process plant and surface facilities is 34.6 MW, the annual power consumption during peak production years is 242,000 MW/y. The large consumers of power include:

●	Grinding<br> mills (SAG and ball mills)
●	Leach<br> tank agitators
---	---
●	Electrowinning<br> of copper by DC power
---	---
●	Regrinding<br> and flotation
---	---
●	Slurry<br> pumping o various facilities and unit operations
---	---
●	Ventilation<br> chiller
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The usage load of connected power for the Santa Cruz operation averages 86% of connected power at peak production. is an estimation of power consumption by Year of operation over the course of the mine life.

Mine dewatering from surface wells during pre-production will require generator power for approximately 3 MW of connected power during Years -3 and -2. These costs will be capitalized and are not part of the annual operating costs. Table 15-3 summarizes the power consumption for the Santa Cruz Project over the LoM.

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Table 15-3:Summary of Power Consumption over the LoM for Surface and Underground Facilities

Year	Surface		Underground Mine		Total
	Connected, MW	Usage, MWh	Connected, MW	Usage, MWh	Connected, MW	Usage, MWh
-3
		Running<br> on diesel gensets first 2 years of the Project
-2
-1	-	-	16.53	124,219	16.53	124,219
1	34.63	167,067	21.71	175,131	56.34	342,198
2	34.63	242,404	23.07	194,771	57.70	437,175
3	34.63	240,467	23.45	195,762	58.08	436,229
4	34.63	248,805	23.71	196,467	58.34	445,272
5	34.63	252,963	23.71	197,508	58.34	450,470
6	34.63	249,898	24.60	204,476	59.23	454,374
7	34.63	252,419	24.60	205,393	59.23	457,812
8	34.63	245,601	24.60	202,295	59.23	447,896
9	34.63	245,958	27.74	229,451	62.37	475,409
10	34.63	235,323	27.74	229,213	62.37	464,537
11	34.63	245,119	27.74	227,543	62.37	472,662
12	34.63	232,192	27.74	227,129	62.37	459,321
13	34.63	236,439	27.74	225,636	62.37	462,075
14	34.63	234,413	27.74	226,731	62.37	461,144
15	34.63	236,333	27.74	226,729	62.37	463,061
16	34.63	235,125	27.96	224,423	62.59	459,548
17	34.63	243,957	27.96	224,034	62.59	467,991
18	34.63	239,995	27.92	223,040	62.55	463,035
19	34.63	102,431	27.92	204,691	62.55	307,122
20	34.63	8,743	27.74	184,385	62.37	193,129
	34.63	4,395,651	26.16	4,224,809	60.79	8,620,460

Source: M3, 2023

15.7	Water

The main sources of water for the Santa Cruz Project will come from non-contact dewatering water estimated to be 6 Mm^3^/y and residual passive inflows from precipitation estimated to be approximately 2 Mm^3^/y. Another 170,000 m^3^per water comes from moisture in mined material. Other sources of water: rainwater on ponds, are insignificant.

Precipitation in the Casa Grande area over the years from 2016 to 2020 averages 22 cm/y. Annual evaporation of water averages nearly 250 cm per year (cm/y), far outweighing precipitation.

The total water consumption for the Santa Cruz operation is estimated to be 3,500,000 m^3/y^ (400 m^3^/h). The largest sink for water is entrained water from the TSF. Approximately 37% of the tailing by weight is water is 37% of which 30% remains entrained after tailing consolidation. That amount translates to 1.65 million cubic meters per year (Mm^3^/y) of water lost to the TSF. Water entrained in paste backfill amounts to approximately 850,000 m^3^per year. The third largest consumer of water at Santa Cruz is water for dust control, estimated to be 290,000 m^3^ per year. Potable water consumption, evaporation from the PLS pond, evaporation for the Water settling pond, and evaporation from the Raffinate pond are each under 100,000 m^3^ per year.

Water will be recovered from TFS seepage and from filtration of tailing slurry during preparation of paste backfill for underground operation amounting to a combined 600,000 to 700,000 m^3^ per year. These two sources of water will be recycled to the Process Water tank, provided the quality of the water is sufficient for use in leaching and flotation.

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Water available for stakeholder distribution is estimated to average approximately 25 Mm^3^/y over the LoM including the development years from early dewatering. The amount of water available for distribution increases from approximately 20 Mm^3^ per year in the early years to nearly 30 Mm^3^/y in the latter years of the mine life due to deeper levels of development and greater inflows are more water at depth. This amount of water for distribution amounts to approximately 3,040 m^3^/h.

15.8	Pipelines

A natural gas pipeline crosses the Santa Cruz property and accesses various residential customers, farms, and businesses west of Casa Grande. Natural gas could be used in the Santa Cruz plant for hot water heaters for the EW tankhouse and possibly for onsite emergency power generation. Figure 15-11 shows the distribution of natural gas pipelines within the Project site. A section of the pipeline crosses the proposed location of the TSF, so it is probable that this section of the gas line would have to be relocated at some point during Project development.

Source: M3, 2023

Figure15-11: Transmission lines near the Santa Cruz Project

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15.9	QP Opinion
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Met Engineering is of the opinion that the sources and prices of power are well understood and have been interpreted from reliable studies and evaluations by experts in this field.

It is the opinion of KCB, responsible for the TSF design, that the level of assessment and design are appropriate for an initial assessment and represent good industry practice.

It is the opinion of M3, responsible for the infrastructure, that the level of assessment and design are appropriate for an initial assessment and represent good industry practice.

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16	Market Studies
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16.1	Market Information
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Copper metal is a ductile metal with high electrical and thermal conductivity. It is used extensively in building construction, equipment manufacture, power generation and transmission, electrical motors and cabling, and electronics.

Copper is a globally traded commodity that has established benchmark pricing in the form of exchanges such as the London Metals Exchange (LME) or Commodity Exchange Inc. (COMEX). Copper from mine sites is typically sold as either electrowon copper cathode or as a concentrate or precipitate containing a significant amount of copper metal. In 2022, the US copper production totaled 1.26 Mt (USGS, 2023a). Slightly less than half of this production (approximately 44%) was in the form of electrowon copper.

Electrowon copper cathode can be sold to downstream manufacturers for use while copper concentrate must first be smelted to produce blister, matte or anode and potentially further refined before being useful to downstream users.

16.1.1	Market for Santa Cruz

The Santa Cruz Project is envisioned to produce both copper cathode and copper concentrate.

IE has indicated that the copper produced from Santa Cruz will be sold into regional markets within which the Project is located. The Project is envisioned to produce generic copper cathode grading at least 99.9% and concentrate grading greater than 35% copper.

16.1.2	Copper Demand

Copper is required for electrification and equipment manufacturing. In developing areas, copper consumption mainly occurs in the form of infrastructure build-out and the manufacture of equipment and electronics. In developed areas, consumption is typically driven by infrastructure replacement or upgrades and equipment manufacture. The drive toward electrification increases the demand for copper as a result of an increase in power generation, transmission and consumption.

Electrification and continuing development in previously undeveloped areas of the world requires a significant amount of copper and is expected to continue to be a driving force for the consumption of copper. This results in a long-term positive outlook for copper demand over the next several decades. This is somewhat tempered in the near term should significant economic headwinds materialize that slow global growth.

16.1.3	Copper Supply

The USGS estimates that the global copper mine production at 22 Mt in 2022 (USGS, 2023b). The process for discovering, studying, building and bringing new mines into production or out of production is one that can take decades to complete. This results in a slow supply response within the copper market and the likely development of supply deficits and surpluses that will create price volatility. In the long term, these deficits and surpluses will diminish as new operations come online or expansions of existing operations are completed, or existing operation shut down or depleted. However, the market is unlikely to remain in balance for significant periods of time due to the slow supply response and price volatility will result.

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16.1.4	Trailing Price
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Table 16-1 presents the average annual price for copper (LME Grade A).

Table 16-1: Average Annual andSpot Pricing

Year	Year 5	Year 4	Year 3	Year 2	Year 1	Spot (August 15, 2023)
Price (US$/lb)	2.77	2.60	3.78	4.28	3.81	3.69

Source: SRK (S&P Global Data) , 2023

The 3-year trailing average is US$3.95/lb.

16.1.5	Study Price and Sales Terms

Pricing

A price of US$3.80/lb has been selected for this study exercise. This price is below the three year trailing average, equal to the 1 year trailing average and slightly elevated from the current spot price. In the opinion of SRK, this price is generally in-line with pricing over the last 3 years and forward looking pricing is appropriate for use during an Initial Assessment of the Project with an estimated mine life extending into 2048. As the Project progresses, more detailed market work in the form of market studies will be completed to support further study efforts. SRK cautions that price forecasting is an inherently forward looking exercise dependent upon numerous assumptions. The uncertainty around timing of supply and demand forces has the potential create a volatile price environment and SRK fully expects that the price will move significantly above and below the selected price over the expected life of the Project. In light of this expected volatility, it is SRK’s opinion that the selected price is a reasonable assumption for the evaluation of a long term mining asset with a 20+ year life as it provides a neutral price point both in line with historical pricing and with expected long term pricing.

Cathode

Cathode is assumed to be 100% payable with no premium or discount applied. This approach assumes that the cathode has not received registration or certification that would result in in a premium; nor is the cathode assumed to contain any deleterious or penalty elements.

Concentrate

Concentrate terms are generic terms and do not reflect the presence of any deleterious or penalty elements within the concentrate. Table 16-2 presents the concentrate terms applied for this study.

Table 16-2: Concentrate Terms

Item	Unit	Value
Payability	%	96.5
Treatment Charge	US$/dmt	65
Refining Charge	US$/lb	0.065
Transport Cost	US$/wmt	90

Source: SRK, 2023

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16.2	Contracts and Status
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Table 16-3 provides a list of major contracts needed to develop and operate the Project.

Table 16-3: Major Contracts

Contract	Description	Status
Drilling	Contracts for diamond coring, reverse circulation, tricone rotary, and shallow sonic boring	Executed
Mine Decline Development	Contracts for decline development using roadheader	Not executed
Mine Vertical Development	Contracts for shaft sinking and raisebores	Not executed
Mine Supplies	Contracts for explosive delivery, ground support, ventilation, electrical, pumping and miscellaneous consumables	Not executed
Major Equipment Providers	Contracts for major equipment including production equipment, auxiliary equipment, UG infrastructure and miscellaneous equipments	Not executed
Concentrates sales	Contracts for the offtake of copper <br><br>concentrate to generate revenue. Must include conditions for conc. grade, moisture, and penalties as well as payables	Not executed
Cathode Sales	Offtake agreement or sales agreement with commodity warehouse. Must include payables, strike price, cathode purity, and penalties for impurities.	Not executed
Concentrate <br><br>transport	Contracts for transport of copper <br><br>concentrate to buyers.	Not executed
Power Supply	Contracts for supply of local grid power and for renewable power from independent power provider	Not Executed
Sulfuric Acid	Contract for long-term supply of sulfuric acid	Not executed
Limestone/Lime	Contract for long-term supply including transportation to site	Not executed
Cement	Contract for supply of cement for the paste backfill plant including transportation to the site	Not Executed
Diesel/Light Vehicle Fuel Supply	Contract for the supply and delivery of fuel for surface vehicles and diesel underground vehicles to the site	Not Executed

Source: SRK, M3, Met Engineering, Nordmin, 2023

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17	Environmental Studies, Permitting, and Plans, Negotiations, or Agreements with Local Individuals or Groups
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17.1	Environmental Study Results
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17.1.1	Flora and Fauna
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Site flora and fauna are described in a biological evaluation by WestLand Engineering & Environmental Services (WestLand) (2022a) and are summarized here. Undisturbed uplands within and surrounding the property are open with a shrubland community dominated by creosote bush, saltbush, burroweed (Isocoma tenuisecta), desert ironwood (Olneya tesota), barrel cactus (Echinocactus spp.), white thorn (Acacia constricta), and velvet mesquite shrubs (Prosopis velutina). Much of the property south of North Branch Santa Cruz Wash contains abandoned agricultural fields. These abandoned agricultural areas contain the same vegetation community as the less-disturbed areas but with an appreciably higher annual grass and forb component. North Branch Santa Cruz Wash within the property supports xeroriparian vegetation dominated by velvet mesquite, wolfberry (Lycium sp.) creosote bush, and crucifixion thorn (Canotia holacantha). Desert broom (Baccharis sarothroides), Mexican palo verde (Parkinsonia aculeata), desert hackberry (Celtis ehrenbergiana), cocklebur (Xanthium strumarium), and nonnative and invasive tamarisk (Tamarix sp.) are present along North Branch Santa Cruz Wash in low densities, as well as a lone Fremont cottonwood (Populus fremontii). Bermuda grass (Cynodon dactylon) and other grasses and forbs line the irrigation levee that confines Santa Cruz Wash.

WestLand (2022a) describes that wildlife species activity observed within or close to the property include coyote (Canis latrans), javelina (Tayassu tajacu), gray fox (Urocyon cinereoargenteus), round-tailed ground squirrel (Xerospermophilus tereticaudus), common raven (Corvus corax), phainopepla (Phainopepla nitens), Cooper’s hawk (Accipiter cooperii), great blue heron (Ardea herodias), mourning dove (Zenaida macroura), black-tailed jackrabbit (Lepus californicus), greater roadrunner (Geococcyx californianus), turkey vulture (Cathartes aura), and hummingbird spp. (family Trochilidae). Carp spp. (family Cyprinidae) and catfish spp. (family Ictaluridae) were observed in the East Main canal bording a portion of the southwest corner of the property (WestLand, 2022a).

17.1.2	Threatened and Endangered Species

Special-status species include species designated by the USFWS as endangered, threatened, proposed for listing, or candidate for listing under the Endangered Species Act and species protected under the Bald and Golden Eagle Protection Act (BEGPA), Endangered Species Act-listed, proposed, and candidate species. WestLand (2022a) evaluated the federal protection status, known suitable habitat, total range, and distribution in Arizona and determined that there are no Endangered Species Act species with potential to occur within the property. No USFWS designated or proposed critical habitat occurs on the property. A search of the Heritage Data Management System using the Arizona Game and Fish Department Online Environmental Review Tool found no records of Endangered Species Act listed special-status species within 3 miles (5 km) of the property (WestLand, 2022a). Two BEGPA species (golden eagle and bald eagle) were determined to have some potential to occur within the property (WestLand, 2022a).

A review of publicly available bald eagle sighting records in the area (ebird, 2023) show eagles perching on transmission poles and irrigation pivots to the west of the property, likely foraging in the agricultural field, irrigation canals, and ponds. There are no breeding behavior observations in the records. An incidental take permit from USFWS may be required for construction activities within 660 ft or blasting within a half-mile of an active eagle nest. As there are no known eagle nests in the area at this time, the Project is not expected to need an incidental take permit. Bald eagle use of the properties to the west of the Project will continue to be tracked, and best management practices will be implemented to protect bald eagles.

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17.1.3	Migratory Bird Treaty Act
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The Migratory Bird Treaty Act (MBTA) is intended to ensure the sustainability of all protected migratory bird species and currently includes protection of 1,106 avian species. Pre-construction clearance surveys are conducted weekly within the Project area to avoid the incidental take of migratory birds during active and evolving exploratory drilling operations.

Nesting migratory bird species identified in the Project area include the horned lark (Eremophila alpestris), red-tailed hawk (Buteo jamaicensis), mourning dove (Zenaida macroura), nighthawk (Chordeilinae sp.), cactus wren (Campylorhynchus brunneicapillus), raven (Corvus corax), ground sparrow (Spizella pusilla), and burrowing owl (Athene cunicularia) (WestLand, 2023).

All employees and contractors are trained on MBTA requirements and the Project’s migratory bird survey and monitoring protocols. Pre-construction clearance surveys and implementation of beneficial practices and procedures to protect migratory bird species will continue throughout the life of the Project.

17.1.4	Surface Water Mapping

Under Section 404 of the Clean Water Act (CWA), the U.S. Army Corps of Engineers (USACE) is responsible for regulating the discharge of fill to surface water features determined to be Waters of the United States (WOTUS). WestLand (2022b) developed a Geographic Information System (GIS) delineation of the ordinary high-water mark (OHWM) within the surface water features of the property using current, publicly available aerial photography and subsequent, targeted field reconnaissance. This delineation was created based on the practices typically utilized by the USACE in assessing ephemeral channels in the arid Southwest.

Westland (2022b) concluded that much of the property has been previously disturbed from its natural state. These disturbances include flood control features, such as the canal identified as the Santa Cruz Wash Canal, paved and unpaved roads, and agricultural practices. These disturbances have removed all potential natural surface water features that may have existed in this area. The only features within the property that possess characteristics of an OHWM (and may be potential WOTUS) are the North Branch of the Santa Cruz Wash and the constructed Santa Cruz Wash Canal.

The North Branch of the Santa Cruz Wash is the downgradient extension of the Santa Cruz River between the Santa Cruz Flats to the south and the confluence with the Gila River to the north. This feature possesses the characteristics of an OHWM including changes in soil character, debris, scour, and an abrupt change in plant community. Based on the observed vegetation, it is possible that the channels of this feature may possess adjacent wetlands. The constructed Santa Cruz Wash Canal also serves a similar function as the North Branch, namely channeling flows from the Santa Cruz River northward through the City of Maricopa and the Ak-Chin Indian Community, towards the confluence with the Gila River to the north. As this canal serves to connect two other potential WOTUS (the Santa Cruz River and the Gila River), the canal is itself a potential WOTUS.

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It is important to note that the USACE retains the final authority for determining the presence of WOTUS and has, to date, not been asked to provide its concurrence with this delineation. However, the Project has been designed to avoid impacting potential WOTUS and is not expected to require a permit under Section 404 of the CWA.

17.1.5	Cultural Heritage

An archeological evaluation of the property was completed by SWCA in 2005 and 2006 (Foster et al., 2006). In 2022, IE enlisted WestLand and their tribal monitor team to complete a Class III Cultural Survey to reassess 20 previously recorded sites (Middleton, 2022) and their eligibility for listing in the National Register of Historic Places (NRHP). Of the 20 sites reassessed, five sites were recommended eligible for listing in the NRHP. Despite there being no federal permitting or requirements under Section 106 of the National Prehistoric Preservation Act for private lands, the Santa Cruz team is committed to working directly with descendant communities to help preserve and protect places of important cultural value.

17.1.6	Air Quality

The Santa Cruz Project is committed to responsible environmental management, with a particular focus on minimizing air quality impacts. This section provides an overview of the anticipated air emissions and the control measures that will be implemented to reduce those emissions. Through a thorough assessment of air emissions and the implementation of effective mitigation strategies, the Project is expected to be categorized as a synthetic minor source.

The challenges of operating in an arid climate are of particular concern to the Santa Cruz Project, especially regarding the location of the Project, within the West Pinal County PM10 (particulate matter emissions with a diameter less than 10 microns) Nonattainment Area. Recognizing this, the Project will take specific measures to control and effectively mitigate dust. These measures will be in alignment with both local and state requirements, demonstrating the Project's commitment to environmental stewardship.

The primary sources of air pollutants from the Project include:

Dust: Generated from mining activities, material handling, transportation, stockpiling, and windblown dust.

CombustionEmissions: Emissions from the operation of generators, equipment, and other fuel-burning equipment.

The Project is expected to be a synthetic minor source for regulated air pollutants. This means that while potential uncontrolled emissions may be above major source thresholds, they will be reduced to levels below major source thresholds through the implementation of operational restrictions and emission control technologies and practices.

The Santa Cruz Project will employ a multifaceted approach to air quality management, focusing on both the prevention and mitigation of emissions:

WaterSprays and Enclosures: For material handling activities, water sprays and enclosures will be strategically utilized to control dust emissions. Water sprays help increase the material moisture content, reducing the potential for dust generation, while enclosures capture and contain the dust and limit the potential dust generation from exposure to high winds.

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Controlof Fugitive Dust within the West Pinal PM10 Nonattainment Area: Recognizing the specific requirements of the West Pinal PM10 nonattainment area, additional control measures will be put in place to reduce PM10. This will include enhanced dust suppression techniques using water or chemical suppressants, paving areas of high traffic, and the potential implementation of operational restrictions (e.g., reduced speed limits or pausing work during high wind events). The Project's dust control measures will be designed to comply with all applicable regulations and guidelines for this specific nonattainment area.

SelectiveCatalytic Reduction (SCR) for Generators: Non-emergency generators will be equipped with SCR systems, a technology that converts nitrogen oxides into nitrogen and water. This method is highly effective in reducing emissions associated with combustion activities.

RegularMonitoring and Maintenance: As required by regulations and applicable permits, continuous monitoring, scheduled inspections, regular maintenance of equipment, and documentation of such activities may be implemented to ensure that all emission controls are functioning effectively, and best management practices are being followed. Additionally, comprehensive employee training is integral to this process, equipping personnel with the necessary knowledge and skills to prevent, recognize, and mitigate avoidable emissions.

17.1.7	Carbon Intensity

As part of IE’s commitment to responsible resource extraction, a comprehensive carbon impact assessment has been conducted. This assessment evaluates the expected Scope 1 and Scope 2 emissions associated with the Project over its lifetime and compares these emissions to the average carbon intensity for copper mining.

The global warming potentials (GWPs) used in this assessment were derived from Table A–1 to Subpart A of Part 98 of the US Code of Federal Regulations. This table provides the 100-year GWPs for various greenhouse gases (GHGs), as defined in the Intergovernmental Panel on Climate Change's (IPCC) Fourth Assessment Report (AR4). Utilizing these GWPs allows for the conversion of different GHGs into carbon dioxide equivalents (CO2e), standardizing their impact on global warming. Scope 1 emissions include all direct GHG emissions that are emitted from sources owned or controlled by the organization. In the context of the Santa Cruz Project, these emissions primarily originate from on-site fuel combustion and ore extraction processes.

The direct emissions will mainly come from the combustion of diesel fuel for the operation of mining equipment, excavation, material handling, and transportation of the extracted ore. Emissions will also be produced from the use of explosives in the development and mining processes.

The calculation of Scope 1 emissions relies on methodologies grounded in industry standards and federal guidelines. Specifically, emissions from fuel combustion were estimated using the emission factors outlined in Tables C-1 and C-2 to Subpart C of Part 98 from Title 40 of the US Code of Federal Regulations. These tables provide greenhouse gas emission factors for various types of fuel, which have been integral to estimating the emissions resulting from onsite fuel combustion processes. In addition to this, industry-standard emission factors to capture the emissions generated from other direct sources, such as the usage of explosives in mining operations, were also utilized.

Scope 2 emissions refer to those resulting from the generation of electricity, steam, heating, and cooling that are purchased or acquired by an organization. In the context of the Santa Cruz Project, these emissions include the electricity consumed in various activities such as the crushing and grinding of ore, as well as ancillary functions like lighting, ventilation, and office operations.

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The Santa Cruz Project, however, is forging an innovative path by planning to utilize a solar and geothermal-driven microgrid. This state-of-the-art system will enable the Project to use 70% renewably generated electricity by the third year of construction and operation, drastically reducing Scope 2 emissions. By using solar and geothermal energy, the Project not only aligns with environmental best practices but also demonstrates leadership in sustainable energy in the mining industry. The CO2 equivalent (CO2e) emissions avoided by using 70% renewable energy are shown in Figure 17-1.

Source: Tipple Consulting, 2023

Figure17-1: Scope 1 and 2 CO2e Emissions and Avoided Emissions

The Scope 2 emissions for the early phase of Santa Cruz Project were derived from representative emission factors from neighboring utility providers. These representative emission factors represent the estimated emissions generated per unit of electricity consumed and are important for estimating the greenhouse gas emissions associated with the use of purchased electricity.

The carbon intensity of a mining Project represents the amount of CO2e emissions generated per unit of copper equivalent. A review of sustainability reports from 2021 and 2022 shows that carbon intensities in the global copper mining industry generally range from 1.5 to 6.5 t CO2e per tonne of recovered copper. The average figure stands at approximately 3.9 t CO2e per tonne of copper equivalent, encompassing both Scope 1 and 2 emissions.

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Two examples of future mining Projects with a strong emphasis on minimizing global warming impact have reported their expected carbon intensities as in Table 17-1.

Table 17-1:Expected Carbon Intensity of Other Mining Projects

Location	Carbon Intensity (Scope 1 and 2)<br><br> <br>tonne CO2e/tonne copper equivalent	Type of Product
Argentina	0.90 – 1.07	cathode/concentrate
United States	0.12	concentrate

Source: Tipple Consulting, 2023

For the Santa Cruz Project, which will produce a combination of copper cathode and copper concentrate (approximately two thirds cathode), the anticipated average carbon intensity is 0.49 t CO2e per tonne of copper for Scope 1 and 2 emissions across both development and mining stages. Considering only the mining phase (projected to span from 2029 to 2048), the expected carbon intensity is somewhat lower, dropping to 0.45 t CO2e per tonne of copper equivalent. Further, Santa Cruz’s production of mostly copper cathode will minimize the emissions associated with processing the mined copper into a usable raw material after the sale of the copper product, in contrast to projects that focus solely on producing copper concentrate.

Employing a 70% renewable microgrid will allow the Santa Cruz Project to produce copper with one of the industry's lowest carbon intensities. Such intensities highlight IE 's commitment to implementing cutting-edge mining techniques, conserving energy, and utilizing renewable energy. The annual carbon intensities for 70% renewable microgrid utilization can be seen in Figure 17-2.

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Source: Tipple Consulting, 2023

Figure17-2**: Annual CO2e Emissions and Intensities**

17.1.8	Surface Water Monitoring

A baseline surface water monitoring program (Section 13.3.1) has been implemented to support permitting processes.

17.1.9	Groundwater Monitoring

Area water quality data, spanning from roughly 1976 to 2000, have been reviewed to understand historic baseline conditions. Additional water quality sampling to establish a current baseline is planned for this year. Review of the historic water quality indicates that area bedrock and overburden water quality generally meet Arizona Drinking Water Standards (ADWS) with a few exceptions:

·	Water quality in many overburden wells exceeds<br>ADWS for gross alpha (15 picocuries per liter (pCi/L)), with concentrations as high as 50 pCi/L (uncorrected for natural uranium or radon).
·	Numerous overburden wells and a few bedrock wells<br>indicate arsenic above ADWS (0.01 milligrams per liter (mg/L) (revised proposed standard)), with concentrations approximating 0.04 to<br>0.05 mg/L.
·	Nitrate concentrations in a number of overburden<br>wells exceeds ADWS (44 mg/L), with concentrations as high as 55 mg/L.
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It is suspected that elevated nitrate concentrations are associated with area agricultural activities, whereas the arsenic and gross alpha exceedances are likely tied to local leaching of overburden and mineralized bedrock, as supported by the ongoing materials characterization program.

A groundwater monitoring program to continue collecting baseline water quality data is in development.

17.1.10	Material Characterization

Material characterization studies have been initiated and are ongoing. The purpose of the mine characterization studies for the Santa Cruz Project is to develop the site environmental conceptual model and to understand both long-term material environmental behavior and environmental risks associated with various planned waste facilities. Baseline water quality studies have also been initiated to quantify pre-mining water quality within and around the planned project footprint.

Anticipated mine material types can be developed into three broad project classes, as follows:

Mine-access material includes both overburden and bedrock material that must be mined to develop the Project. The mine-access material may potentially be stored on the surface during or after development of underground access to the mine area. Access area overburden has been extensively characterized, while access area bedrock material is currently being sampled and characterized.

Mine area material refers to mineralized bedrock that will be excavated predominantly as ore for processing with accompanying minor waste rock. A preliminary set of mineralized bedrock samples has been characterized, with additional samples currently being characterized and more samples anticipated in future years.

Ore processing residuals are initial bench-scale samples of mill/flotation tailings and heap leach spent ore that have been characterized. Additional tailings and spent ore samples are expected in future years as the mine and metallurgical plans evolve and as associated geochemical test programs advance. Paste tailings samples are currently being generated and will be characterized later this year.

Results of the various characterization programs indicate that the following broad conclusions can be drawn about expected environmental behavior of various material types that will comprise future waste facilities at Santa Cruz:

·	All<br> overburden (access material) material is non-acid-generating and contains considerable neutralization potential that makes it<br> potentially useful as borrow/construction material that would not generate acidic and/or metalliferous drainage (AMD)/metal leaching<br> (ML). Overburden material also exhibits low-level arsenic-leaching potential, which will need to be further evaluated (especially in<br> light of potentially elevated baseline arsenic in groundwater; see previous section).
·	Mine-area, mineralized bedrock is mixed potentially<br>acid-generating and non-acid-generating. Although exact proportions are currently unknown as characterization studies continue, bedrock<br>appears likely to be at least 50% non-acid-generating. Under acidic conditions, bedrock drainage quality is expected to be acidic pH (~3),<br>with high concentrations of sulfate and chalcophile metals. Under alkaline conditions, bedrock indicates some potential in initial materials-characterization<br>testing to leach low to very low concentrations of oxy-anions (e.g., antimony and selenium), natural uranium, and presumably some natural<br>uranium decay products.
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Spent ore and tailings are both likely to be non-acid-generating based on preliminary test results. Tailings process water is expected to be alkaline, contain high sulfate and likely very high chloride (due to processing of atacamite). Spent ore process water will likely be acidic.

17.2	Permitting and Authorizations

Table 17-2 lists the federal, state, and local permits required as a precursor for project construction.

Table 17-2:Permitting Table

Jurisdiction	Agency	Permit Needed	Description	Comment
Federal	USEPA	RCRA	Resource Conservation Recovery Act – Hazardous Waste Management	Waste accumulation threshold will determine when hazardous waste ID number (permit) is required
Federal	USFWS	MBTA	Migratory Bird Treaty Act	Ongoing monitoring and implementation of beneficial practices throughout life of project
Federal	USEPA	Class V UIC Permit	Underground Injection Control Permit for tailings paste backfill	Permit by rule or individual permit depending on materials characterization; UIC program expected to be under state jurisdiction by 2027
State	ADEQ	APP	Aquifer Protection Prescriptive or Individual Permit	Facility-specific permit for tailings, waste rock, and contact water ponds
State	ADEQ	Recycled Water <br><br>Discharge Permit	Redistribution of excess treated water to priority users	For distribution of treated water for third party uses (e.g., irrigated crops).
State	ADWR	45-513 – Groundwater <br><br>Withdrawal Permit	Permit to withdraw groundwater for dewatering purposes in an Active Management Area	Project is within the Pinal Active Management Area
State	ASMI	MLRP	Mined Land Reclamation Plan	Closure plans developed as part of IA/PFS.
State	Arizona Department <br><br>of Transportation <br><br>(ADOT)	Encroachment Permit	Permit for access off Hwy 84	Traffic Impact Analysis completion required prior to permit submittal
County	PCAQCD	Air Quality <br><br>Control Permit	Air permit determined by quantity of emissions from stationary sources and process emissions	Required for any industrial operation that has the potential to emit 5.5 pounds per day or 1 ton per year of any regulated air pollutant is required to obtain a permit from Pinal County Air Quality
County	PCAQCD	Dust Permit – West <br><br>Pinal Non-Attainment	Pinal<br> County Dust Control Permit	Existing permit will be amended as needed
City	City of Casa <br><br>Grande	Special Flood Hazard <br><br>Area Development Permit	Any development that is proposed within a floodplain requires a permit	Likely not required as facilities have been designed to avoid development within Special Flood Hazard Areas
City	City of Casa <br><br>Grande	General Plan <br><br>Amendment	Major amendment to city plan	Required to include mining operations and infrastructure within city limits.
City	City of Casa <br><br>Grande	Major Site Plan/PAD <br><br>Plan	Major Amendment to existing PAD plan	Required to accommodate industrial use/mining operations in a PAD zone

Source: IE, 2023

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17.3	Requirements and Plans for Waste and Tailings Disposal, Site Monitoring, and Water Management During Operations and After Mine Closure
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Arizona Best Available Demonstrated Control Technology (BADCT) guidance defines discharge as “the addition of a pollutant from a facility either directly to an aquifer or to the land surface or to the vadose zone in such a manner that there is a reasonable probability that the pollutant will reach the aquifer.” Operators must demonstrate, within their mine plans, that such discharges will be prevented or that waste facility design effectively manages any discharge to prevent discharge from traveling beyond compliance points. BADCT stipulates the following with respect to planning for materials and water management and design of storage facilities:

·	Applicant<br> proposes and presents a waste characterization plan to the ADEQ. A site-specific sampling<br> and analysis plan has been submitted to ADEQ and is continuously revised as new test material<br> becomes available.
·	Waste<br> facilities can be designed with pre-designated engineered containment (prescriptive approach)<br> under the assumption that facilities will be discharging and that the discharge will need<br> to be managed.
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·	Waste<br> facilities can also be designed without pre-designated containment (individual approach).<br> This approach places the burden on the operator to demonstrate that any facility discharge<br> will not result in downgradient impacts to aquifer, vadose zone, or land surface.
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·	Monitoring<br> for compliance with facility Aquifer Protection Permit (APP) will be dictated by the conditions of the permit.
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Based on BADCT guidance for materials and water management and the results of characterization testing performed to date, the following plans would be typical for waste and tailings disposal, site monitoring, and water management during operations and after mine closure:

·	Metal Leaching/Acid Rock Drainage (ML/ARD) Management Plan: The ML/ARD management plan should<br> include definitions and classification criteria for potentially metal-leaching and acid-generating<br> materials, handling and storage plan, monitoring plan, sampling plan, and contingency plan.
·	TSF Operations, Maintenance, and Surveillance (OMS) Manual: The OMS manual contents should include information such<br> as governance (such as roles, responsibilities, and authority, communication, training) TSF<br> description, operational requirements (such as performance objectives and Trigger Action<br> Response Plan (TARP)), maintenance requirements, surveillance requirements (number, type,<br> instrumentation, frequency), and linkages with the Emergency Response Plan.
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·	Site-Wide Water Management Plan (WMP): The site-wide WMP should include information specific to the TSF,<br> such as TSF water balance, water management plan, protection against floodplain, flood management,<br> seepage management, discharge management, risks of TSF runoff/seepage discharge<br> to the receiving environment, TSF water quality and quantity mitigation measures, and trigger<br> response plan for upset conditions.
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·	Site-Wide Surface Water and Groundwater Monitoring Plan: The site-wide water monitoring plan should<br> include information such as monitoring objectives, methods, rationale for the monitoring<br> locations and depths, water quality parameters to be monitored, sampling frequency and period,<br> analytical testing procedures, QA/QC methods, and reporting requirements.
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·	Post-Closure Monitoring and Maintenance Plan: The plan should include information specific to the<br> TSF, such as environmental monitoring requirements, annual dam safety inspections, and post-closure<br> maintenance requirements for the TSF closure cover, closure channels, slope and toe riprap.
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17.4	Post-Performance or Reclamations Bonds
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The eventual closure and reclamation of the Santa Cruz Project will be directed and regulated under two separate and somewhat interconnected regulatory programs in Arizona. Both programs are well established in Arizona statutes and rules, are subject to licensing timeframes and the agencies are required by statute to issue approvals when credible applications are deemed administratively and technically complete.

·	The<br> first program, established in Chapter 5 of Title 11 of Arizona Revised Statutes (ARS) authorizes<br> the Arizona State Mine Inspector (ASMI) to establish mined land reclamation requirements.<br> The ASMI’s primary role in this context is the approval (or denial) of mined land reclamation<br> plans submitted by all metalliferous and aggregate mining units and exploration operations<br> with surface disturbances greater than five acres on private lands within the State of Arizona.
·	The<br> second program, established in ARS Title 49 Chapter 2, authorizes the Arizona Department<br> of Environmental Quality (ADEQ) to regulate discharges (or potential discharges) to an aquifer<br> or vadose zone in the State or requires those who operate a facility that discharges to obtain<br> an APP. While typically considered an operational permit, the<br> APP program also considers the eventual cessation of operations and the restoration of vadose<br> and aquifer conditions.
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17.4.1	Arizona State Mine Inspector: Reclamation Plan
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The ASMI reviews and analyzes reclamation plans (including reclamation cost estimates) and approves or denies proposed reclamation plans. ASMI is also responsible for the coordinated review and approval of reclamation plans with other state and federal land use agencies as well as conducting on-site inspections to determine compliance with the Mined Land Reclamation Act and Rules. Reclamation rules cannot replace or duplicate provisions of Title 49 (see Section 17.4.2) that regulate mining operations with regards to the protection of public health and the environment.

ASMI also has the responsibility to receive an appropriate reclamation financial assurance mechanism to guarantee that reclamation activities and related costs as defined in the Plan can be conducted by a third party in the event of an operator default. Requirements for a Mined Land Reclamation plan cannot supersede an APP closure plan for the same mining unit although financial assurance requirements shall not be redundant, inconsistent or contradictory.

Beginning in 1997, an owner or operator of a new exploration operation or new mining unit cannot create a surface disturbance of more than five contiguous acres until a reclamation plan and financial assurance mechanism are approved by ASMI. Generally, reclamation must be initiated within two years following the cessation of mining activity although the ASMI can generally extend the period in which to initiate reclamation if the operator can demonstrate a reasonable likelihood that the Project can resume. Once closure is initiated, the final reclamation measures shall be performed as stated in the approved reclamation plan (as amended) unless the mining operation is reactivated.

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17.4.2	Arizona Department Of Environmental Quality: Aquifer Protection Permit
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The ADEQ shall consider any application for an individual permit if the application furnishes a design of the discharging facilities sufficient to document those elements of the facility affecting discharge, a description of how the facilities will be operated, a demonstration of existing and proposed pollutant control measures, a hydrogeologic study defining and characterizing the pollution management area and the discharge impact area, a background aquifer analysis, a characterization of the pollutants discharged by the facility and a closure strategy.

Discharging facilities must be designed, constructed, and operated to ensure the greatest degree of discharge reduction achievable through the application of Best Available Demonstrated Control Technologies (BADCT) including, where practicable, technologies that result in no discharge of pollutants. Once permitted, facilities must be constructed and operated in a manner that discharged pollutants cannot cause or contribute to a violation of aquifer water quality standards at the applicable point of compliance for the facility.

Regarding closure, ADEQ may consider a closure strategy and cost estimate rather than a detailed closure plan. Like the ASMI-required bonding requirements, the closure cost estimate shall be based on the costs for a third party to implement the closure strategy or plan (including conducting post-closure monitoring and maintenance) unless the surety mechanism is a self-assurance or a corporate guarantee.

Unless specifically exempted or designed, constructed and operated so that there will be no migration of pollutants directly to the aquifer or to the vadose zone, mine facilities such as surface impoundments, waste rock or overburden disposal units, tailings impoundments, and leaching facilities are generally considered to be discharging facilities and must be operated pursuant to either an individual APP or general permit.

17.5	Status of Permit Applications
17.5.1	Arizona State Mine Inspector: Reclamation Plan
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Although exploration activities previously conducted by IE are subject to an exploration level reclamation plan, IE must submit and obtain approval for a Mined Land Reclamation Plan as established in Chapter 5 of Title 11 in ARS (Plan) prior to initiating actual mining operations. Unreclaimed disturbances from prior or ongoing exploration activities can simply be incorporated into the disturbance footprint of the operating Plan or reclaimed under the existing exploration level plan.

Future mining operations that are the subject of this document will require a Plan. The Plan should be developed once IE has completed at least 75% design drawings for all surface disturbances and structures at the site subject to the Plan. The closure of discharging facilities as defined in APP rules (such as tailings impoundments, process ponds and waste rock stockpiles) must be included within the approved Plan even though the detailed plans and approach to closing these facilities are documented in the APP and approved by the ADEQ. Consequently, the present project design status prevents any substantive APP activities at this time.

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17.5.2	Arizona Department of Environmental Quality: Aquifer Protection Permit
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Future mining operations that are the subject of this document will require an approved APP as established in Chapter 2, Title 49 of ARS. Although the ADEQ does allow pre-application meetings and certain preliminary permitting activities to be conducted under 30% design drawings, the APP can only be approved once IE has submitted at least 75% design drawings for all surface disturbances and structures at the site subject to the permit. Consequently, the Project’s design status prevents any substantive APP activities at this time.

The closure of discharging facilities as defined in APP rules (such as tailings impoundments, process ponds and waste rock stockpiles) must be included within the approved Plan even though the detailed plans and approach to closing these facilities are documented in the APP and approved by the ADEQ. Costs for closing these facilities must be addressed in the APP application package although the ARS expressly prohibits duplicative bonding requirements.

17.5.3	Known Requirements to Post Performance or Reclamation Bonds

Aside from the pending reclamation plan for exploration activities at the site, IE has no current obligations to tender post mining performance or reclamation bonds for the Project. Once the facility achieves the level of design necessary to advance to mine development and operation, IE will need to submit and gain approval of an ADEQ-approved APP and an ASMI-approved Plan. The closure approach and related closure cost estimates must be submitted following approval and before facility construction and operation.

Although a Plan has not yet been developed for the Santa Cruz Project, a preliminary closure cost estimate has been developed. Based on the conceptual design plan described in this document, the estimated closure costs for the Santa Cruz Project are US$27 million.

17.6	Local Individuals and Groups

In alignment with IE’s community engagement and partnership standards, the Santa Cruz Project is being developed with a well-defined strategy to establish and uphold the support of the surrounding communities. At present, the Project has initiated early-stage community outreach and is actively assessing potential partnerships within the local community.

The Santa Cruz Project recognizes the need to keep stakeholders well informed about the Project’s potential economic and community benefits and IE’s commitment to safety and the environment. To achieve this, the Santa Cruz team has initiated meetings with various key groups, including local community leaders, neighboring communities, and regional- and state-level representatives. Consistent communication will continue through the development of a community working group. This group will provide a forum for stakeholder involvement and will allow interested community members to engage with the team as the Project progresses.

Furthermore, the Project team recognizes the potential impacts of noise and dust from the proposed activities and is taking proactive steps to address them. During the facility design phase, engineering controls will be incorporated to minimize noise and dust disturbances and maintain harmony with the surrounding community. IE plans to create an all-encompassing environmental, social, and governance framework designed to effectively address any community concerns and ensure that the Santa Cruz Project operates in a socially responsible manner.

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17.7	Mine Closure
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As discussed above, the present level of design considered in this document is insufficient to generate specific closure or reclamation plans as required by ASMI and ADEQ for facility construction and operation. It is possible, based on the conceptual mine plans and facility layout discussed herein, to contemplate certain closure and reclamation obligations and approaches for the following site elements:

17.7.1	Waste and Development Rock Closure and Reclamation Approach

Generally, the APP permitting process will determine the geochemical reactivity of those materials. This geochemical characterization informs the need as well as means and methods for capping and covering these materials to prevent stormwater contamination and seepage that could continue to impact the vadose zone or underlying aquifer. If characterization of these materials suggest that the “wastes” are geochemically inert, then isolation measures needed to prevent water-rock interactions are not necessary. Sufficient geochemical modeling has not been completed to assess if these materials will be inert.

The ASMI will not address or review the adequacy of closure or capping systems in the Plan. However, ASMI will require a geotechnical analysis to demonstrate that the stockpiles are safe and stable under static and pseudo-static conditions.

17.7.2	Tailings Closure and Reclamation Approach

Again, the APP permitting process will determine the geochemical reactivity of tailings materials. This geochemical characterization informs the need as well as means and methods for capping and covering these materials to prevent stormwater contamination and seepage that could continue to impact the vadose zone or underlying aquifer. If characterization of these materials suggest that the “wastes” are geochemically inert, then isolation measures needed to prevent water-rock interactions are not necessary to protect groundwater but still may be required to meet stability requirements below. Sufficient geochemical modeling has not been completed to assess if these materials will be inert.

As with waste and development rock, the ASMI will not address or review the adequacy of closure or capping systems in the Plan. However, ASMI will require a geotechnical analysis by the Engineer of Record to demonstrate that the tailings impoundment is safe and stable under static and pseudo-static conditions and that the impoundment is practically drained and dewatered.

17.7.3	General Grading and Revegetation Approach

There are typically no grading or revegetation requirements included in an approved APP. The ASMI-approved reclamation plan will address all grading, site recontouring and revegetation requirements. To the extent practicable, the Plan will require the grading and recontouring to restore surface topography and drainage patterns. Roads and other compacted areas must be ripped and scarified to encourage the establishment and success of revegetation efforts. Material stockpiles should be graded and contoured to reduce erosive effects of rainfall events, enhance long-term stability, and reduce ponding and infiltration.

Inert materials (such as broken concrete and asphalt) generated from facility decommissioning activities can be buried on-site without a permit provided those materials are categorically inert or are determined to be inert via approved testing protocols.

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17.7.4	Mill and Process Area Closure and Reclamation Approach
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The approved closure approach or plan will require that all process liquid and solid residues will be removed from the mill and leaching circuits. These facilities can be rinsed with the resultant liquids and sediments discharged to an onsite permitted process pond. Liquids can be allowed to evaporate but remaining sludges and sediments must be characterized and profiled for offsite transportation and disposal in order to achieve “Clean Closure” under APP rules.

All solid wastes, laboratory and assay chemicals, and general household wastes must be removed from the structures prior to structural decommissioning. These materials must be recycled or characterized and profiled for appropriate offsite transportation and disposal.

17.7.5	Process and Chemical Ponds Closure and Reclamation Approach

The approved ADEQ APP will require that process ponds are eventually drained and cleaned to remove remaining sludges and sediments. Liquids can be allowed to evaporate but remaining sludges and sediments must be characterized and profiled for offsite transportation and disposal in accordance with APP rules. Once drained and cleaned, pond liners can be perforated and buried onsite or transported from the property as solid waste.

The ASMI-approved Plan will not address pond closure per se, but any remaining surface depressions must be regraded to achieve the safe and stable requirements of the reclamation rules. These efforts would typically be addressed in the general grading and reclamation approach.

17.7.6	Structural Decommissioning Approach

The ADEQ-approved APP closure plan will not specifically address the decommissioning of surface structures aside from the requirement that any process liquids or residues are not discharged in an uncontrolled manner.

The ASMI approved Plan will address structural decommissioning efforts to the extent that closure cost estimates include the demolition and removal of all surface facilities not specifically excluded from the Plan. The ASMI does allow the retention of specific structures such as water wells, utility infrastructure or buildings where these structures can enhance the productive post-mining use of the property. These facilities must be specifically identified in the approved Plan.

Again, any remaining surface depressions must be regraded to achieve the safe and stable requirements of the reclamation rules. Inert materials (such as broken concrete and asphalt) generated from facility decommissioning activities can be buried on-site without permit provided those materials are categorically inert or are determined to be inert via approved testing protocols. These efforts would typically be addressed in the general grading and reclamation approach.

17.7.7	Underground Operations Closure Approach

The ADEQ approved APP will require that all fuels, chemicals, wastes, and explosives used in the development and operation of underground operations are removed and disposed to prevent potential impacts to mine flooding. Fluid-containing equipment and machinery left underground must be drained and any hydrocarbon-impacted “soils” occurring as a result of maintenance activities must be removed and properly disposed.

Geochemical and hydrologic modeling required in the APP should predict the resulting rock-water and water-water interactions occurring as a consequence of mine flooding. If these interactions have the potential to impact the aquifer above a specific alert level as measured at the approved points of compliance, then actions prescribed in the APP must be implemented. Sufficient geochemical and hydrologic modeling has not been completed to assess this possibility.

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The ASMI-approved Plan will require that the mine portal and any associated escape or ventilation shafts be appropriately closed and sealed to establish long term safety and stability.

17.7.8	Aquifer Restoration and Post Closure Monitoring Approach

Post closure monitoring related to the APP may include confirmation sampling related to the clean closure of any process areas or individual discharging facilities and the long-term monitoring of groundwater conditions across the site following closure. IE will be required to maintain, survey and routinely sample the monitoring well network including the point of compliance wells until such time as groundwater conditions have stabilized and no constituents of interest are at risk of exceeding an alert level at any of the points of compliance. It is estimated that post closure monitoring will be required for at least ten (10) years depending on the speed at which the aquifer rebounds from dewatering and aquifer conditions stabilize.

The ASMI-approved Plan will require site monitoring to document the effectiveness of grading and reclamation efforts including the success of revegetation. The Plan will require the maintenance of fencing and other site barriers, the removal of trash or wildcat dumping and the repair of any erosion damage to capped and covered structures.

Once groundwater conditions have stabilized and ADEQ grants closure, IE must abandon all monitoring and point of compliance wells in accordance with the APP. Following revegetation success after at least four (4) growing seasons, the ASMI can determine that the site has been successfully reclaimed and return all or part of the reclamation bond established with the ASMI.

Certain facilities (like a large tailings impoundment, for instance) may not achieve clean closure and would thus require long-term monitoring and Engineer of Record involvement. Depending on how quickly these facilities dewater and stabilize, certain types of legacy facilities may not ever be released and declared closed. However, characterization and design efforts at the site have not progressed sufficiently to determine the long-term closure requirements of any facilities.

17.8	QP Opinion

H&A has opined on the Federal and State permitting and closure standards that will impact the closure and reclamation of the Project. This assessment is based on the current regulatory requirements, referenced costing assumptions and sources, and the current level of design and Project planning provided by IE.

The LCG is of the opinion that the environmental assessments summarized herein, including geochemical materials characterization and baseline water quality studies, meet industry standards, reflect current regulatory requirements and are appropriate for the current level of design and project planning provided by IE.

It is the opinion of Tetra Tech, accountable for environmental assessments, permits, plans, as well as negotiations and agreements with local entities, asserts that given current regulatory conditions and IE 's present project design and planning stage, the recognized plans and permitting requirements are adequate for an initial assessment.

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18	Capital and Operating Costs
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Estimation of capital and operating costs is essential to the evaluation of the economic viability of a prospective project. These factors, combined with revenue and other expense projections, form the basis for the financial analysis presented in Section 19. Capital (CAPEX) and operating (OPEX) costs for the Santa Cruz Project were estimated on the basis of an IA mine plan, plant design, estimates of materials and labor based on that design, analysis of the process flowsheet and predicted consumption of power and supplies, budgetary quotes for major equipment, labor requirements, and estimates from consultants and potential suppliers to the Project.

Capital and operating costs are incurred and reported in US dollars and are estimated at an IA level with an accuracy +/-50%.

18.1	Capital Cost Estimates

The Project is currently in the exploration stage. The Santa Cruz Project consists of an underground copper mine that has a conceptual mine schedule containing 105.2 Mt of exotic, oxide, supergene (secondary) sulfide mineralized material. The Santa Cruz process plant is designed to handle 5.5 Mt/y over a period of 20 years. The daily throughput of the process plant is 15,000 tonnes per day (t/d) of mineralized material.

18.1.1	Mining Capital Cost

The construction capital is supported by the following items:

·	Schedule<br> of mine equipment purchases
·	Budgetary<br> estimates for portal, decline and railveyor development
---	---
·	Budgetary<br> estimates for paste backfill plant and distribution system
---	---
·	Budgetary<br> estimates for mine dewatering
---	---
·	Budgetary<br> estimates for vertical shaft development
---	---
·	Cost<br> model estimate to install underground facilities like shops, ventilation systems, refuge<br> chambers, pumping systems, paste distribution, fuel distribution, ancillary equipment, etc.
---	---

Development costs are derived from the mining schedule prepared by SRK. The prepared mining schedule includes meters of development during pre-production, this schedule of meters was combined with unit costs, based on site specific data, to estimate the cost of this development operation. The breakdown of the estimated initial capital costs is shown in Table 18-1.

Table 18-1: Estimated MiningInitial Capital Cost

Item	US$(million)
Capital<br>Development Cost	166.99
Equipment<br>Purchase and Rebuilds	241.24
Mine<br>Services	17.96
Owner<br>Cost	32.75
Contingency	38.76
Total	497.7

Source: SRK, 2023

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The Santa Cruz Project will require sustaining capital to maintain the equipment and all supporting infrastructure necessary to continue operations until the end of its projected production schedule. The sustaining capital cost estimate developed includes the costs associated with the engineering, procurement, construction and commissioning. The cost estimate is based on designs and cost models prepared by SRK with site specific inputs from IE. The estimate indicates that the Project requires sustaining capital of US$462.78 million to support the projected production schedule through the LoM. The sustaining capital cost is shown in Table 18-2.

Table 18-2: Estimated MiningSustaining Capital Cost

Item	US$(million)
Capital<br>Development Cost	60.79
Equipment<br>Purchase and Rebuilds	322.64
Mine<br>Services	0.00
Owner<br>Cost	35.71
Contingency	43.63
Total	462.78

Source: SRK, 2023

Table 18-3 shows the mining capital spend schedule.

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Table 18-3:Mining Capital Spend Schedule

		Period<br><br> <br>(Yrs)	2026	2027	2028	2029	2030	2031	2032	2033	2034	2035	2036	2037
		Period	-3	-2	-1	1	2	3	4	5	6	7	8	9
		Total	Initial<br><br> <br>CAPEX	Initial<br><br> <br>CAPEX	Initial<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX
Capital<br>Development Cost	M$	227.78	0.00	53.27	113.72	11.00	0.67	1.45	1.35	26.58	3.56	4.41	1.36	5.03
Equipment Purchase	M$	563.89	74.50	52.33	114.41	19.23	19.95	21.93	23.77	21.45	20.89	15.42	10.11	40.99
Services	M$	17.96	0.49	3.23	14.25	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00
Owner<br> Cost	M$	68.46	0.25	10.30	22.20	3.55	1.33	1.50	1.52	10.53	2.56	2.30	0.82	4.23
Subtotal	M$	878.08	75.24	119.13	264.57	33.78	21.95	24.88	26.64	58.57	27.01	22.13	12.29	50.24
Contingency (9.4%)	M$	82.40	7.72	9.96	21.09	4.41	1.91	2.54	2.72	5.38	2.44	2.47	1.50	5.70
TotalMining CAPEX with Contingency	M$	960.48	82.96	129.09	285.66	38.20	23.86	27.42	29.36	63.94	29.45	24.60	13.79	55.94
		Period<br><br> <br>(Yrs)	2038	2039	2040	2041	2042	2043	2044	2045	2046	2047	2048
---	---	---	---	---	---	---	---	---	---	---	---	---	---
		Period	10	11	12	13	14	15	16	17	18	19	20
		Total	Sustaining<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX	Sustaining<br><br> <br>CAPEX
Capital<br>Development Cost	M$	227.78	2.10	0.85	0.95	0.19	0.89	0.41	0.00	0.00	0.00	0.00	0.00
Equipment Purchase	M$	570.77	28.58	8.64	6.37	16.81	23.76	14.33	10.57	7.97	11.88	0.00	0.00
Services	M$	17.96	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00
Owner<br> Cost	M$	68.46	2.26	0.81	0.79	0.97	1.42	0.95	0.17	0.00	0.00	0.00	0.00
Subtotal	M$	884.97	32.94	10.29	8.11	17.97	26.07	15.69	10.74	7.97	11.88	0.00	0.00
Contingency (9.4%)	M$	83.09	3.00	0.98	0.66	1.62	2.55	1.38	1.40	1.20	1.78	0.00	0.00
TotalMining CAPEX with Contingency	M$	968.05	35.94	11.27	8.76	19.59	28.62	17.07	12.14	9.17	13.66	0.00	0.00

Source: SRK, 2023

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18.1.2	Process Capital Cost
---	---

Capital costs for the Santa Cruz process plant were primarily estimated using historical equipment quotes from recent M3 projects, material take-offs (MTOs) for earthwork, concrete, steel, and some overland piping, internet quotes for plant mobile equipment, and estimates based on experience with similar projects of this type. The capital cost estimate for the plant is shown in Table 18-4. Some of the costs and quantity estimates used by M3 were supplied by other consultants.

Table 18-4 summarizes the initial capital costs for the Project. The process capital categories include:

Direct Costs

·	Civil<br> Earthworks, Concrete, Steelwork by MTO (comparison with similar facilities from other constructed<br> projects
·	Factored<br> Estimates for Piping, Electrical, and Instrumentation & Controls based on Plant<br> Equipment priced from similar projects
---	---
·	Power<br> Supply Equipment & Infrastructure
---	---
·	Fresh<br> and Process Water Equipment, Ponds & Infrastructure
---	---
·	Ancillary<br> Facilities (Buildings)
---	---
·	Freight
---	---

Indirect Costs

·	Construction<br> indirect costs: mobilization, temporary facilities, temporary, power,
·	Engineering, Procurement and Construction Management (EPCM)<br> costs
---	---
·	Vendor<br> Support & Spares
---	---
·	Contingency
---	---

Owners Costs

·	Owners<br> Management Team Construction
·	Plant<br> Pre-Production
---	---
·	Security
---	---
·	Project<br> Insurance
---	---
·	Recruiting &<br> Training
---	---
·	Warehouse<br> Spares
---	---
·	Permits &<br> Environmental
---	---

Note that Owners costs includes an allocation of US$30 million plus first fills plus plant mobile equipment.

Table 18-4:Estimated Initial Plant Capital Cost Summary

Description	Hours	Total Cost<br><br> <br>(US$ million)	% of Total Capital Cost
Directs	1,290,000	345.4	61.3
Indirects		72.0	12.8
Contingency		111.3	19.7
Owner's<br> Costs		35.0	6.2
Escalation		-	0.0
Total Capital Cost (TCC)		563.7	100.0

Source: M3, 2023

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The initial capital cost for the Santa Cruz plant and infrastructure facilities totals US$563.7 million. This capital cost includes all process areas facilities in the Santa Cruz plant proper starting with the primary crushing, and continuing through grinding, agitated leaching, solvent extraction and electrowinning, leach residue neutralization, leach residue grinding, rougher flotation, concentrate regrinding, cleaner flotation, concentrate dewatering and tailing dewatering and pumping to the TSF. The initial capex includes the ventilation chiller for the underground mine, the main plant substation, fresh and process water ponds, and the batch plant, and the surface ancillary buildings.

The initial plant capex excludes the mining capex, mining pre-production, the paste backfill plant, the mine ventilation fans, and initial TSF costs. These costs are captured elsewhere in the financial build-up.

The expenditures percentages by development year are:

·	Year<br> -3: 10%
·	Year<br> -2: 35%
---	---
·	Year<br> -1: 50%
---	---
·	Year<br> 1: 5%
---	---

Table 18-5 shows the annual expenditure schedule for the process capital.

Table18-5: Process Plant Capital Cost Expenditure Schedule (US$ Million)

Item	Tot.Cost<br><br> <br>($M)	Yr-3<br><br> <br>($M)	Yr-2<br><br> <br>($M)	Yr-1<br><br> <br>($M)	Yr1<br><br> <br>($M)
Project<br> Management	10.0	3.4	3.4	3.3	0
Engineering	25.0	11.2	11.2	2.7	0
Dewatering	10.0	3.8	6.3	0.0	0
Long<br> Lead Procurement	80.0	33.8	37.4	8.9	0
Balance<br> of Plant Procurement	49.7	0.0	19.9	29.8	0
Freight	16.0	0.0	5.8	10.2	0
Construction	250.0	4.2	81.3	149.8	14.6
Vendor<br> Support	6.0	0.0	0.0	5.5	0.5
First<br> Fills	5.0	0.0	0.0	5.0	0.0
Contingency	112.0	0.0	32.0	66.7	13.1
Total	563.7	56.4	197.3	281.9	28.2

Source: M3, 2023

No sustaining capital costs have been included for the Santa Cruz process plant. The mine life is 20 years and the capital equipment will be designed to last for the duration of the Project. Preventative maintenance and periodic rebuilds/relining is captured in the annual maintenance cost estimation. The only place where sustaining capital is expected is in the TSF for annual embankment enlargement which was estimated separately.

18.1.3	Tailings Capital Costs

The capital components that make-up the tailings management system consist of the TSF embankment, the tailings impoundment and liner, water reclaim system, TSF under-liner drains, TSF surface water diversions, and the civil work that is required to route the tailings and reclaim water lines between the process plant and the TSF. MTO’s for the TSF water diversions, embankment and impoundment construction, liner, over-liner drain, and under-liner drain were estimated by KCB. The water reclaim system consists of seepage ponds sump pumps, pipeline, and process water storage tank, estimated by M3.

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KCB provided a year-by-year Bill of Quantities for the conceptual Santa Cruz design. Current civil rates were applied to KCB’s quantities. The largest cost center for the TSF comes from the yearly embankment construction from the borrow-to-fill rate for the TSF embankment, which is expanded every year. In this case, IE solicited a budgetary proposal from Turner Mining Group (TMG), a local constructor, to provide material for the TSF embankment. TMG provided a price of US$6.36 per yd^3^which converts to US$8.42/m^3^.

Other unit rates for geomembrane lining, drain piping, overliner and underliner, and trenching align with 2023 civil and piping rates for southern Arizona. Table 18-6 and Table 18-7 show a summary of the TSF initial and sustaining capital costs over the LoM. Indirects and contingency have only been applied to the initial capex.

Table 18-6:Estimated TSF Initial Capital Cost

Item	US$ Million
Directs	48.8
Indirects	11.3
Contingency	15.0
Total	75.1

Source: M3, 2023

Table 18-7:Estimated TSF Sustaining Capital Cost

Item	US$ Million
Sustaining	382.2
Closure	104.6
Total	486.8

Source: M3, 2023

Table 18-8 shows the annual expenditure schedule for the TSF.

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Table18-8: TSF Capital Cost Expenditure Schedule

	Directs<br><br> <br>(US$ million)	Indirects<br><br> <br>(US$ million)	Contingency<br><br> <br>(US$ million)	Sustaining Capex<br><br> <br>(US$ million)	Closure<br><br> <br>(US$ million)	Annual<br><br> <br>Total
Year-1	48.8	11.3	15.0	-	-	75.1
Year1				19.0		19
Year2				19.0		19
Year3				19.0		19
Year4				17.9		17.85
Year5				16.2		16.17
Year6				16.2		16.17
Year7				16.2		16.17
Year8				16.2		16.17
Year9				16.2		16.17
Year10				16.2		16.17
Year11				17.8		17.8
Year12				17.8		17.8
Year13				17.8		17.8
Year14				17.8		17.8
Year15				17.8		17.8
Year16				17.8		17.8
Year17				17.8		17.8
Year18				17.8		17.8
Year19				17.8		17.8
Year20				17.8		17.8
Year21				16.2		16.17
Year22				16.2		16.17
Year23						0
Year24					40.0	40
Year25					64.6	64.6
Total	48.8	11.3	15.0	382.2	104.6	561.91

Source: M3, 2023

18.1.4	Basis for Cost Estimates

Mining Capital Costs

The mining equipment requirements were based on the mine production schedule, and estimates for scheduled production time, mechanical availabilities, equipment utilization, and operating efficiencies.

Estimates of annual operating hours for each type of equipment were made, and equipment units were utilized in the mining operations until a unit reached its planned equipment life, after which a replacement unit was added to the fleet, if necessary. Major mining equipment rebuild (overhaul) costs were included in the mining equipment capital cost estimates.

The mining equipment capital cost estimate was based on the following:

·	All<br> replacement mining units are based on new equipment purchases.
·	Freight<br> cost and spare parts for mining equipment was generally estimated to be between 3% and 5%.
---	---
·	Mining<br> equipment rebuilds were included at appropriate intervals in the mining capital costs.
---	---
·	Contingency<br> was included in the mining equipment capital cost estimate. Contingency range from 5%, when<br> there are budgetary quotes, to 15% from first principal build-ups.
---	---
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Process Capital Costs

The key elements of the capital cost estimation methodology are summarized below:

·	Equipment<br> capacities, duty specification and quantities were determined from flowsheets, process design<br> criteria, material mass balance, and engineering calculations for service and duty.
·	EPCM<br> rates were estimated based on M3’s updated rate of 16.8% of direct constructed cost.<br> That cost is broken down into seven components: management/accounting, engineering, project<br> services, project control, construction management, EPCM fee, and temporary facilities.
---	---

Tailings Capital Costs

The key elements of the capital cost estimation methodology are summarized below:

·	MTOs by year were provided by KCB
·	Earthworks,<br> lining, and piping rates from standard schedule
---	---
·	Borrow-to-fill<br>provided by budgetary quotation from TMG
---	---
18.2	Operating Cost Estimates
---	---

For mining, the operating costs were estimated by SRK from a first principles basis.

Process operating costs were estimated based on the best current pricing for labor, power, reagents, and consumables. Maintenance, spares and services were estimated as factors of capital equipment. As with capital costs, operating costs are captured in US dollars and are estimated at an IA level withing an accuracy bound of +/- 50%.

18.2.1	Mine Operating Cost

SRK estimated the required mining equipment fleet, required production operating hours, and manpower to arrive at an estimate of the mining costs that the mining operations would incur. The mining costs were developed from first principles and compared to recent actual costs. The mining operating costs are presented in the following categories:

·	Drilling
·	Blasting
---	---
·	Loading
---	---
·	Hauling
---	---
·	Backfill
---	---
·	Support<br> Equipment Operations
---	---
·	Miscellaneous<br> Operations (various support operations, etc.)
---	---
·	Mine<br> Engineering (mine technical personnel and technical consulting)
---	---
·	Mine<br> Administration and Supervision (mine and maintenance supervision, etc.)
---	---
·	Freight<br> (for equipment supplies and parts, excluding freight for fuel)
---	---
·	Contingency
---	---

A maintenance cost was allocated to each category that required equipment maintenance. A US$2/t rehandling cost is used for rehandling the surface ore stockpile to the mill in early mine life. Additionally, the operating expense, totaling US$9.78 million, associated with handling the development ore in construction year 3 is capitalized. A summary of the LoM unit mine operating costs is presented in Table 18-9.

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Table18-9: Mining Operating Costs

LoM Tonnes Mined (000)		*107,134^^**
Category	US$000	US$/t Mined
Operating Development	481,021	4.49
Production (Drilling, Blasting, Loading, Hauling and Backfill)	1,139,843	10.64
Other mining costs (Services, Maintenance, Rehab and Definition Drilling)	458,564	4.28
Mine engineering and administration	592,085	5.54
Contingency (9.5%)	254,664	2.39
Total	2,926,177	27.33

* LoM Tonnes mined includes 100,244 kt of process material, 4,942 kt of marginal material and 1,948 kt of waste.

Source: SRK, 2023

Table 18-10 shows the mine operating expenditure schedule.

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Table18-10: Mine Operating Expenditure Schedule

		Period(Yrs)	2026	2027	2028	2029	2030	2031	2032	2033	2034	2035	2036	2037
		Period	-3	-2	-1	1	2	3	4	5	6	7	8	9
Operating Development	k$	481,021		-	8,929	30,263	33,609	31,959	31,241	33,788	28,861	27,159	24,032	26,995
Production<br>(Drilling, Blasting, Loading, Hauling and Backfill)	k$	1,139,843		-	-	36,941	63,673	62,392	62,735	63,402	63,095	64,187	61,561	62,172
Other<br>mining costs (Services, Maintenance, Rehab and Definition Drilling)	k$	458,564		-	-	17,744	19,482	20,041	20,105	21,527	22,126	22,190	22,190	24,996
Mine<br>engineering and administration	k$	592,085		-	-	25,375	28,320	31,552	32,432	33,133	33,133	33,133	33,133	33,133
Contingency<br> (9.5%)	k$	254,664		-	851	10,517	13,830	13,912	13,966	14,475	14,033	13,981	13,433	14,041
Total	k$	2,926,177		-	9,822	121,161	159,165	160,066	160,536	166,580	161,281	160,564	154,224	161,398
		Period(Yrs)	2038	2039	2040	2041	2042	2043	2044	2045	2046	2047	2048
---	---	---	---	---	---	---	---	---	---	---	---	---	---
		Period	10	11	12	13	14	15	16	17	18	19	20
Operating Development	k$	-	8,929	30,263	33,609	31,959	31,241	33,788	28,861	27,159	24,032	26,995	-
Production<br>(Drilling, Blasting, Loading, Hauling and Backfill)	k$	-	-	36,941	63,673	62,392	62,735	63,402	63,095	64,187	61,561	62,172	-
Other<br>mining costs (Services, Maintenance, Rehab and Definition Drilling)	k$	-	-	17,744	19,482	20,041	20,105	21,527	22,126	22,190	22,190	24,996	-
Mine<br>engineering and administration	k$	-	-	25,375	28,320	31,552	32,432	33,133	33,133	33,133	33,133	33,133	-
Contingency<br> (9.5%)	k$	-	851	10,517	13,830	13,912	13,966	14,475	14,033	13,981	13,433	14,041	-
Total	k$	-	9,822	121,161	159,165	160,066	160,536	166,580	161,281	160,564	154,224	161,398	-

Source: SRK, 2023

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The annual mining cost and unit costs are presented in Figure 18-1.

Source: SRK, 2023

Figure 18-1:Mining Unit Cost Profile

The basis for the mining operating cost estimates includes the following parameters:

●	Diesel<br> fuel cost of US$3.17/US gallon (delivered to site)
●	Power<br> cost of US$0.11/kWh, which is comprised of 70% Renewable power at US$0.121/kWh and 30% Grid<br> power at US$0.071/kWh
---	---
●	Average<br> insitu density for waste of 2.5 t/m^3^
---	---
●	Average<br> insitu density for ore of 2.7 t/m^3^
---	---
●	Estimated<br> average tire lives of:
---	---
o	Wheel<br> loaders: 2,000 operating hours
---	---
o	Haul<br> trucks: 2,500 operating hours
---	---
o	Other<br> major mining equipment: 1,000 – 2,000 operating hours
---	---
●	3%<br> freight cost on mining operating and maintenance supplies
---	---
●	9.5%<br> contingency is included in the mining operating cost estimates
---	---

Employee wages, bonus and wage burdens (20%) were based on information provided by IE. The costs for maintenance supplies and materials were based on estimates presented in the current InfoMine mining cost service publications. Other mining related costs were provided by IE.

Included in the mine operating cost estimate are the following:

●	Labor<br> (supervision, operations, maintenance, administrative, etc.)
●	Maintenance<br> (tools, spare parts)
---	---
●	Consumables
---	---
●	Lubricants<br> and fuels
---	---
●	Electricity
---	---
●	Other<br> recurring expenses needed for mine operations
---	---
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SRK performed a benchmarking exercise comparing the mining cost build up to other mining operations using the longhole stoping method. Figure 18-2 shows the benchmarking results and Santa Cruz mining cost is roughly in-line with other operations of this size, however, SRK notes that there ae not too many underground operations of this size and the ones shown here are from Latin America which has quite different labor rates. Additional study work is recommended to further detail costs for the specific mining method presented here to confirm or modify the estimated costs.

Source: SRK, 2023

Figure18-2: Longhole Stoping Mining Cost Benchmarking

18.2.2	Processing Operating Cost

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Table18-11: Process Plant OPEX Summary by Category

Operating & Maintenance	Average Annual Cost<br><br> <br>(US$000)	$/t processed<br><br> <br>(US$)	LoM Operating Cost<br><br> <br>(US$000)	%
Labor	11,119	2.11	222,383	16.8%
Electrical<br> Power	23,297	4.43	465,939	35.1%
Reagents	18,447	3.51	368,947	27.8%
Wear Parts<br><br> <br>(Liners & grinding media)	6,811	1.30	136,221	10.3%
Maintenance<br> Parts	5,993	1.14	119,865	9.0%
Supplies<br> and Services	628	0.12	12,557	0.9%
Total (US$)	$66,296	$12.61	$1,325,912	100.0%

Source: M3, 2023

TSF operating costs are included in the processing operating costs and include labor, power, reagents, and maintenance.

Table 18-12 shows the process operating expenditure schedule.

Table18-12: Process Operating Expenditure Schedule

Operating Year	Total Ore Processed (Mt)	Plant Opex
	Mt	US$ Million	US$/Mt
1	4.84	57.77	11.93
2	5.71	71.59	12.54
3	5.67	71.06	12.53
4	5.80	72.60	12.53
5	5.95	73.79	12.41
6	5.83	72.91	12.50
7	5.91	73.55	12.45
8	5.71	71.81	12.58
9	5.81	72.28	12.45
10	5.73	70.60	12.31
11	5.66	71.52	12.65
12	5.67	69.91	12.33
13	5.56	69.99	12.59
14	5.62	69.99	12.45
15	5.61	70.19	12.51
16	5.58	69.92	12.53
17	5.55	70.91	12.78
18	5.52	70.28	12.73
19	3.10	40.78	13.14
20	0.37	14.44	39.23
Total	105.19	$1,325.91	$12.61

Source: M3, 2023

18.2.3	General and Administrative Operating Costs

G&A costs include management, accounting, human resources, environmental and safety compliance, laboratory, community relations, communications, insurance, legal, training, and other costs not associated with either mining or processing. The LoM G&A cost estimated for the Project are presented in Table 18-3.

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Table18-13: Life-of Mine General and Administration Cost Detail

	Average Annual Cost<br><br> <br>(US$000)	$/t Processed<br><br> <br>(US$)	LoM Operating Cost<br><br> <br>(US$000)
Labor<br> (G&A + laboratory)	8,192	1.56	163,843
Accounting<br> (excluding labor)	152	0.03	3,036
Safety &<br> Environmental (excluding labor)	121	0.02	2,429
Human<br> Resources (excluding labor)	59	0.01	1,178
Security<br> (excluding labor)	152	0.03	3,036
Office<br> Operating Supplies and Postage	59	0.01	1,178
Maintenance<br> Supplies	179	0.03	3,588
Propane	78	0.01	1,564
Communications	117	0.02	2,346
Small<br> Vehicles	117	0.02	2,346
Real<br> Property Tax	1,564	0.30	31,277
Legal &<br> Audit	276	0.05	5,520
Consultants	586	0.11	11,729
Janitorial<br> Services	96	0.02	1,913
Insurances	920	0.17	18,399
Subs,<br> Dues, Public Relations, and Donations	55	0.01	1,104
Travel,<br> Lodging, and Meals	184	0.03	3,680
Recruiting/Relocation	184	0.03	3,680
Personal<br>Protective Equipments	83	0.02	1,656
Medical/First-aid	126	0.02	2,528
License<br> Fees	120	0.02	2,392
Laboratory<br> (excluding labor)	396	0.08	7,923
Total	$13,817	$2.63	$276,341

Source: M3, 2023

Table 18-14 shows the G&A expenditure schedule.

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Table18-14: G&A Expenditure Schedule

Operating Year	Total Ore Processed	G&A Opex		Lab Opex		Total G&A
	Mt	US$ Million	US$/t	US$ Million	US$/t	US$ Million	US$/t
1	4.84	12.54	2.59	1.30	0.27	13.84	2.86
2	5.71	13.59	2.38	1.30	0.23	14.90	2.61
3	5.67	13.59	2.40	1.30	0.23	14.90	2.63
4	5.80	13.59	2.35	1.30	0.23	14.90	2.57
5	5.95	13.59	2.29	1.30	0.22	14.90	2.51
6	5.83	13.59	2.33	1.30	0.22	14.90	2.55
7	5.91	13.59	2.30	1.30	0.22	14.90	2.52
8	5.71	13.59	2.38	1.30	0.23	14.90	2.61
9	5.81	13.59	2.34	1.30	0.22	14.90	2.57
10	5.73	13.59	2.37	1.30	0.23	14.90	2.60
11	5.66	13.59	2.40	1.30	0.23	14.90	2.63
12	5.67	13.59	2.40	1.30	0.23	14.90	2.63
13	5.56	13.59	2.45	1.30	0.23	14.90	2.68
14	5.62	13.59	2.42	1.30	0.23	14.90	2.65
15	5.61	13.59	2.42	1.30	0.23	14.90	2.66
16	5.58	13.59	2.44	1.30	0.23	14.90	2.67
17	5.55	13.59	2.45	1.30	0.24	14.90	2.68
18	5.52	13.59	2.46	1.30	0.24	14.90	2.70
19	3.10	7.09	2.29	0.87	0.28	7.96	2.57
20	0.37	0.84	2.29	0.45	1.23	1.29	3.52
Total	105.19	251.54	2.39	24.80	0.24	276.34	2.63

Source: M3, 2023

18.3	QP Opinion

It is the opinion of SRK responsible for the mine cost modeling that the level of information and work regarding these issues and estimates are appropriate for an initial assessment and represent good industry practice that align with S-K 1300 reporting.

It is the opinion of M3 responsible for the process plant and G&A capital and operating costs that the level of information and work regarding these issues and estimates are appropriate for an initial assessment and represent good industry practice that align with S-K 1300 reporting.

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19	Economic Analysis
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19.1	General Description
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SRK prepared a cash flow model to evaluate the Santa Cruz Project on a real basis. This model was prepared on an annual basis from the start of operation through the exhaustion of mineable material. This section presents the main assumptions used in the cash flow model and the resulting indicative economics. The model results are presented in U.S. dollars (US$), unless otherwise stated.

Capital and operating costs were developed in previous sections and the build-ups and associated accuracy, and contingency can be found in those sections.

All results and technical and cost information are presented in this section on a 100% basis reflective of IE’s ownership unless otherwise noted.

As with the capital and operating cost and pricing forecasts, the economic analysis is inherently a forward-looking exercise. These estimates rely upon a range of assumptions and forecasts that are subject to change depending upon macroeconomic conditions, operating strategy and new data collected through future study and operation.

19.1.1	Basic Model Parameters

Key criteria used in the analysis are presented throughout this section. Basic model parameters are summarized in Table 19-1.

Table19-1: Basic Model Parameters

Description	Value
TEM<br> time zero start date	January 1,<br> 2024
Delay<br> to construction (years)	2
Construction<br> period (years)	3
Mine<br> life (years)	20
Discount<br> rate	8%

Source: SRK, IE, 2023

All costs incurred prior to the model start date are considered sunk costs. The potential impact of these costs on the economics of the Project is not evaluated. This includes contributions to depreciation and working capital as these items are assumed to have a zero balance at model start.

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The model continues several years beyond the mine life to incorporate closure costs in the cash flow analysis.

The selected discount rate is 8% as directed by IE.

19.1.2	External Factors

Pricing

Modeled prices are based on the prices developed in the Market Study section of this report. The prices are modeled as US$3.80/lb of copper over the life of the Project.

All product streams produced by the operation are modeled as being subject to the price presented above.

Taxes and Royalties

As modeled the Project is subject to a combined state and federal income tax rate estimated at 24.87%. All expended capital is subject to depreciation. Two depreciation methods are utilized:

●	Mine<br> Development Costs – Certain costs associated with development of the underground mine<br> are depreciated via an accelerated depreciation schedule that is presented in Table 19-2.<br> Approximately 33% of the LoM capital is assumed to be subject to this accelerated depreciation<br> schedule.

Table19-2: Mine Development Cost Accelerated Depreciation Schedule

Year 1	Year 2	Year 3	Year 4	Year 5	Year 6
73%	6%	6%	6%	6%	3%

Source: SRK, 2023

●	Other<br> – All other capital depreciation occurs via straight line method over a 10 year period.

Property tax has been included as a line item in the model. This line item is approximately US$100 million over the life of the mine and has been included as a G&A cost.

The Project is modeled as being subject to Arizona Mineral Severance Tax payable at a rate of 2.5% on revenue minus production costs.

Taxable income is adjusted by depletion is calculated via cost depletion methodology and percentage depletion methodology appropriate to a copper operation and varies depending upon the year of operation.

The Project is subject to a number of royalties as outlined in previous sections. These royalties vary in rate and area of influence. The material subject to royalties was provided in the mining schedule and the appropriate rates were applied in the model. This approach results in a combined net smelter royalty rate of approximately 7.4% and totaling approximately US$742.5 million over the life of the Project for the scenario without Inferred material and approximately 7.1% and totaling approximately US$909.5 million over the life of the Project for the scenario that includes the Inferred material.

Working Capital

The assumptions used for working capital in this analysis are as follows:

●	Accounts<br> Receivable (A/R): 15 day delay
●	Accounts<br> Payable (A/P): 30 day delay
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●	Zero<br> opening balance for A/R and A/P
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19.1.3	Technical Factors
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Mining Profile

The modeled mining profile was developed by SRK. The details of mining profile are presented previously in this report. No modifications were made to the profile for use in the economic model. The modeled profile is presented in Figure 19-1 and Figure 19-2.

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Source: SRK, 2023

Figure19-1: Santa Cruz Mining Profile (Tabular Data in Table 19-13 - Without Inferred Material)

Source: SRK, 2023

Figure19-2: Santa Cruz Mining Profile (Tabular Data in Table 19-14 – Including Inferred Material)

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A summary of the modeled LoM mining profile is presented in Table 19-3.

The economic model is based on mine plans that were prepared as outlined in previous sections. Inferred resources account for approximately 21% of the tonnage contained within the mine plan.

Table19-3: Santa Cruz Mining Summary

LoM Mining	Unit	Value (without inferred)	Value (with Inferred)
Santa<br> Cruz Ore Mined	tonnes	77,213,577	88,573,207
East<br> Ridge Ore Mined	tonnes	-	9,799,031
Exotic<br> Ore Mined	tonnes	1,166,912	1,871,821
Total Ore Mined	tonnes	78,380,490	100,244,060
Marginal<br> Material Mined	tonnes	4,479,258	4,941,504
Total Grade Bearing Mined	tonnes	82,859,748	105,185,563
Waste<br> Mined	tonnes	1,695,035	1,948,116
Total Material Mined	tonnes	84,554,783	107,133,680
Total Copper Grade
Santa<br> Cruz	%	1.61%	1.60%
East<br> Ridge	%	-	1.76%
Exotic	%	2.81%	2.66%
Total	%	1.62%	1.63%
Marginal	%	0.55%	0.56%
Contained Metal (TCu)
Santa<br> Cruz	tonnes	1,240,177	1,414,388
East<br> Ridge	tonnes	-	172,526
Exotic	tonnes	32,823	49,727
Total	tonnes	1,273,000	1,636,641
Marginal	tonnes	24,671	27,673

Source: SRK, 2023

Processing Profile

The processing profile is a result of the mining profile and the application of stockpile logic to the mining profile. The recovery profile was developed external to the model as outlined in the sections above. No modifications to the recovery profile were made in the model. The modeled profile is presented in Figure 19-3 and Figure 19-4.

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Source: SRK, 2023

Figure19-3: Santa Crus Processing Profile (Tabular Data in Table 19-13 - Without Inferred Material)

Source: SRK, 2023

Figure19-4: Santa Cruz Processing Profile (Tabular Data in Table 19-14 – Including Inferred Material)

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A summary of the modeled LoM processing profile is presented in Table 19-4.

Table19-4: Santa Cruz Processing Summary

LoM Processing	Unit	Value (without Inferred)	Value (with Inferred)
Ore<br> Feed	tonnes	82,859,748	105,185,563
Average<br> Feed Grade	%<br> TCu	1.57%	1.58%
Contained<br> Metal (Total)	tonnes	1,297,671	1,664,313
Cathode<br> Recovery	%	62.03%	62.03%
Concentrate<br> Recovery	%	33.33%	33.33%
Overall<br> Copper Recovery	%	95.36%	95.36%
Copper<br> Recovered to Cathode	tonnes	804,939	1,032,325
Copper<br> Recovered to Concentrate	tonnes	432,527	554,773
Total Recovered Copper	tonnes	1,237,465	1,587,098
Cathode<br> Produced	tonnes	804,939	1,032,325
Concentrate<br> Produced (48% Cu)	dmt	901,097	1,155,777

Source: SRK, 2023

Operating Costs

Operating costs modeled in US dollars and can be categorized as mining, processing and G&A costs. Within the model laboratory costs have been captured as processing costs and G&A costs include estimated property tax payments over the life of the operation. No contingency amounts have been added to the operating costs within the model. A summary of the operating costs over the life of the operation is presented in Figure 19-5.

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Source: SRK, 2023

Figure19-5: LoM Operating Cost Summary (Tabular Data in Table 19-13)

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The contributions of the different operating cost segments over the life of the operation are presented in Figure 19-6.

Source: SRK, 2023

Figure 19-6: LoM Operating CostContributions

Mining

The mining cost profile was developed external to the model and incorporated into the model as fixed costs and variable costs. Variable costs are applied to material reclaimed from construction period stockpiles in ramp-up. Note that this table includes approximately US$ 10 million in preproduction mining costs that are capitalized in order to present a complete analysis of the cost per tonne mined. The result of this approach is presented in Table 19-5.

Table 19-5:Santa Cruz Mining Cost Summary

LoM Mining Costs	Unit	Value
Mining Costs	US$ million	2,928
Mining Cost (without inferred)	US$/t mined	34.63
Mining Cost <br><br>(including inferred)	US$/t mined	27.33

Source: SRK, 2023

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Processing

Processing costs were developed external to the model and incorporated into the model. The result of this approach is presented in Table 19-6.

Table 19-6: Santa Cruz Processing CostSummary

LoM Processing Costs	Unit	Value
Processing Costs	US$ million	1,351
Processing Cost (without inferred)	US$/t processed	16.30
Processing Cost (including inferred)	US$/t processed	12.84

Source: SRK, 2023

G&A

G&A cost profiles were developed external to the model and incorporated into the model as fixed costs. In addition to the G&A cost developed in earlier sections, property tax for the operation is included in the G&A cost. The fixed costs presented Table 19-7 and the result is presented in Table 19-8.

Table 19-7: G&A Fixed Costs

G&A LoM	Unit	Value
G&A	US$ million	251.5
Property Tax	US$ million	96.5
Total	US$ million	348.1

Source: SRK, 2023

Table 19-8: Santa Cruz G&A CostSummary

LoM SG&A Costs	Unit	Value
G&A Costs	US$ million	348
G&A Cost <br><br>(without inferred)	US$/t processed	4.20
G&A Cost<br><br> (including inferred)	US$/t processed	3.31

Source: SRK, 2023

Selling Cost

Selling costs consist of the transport costs associated with moving the operation’s product to the selling point. And the treatment and refining charges incurred. These costs are presented on a 100% basis in Table 19-9.

Table 19-9: Transport Costs and TC/RCs

Item	Unit	Value
Payability	%	96.5%
Treatment Cost	US$/t concentrate	65
Refining Cost	US$/lb Cu	0.065
Transport Costs	US$/t concentrate	90

Source: SRK, 2023

No transport cost is applied to the cathode product as it is assumed to be sold at mine gate as indicated by IE.

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Capital Costs

Initial capital estimates and expenditure schedule were developed external to the model as outlined in the previous sections. No additional contingency has been included in the model. Table 19-10 outlines the initial capital expenditure.

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Table 19-10:Modeled Initial Capital

Initial Capital Cost	Unit	Value
Underground Capital Development Cost	US$ million	167.0
Underground Equipment Purchase	US$ million	240.4
Underground Rebuilds	US$ million	0.8
Underground Services	US$ million	18.0
Underground Owner Cost	US$ million	10.9
Underground Related Contingency Costs	US$ million	34.8
Underground Capitalized Opex	US$ million	35.6
Mill And Surface Capital	US$ million	563.7
TSF	US$ million	75.1
Total	US$ million	1,146.3

Source: SRK, 2023

Sustaining capital is modeled on an annual basis and is used in the model as developed in previous sections. No contingency amounts have been added to the sustaining capital within the model. General closure costs are modeled as sustaining capital and are captured as a one-time payment the year following cessation of operations. For the tailings impoundment, closure costs run several years past the end of the mine life, and these costs have been captured by extending the model life beyond the end of the mine life.

Total sustaining capital is presented in Table 19-11.

Table 19-11:Modeled Sustaining Capital

Sustaining Capital	Unit	Value
Underground Mining	US$ million	462.8
Tailings	US$ million	486.6
Closure	US$ million	27.0
Total	US$ million	976.4

Source: SRK, 2023

The modeled capital profile is presented in Figure 19-7.

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Source: SRK, 2023

Figure 19-7: Santa Cruz CapitalProfile (Tabular Data in Table 19-13)

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19.2	Results
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It should be noted that this assessment is preliminary in nature and is based on mineral resources. Unlike mineral reserves, mineral resources do not have demonstrated economic viability. This assessment also includes inferred mineral resources that are considered too speculative geologically to have modifying factors applied to them that would enable them to be categorized as mineral reserves, and there is no certainty that this economic assessment will be realized.

The economic analysis metrics are prepared on annual after-tax basis in US$. The results of the analysis are presented in Table 19-12. The results indicate that, at a copper price of US$3.80/lb and without inferred material, the Project returns an after-tax NPV at 8% of US$0.5 billion calculated from the start of construction and an after tax IRR of 14% and a payback period from the start of construction of 10 years. When the inferred material is included in the economic analysis, the after tax NPV @ 8% increases to US$1.3 billion, and the after tax IRR increases to 23% and the payback period decreases to 7 years from the start of construction.

As the stage of study for the Santa Cruz Project is the Initial Assessment, no reserves are estimated for use in this analysis. The economic evaluation was completed using resource material that includes material in the Inferred category. To evaluate the risk associated with the use of Inferred material in the mine plan, a model was completed where the Inferred material was removed from the mine plan. SRK notes that the model result without Inferred material should be viewed with caution as the removal of the Inferred material is a gross adjustment and no corresponding adjustments to capital, operating cost or mill performance were made as the mine planning, capital and operating costs were developed around the larger scenario including the inferred resources in order to present a clear picture of the risk associated with Inferred resources and the potential impact of low confidence material on the economic result of a project.

This estimated cash flow is inherently forward-looking and dependent upon numerous assumptions and forecasts, such as macroeconomic conditions, mine plans and operating strategy, that are subject to change.

Table19-12: Indicative Economic Results

LoM Cash Flow (Unfinanced)	Units	Value (without Inferred)	Value (with Inferred)
Total Revenue	US$ million	10,031.6	12,865.9
Total Opex	US$ million	(4,616.9)	(4,617.0)
Operating<br> Margin	US$<br> million	5,414.7	8,248.9
Operating<br> Margin Ratio	%	54%	64%
Taxes<br> Paid	US$<br> million	(426.6)	(984.8)
Free<br> Cash Flow	US$<br> million	3,241.1	5,350.1
Before Tax
Free<br> Cash Flow	US$<br> million	2,549.5	5,216.7
NPV<br> at 8%	US$<br> million	583.4	1,642.5
IRR	%	15%	25%
After Tax
Free<br> Cash Flow	US$<br> million	2,122.9	4,231.9
NPV<br> at 8%	US$<br> million	457.7	1,316.6
IRR	%	14%	23%
Payback	years	10	7

Source: SRK, 2023

The economic results and back-up chart information for charts within this section are presented on an annual basis in Figure 19-8, Figure 19-9, Table 19-13, and Table 19-14.

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Source: SRK, 2023

Figure19-8:Annual Cash Flow Summary without Inferred Material (Tabular Data in Table 19-13 – Without Inferred Material)

Source: SRK, 2023

Figure19-9: Annual Cash Flow Summary with Inferred Material (Tabular Data in Table 19-14 – Including Inferred Material)

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Table19-13: Economic Results - Tabular Data (without Inferred material)

Report Table
Period Start			1-Jan-24	1-Jan-25	1-Jan-26	1-Jan-27	1-Jan-28	1-Jan-29	1-Jan-30	1-Jan-31	1-Jan-32	1-Jan-33	1-Jan-34
Period End			31-Dec-24	31-Dec-25	31-Dec-26	31-Dec-27	31-Dec-28	31-Dec-29	31-Dec-30	31-Dec-31	31-Dec-32	31-Dec-33	31-Dec-34
Delay			1	1	-	-	-	-	-	-	-	-	-
Construction			-	-	1	1	1	-	-	-	-	-	-
Operations			-	-	-	-	-	1	1	1	1	1	1
	Counters
	Calendar<br> Year	Num#	2024	2025	2026	2027	2028	2029	2030	2031	2032	2033	2034
	Days<br> in Period	Num#	366	365	365	365	366	365	365	365	366	365	365
	Delay<br> Year	Num#	1	2	-	-	-	-	-	-	-	-	-
	Construction<br> Year	Num#	-	-	1	2	3	-	-	-	-	-	-
	Operations<br> Year	Num#	-	-	-	-	-	1	2	3	4	5	6
	Project Cash Flow (unfinanced)
	Revenue	US	-	-	-	-	-	412,058,230	540,765,556	544,916,026	570,760,402	555,925,636	584,347,810
	Operating<br> Cost	US	-	-	-	-	-	(197,827,037)	(252,782,385)	(251,744,034)	(254,203,423)	(261,548,146)	(255,485,142)
	Royalty	US	-	-	-	-	-	(50,656,317)	(40,178,526)	(40,478,516)	(42,385,254)	(41,301,146)	(42,994,995)
	Working<br> Capital Adjustment	US	-	-	-	-	-	(674,143)	(772,464)	(255,911)	(852,955)	1,206,323	(1,666,364)
	Initial<br> Capex (excl. financing)	US	-	-	(139,332,319)	(326,387,722)	(652,425,106)	-	-	-	-	-	-
	Sustaining<br> Capital	US	-	-	-	-	-	(85,357,740)	(42,835,855)	(46,395,396)	(47,203,914)	(80,112,842)	(45,623,051)
	Tax<br> Paid	US	-	-	-	-	-	-	-	(2,008,991)	(1,999,756)	(7,050,828)	(7,215,720)
	Project<br> Net Cash Flow	US	-	-	(139,332,319)	(326,387,722)	(652,425,106)	77,542,994	204,196,326	204,033,179	224,115,101	167,118,996	231,362,539
	Cumulative<br> Net Cash Flow	US	-	-	(139,332,319)	(465,720,040)	(1,118,145,146)	(1,040,602,153)	(836,405,827)	(632,372,648)	(408,257,547)	(241,138,551)	(9,776,012)
	Operating Cost (LOM)
	Mining<br> Cost	US	-	-	-	-	-	120,839,344	158,914,078	159,855,316	160,478,820	166,324,004	161,247,363
	Processing<br> Cost	US	-	-	-	-	-	59,072,476	72,896,025	72,369,144	73,908,664	75,097,022	74,214,719
	G&A<br> Cost	US	-	-	-	-	-	17,915,217	19,237,322	19,519,574	19,815,938	20,127,121	20,023,061
	Mine Plan
	Santa<br> Cruz Ore	tonnes	-	-	-	-	430,215	2,541,947	4,041,575	4,301,238	4,515,170	4,319,572	4,453,811
	East<br> Ridge Ore	tonnes	-	-	-	-	-	-	-	-	-	-	-
	Exotic<br> Ore	tonnes	-	-	-	-	-	-	19,207	118,351	134,528	22,673	34,861
	Marginal<br> Material	tonnes	-	-	-	-	437,265	552,826	230,241	187,358	318,605	380,359	345,028
	Waste	tonnes	-	-	-	-	479,177	56,693	22,287	81,514	97,599	95,093	126,644
	Santa<br> Cruz Tcu	%	-	-	-	-	1.35%	1.66%	1.69%	1.57%	1.51%	1.60%	1.61%
	East<br> Ridge TCu	%	-	-	-	-	-	-	-	-	-	-	-
	Exotic<br> TCu	%	-	-	-	-	-	-	1.32%	1.65%	2.96%	2.14%	5.53%
	Marginal<br> TCu	%	-	-	-	-	0.48%	0.59%	0.59%	0.56%	0.57%	0.53%	0.53%
	Production Profile
	Equivalent<br> Copper Sold	lbs	-	-	-	-	-	108,436,376	142,306,725	143,398,954	150,200,106	146,296,220	153,775,740
	C1<br> Cost	US/lb	-	-	-	-	-	1.82	1.78	1.76	1.69	1.79	1.66
	C2<br> Cost	US/lb	-	-	-	-	-	4.85	3.10	3.12	3.06	3.36	3.04
	C3<br> Cost	US/lb	-	-	-	-	-	5.32	3.40	3.41	3.36	3.66	3.34
	Capital Profile
	Initial<br> Capital	US	-	-	139,332,319	326,387,722	652,425,106	28,185,858	-	-	-	-	-
	Sustaining<br> Capital	US	-	-	-	-	-	57,171,882	42,835,855	46,395,396	47,203,914	80,112,842	45,623,051
	Cumulative<br> Capital	US	-	-	139,332,319	465,720,040	1,118,145,146	1,203,502,886	1,246,338,741	1,292,734,136	1,339,938,050	1,420,050,892	1,465,673,943
	Processing Profile
	Tonnes<br> Processed		-	-	-	-	-	3,962,254	4,291,023	4,606,948	4,968,304	4,722,604	4,833,700
	Recovery<br> to Cathode		-	-	-	-	-	62.02%	63.13%	62.92%	63.98%	65.77%	63.35%
	Recovery<br> to Concentrate		-	-	-	-	-	33.34%	32.18%	32.40%	31.30%	29.43%	31.96%

All values are in US Dollars.

September 2023
SEC Technical Report Summary – Santa Cruz	Page 413
---	---
Report Table
---	---	---	---	---	---	---	---	---	---	---	---	---	---
Period Start			1-Jan-35	1-Jan-36	1-Jan-37	1-Jan-38	1-Jan-39	1-Jan-40	1-Jan-41	1-Jan-42	1-Jan-43	1-Jan-44	1-Jan-45
Period End			31-Dec-35	31-Dec-36	31-Dec-37	31-Dec-38	31-Dec-39	31-Dec-40	31-Dec-41	31-Dec-42	31-Dec-43	31-Dec-44	31-Dec-45
Delay			-	-	-	-	-	-	-	-	-	-	-
Construction			-	-	-	-	-	-	-	-	-	-	-
Operations			1	1	1	1	1	1	1	1	1	1	1
	Counters
	Calendar<br> Year	Num#	2035	2036	2037	2038	2039	2040	2041	2042	2043	2044	2045
	Days<br> in Period	Num#	365	366	365	365	365	366	365	365	365	366	365
	Delay<br> Year	Num#	-	-	-	-	-	-	-	-	-	-	-
	Construction<br> Year	Num#	-	-	-	-	-	-	-	-	-	-	-
	Operations<br> Year	Num#	7	8	9	10	11	12	13	14	15	16	17
	Project Cash Flow (unfinanced)
	Revenue	US	579,860,548	581,976,845	592,173,376	518,073,180	625,446,106	585,965,370	486,009,537	514,764,533	521,583,740	519,642,603	517,139,129
	Operating<br> Cost	US	(255,846,964)	(248,146,838)	(255,957,606)	(255,144,278)	(247,821,754)	(241,773,603)	(242,884,596)	(241,104,629)	(244,310,441)	(230,343,515)	(232,584,416)
	Royalty	US	(42,840,748)	(43,078,497)	(43,878,969)	(37,710,215)	(44,035,841)	(40,328,805)	(33,436,494)	(34,693,240)	(35,873,512)	(36,736,427)	(36,508,867)
	Working<br> Capital Adjustment	US	214,147	(710,237)	213,325	2,978,365	(5,014,437)	1,136,888	4,187,589	(1,328,011)	(16,750)	(1,061,574)	280,446
	Initial<br> Capex (excl. financing)	US	-	-	-	-	-	-	-	-	-	-	-
	Sustaining<br> Capital	US	(40,771,637)	(29,956,968)	(72,108,195)	(52,113,768)	(29,057,490)	(26,548,305)	(37,378,840)	(46,404,322)	(34,853,513)	(29,923,933)	(26,951,719)
	Tax<br> Paid	US	(20,590,030)	(21,143,375)	(23,324,834)	(19,239,475)	(7,136,065)	(54,706,741)	(49,861,526)	(27,035,235)	(32,175,101)	(35,046,508)	(39,045,672)
	Project<br> Net Cash Flow	US	220,025,316	238,940,929	197,117,097	156,843,809	292,380,520	223,744,803	126,635,669	164,199,096	174,354,423	186,530,645	182,328,901
	Cumulative<br> Net Cash Flow	US	210,249,303	449,190,233	646,307,330	803,151,138	1,095,531,658	1,319,276,461	1,445,912,130	1,610,111,227	1,784,465,650	1,970,996,295	2,153,325,197
	Operating Cost (LOM)
	Mining<br> Cost	US	160,650,830	154,348,776	161,336,124	162,707,217	154,944,322	151,023,563	152,854,950	151,686,962	155,079,474	141,834,445	146,245,760
	Processing<br> Cost	US	74,851,534	73,115,847	73,584,771	71,903,773	72,828,492	71,218,915	71,292,444	71,295,306	71,494,389	71,219,633	72,216,997
	G&A<br> Cost	US	20,344,599	20,682,215	21,036,711	20,533,288	20,048,940	19,531,125	18,737,202	18,122,361	17,736,578	17,289,437	14,121,659
	Mine Plan
	Santa<br> Cruz Ore	tonnes	4,218,715	4,390,044	4,612,163	4,128,933	4,397,222	4,571,863	4,009,141	4,100,450	4,115,608	4,118,135	3,831,891
	East<br> Ridge Ore	tonnes	-	-	-	-	-	-	-	-	-	-	-
	Exotic<br> Ore	tonnes	36,725	20,227	194,215	9,533	267,512	3,974	19,847	53,601	103,141	18,667	89,209
	Marginal<br> Material	tonnes	385,651	251,710	286,988	241,012	162,290	187,566	81,027	122,440	119,659	65,905	67,379
	Waste	tonnes	228,087	43,970	88,717	113,504	13,290	73,427	35,359	63,380	27,784	9,651	13,775
	Santa<br> Cruz Tcu	%	1.69%	1.65%	1.47%	1.59%	1.64%	1.64%	1.54%	1.58%	1.57%	1.61%	1.69%
	East<br> Ridge TCu	%	-	-	-	-	-	-	-	-	-	-	-
	Exotic<br> TCu	%	4.17%	5.33%	3.64%	1.51%	2.94%	1.10%	2.96%	2.46%	1.89%	2.72%	2.05%
	Marginal<br> TCu	%	0.51%	0.60%	0.54%	0.50%	0.60%	0.57%	0.51%	0.57%	0.65%	0.58%	0.60%
	Production Profile
	Equivalent<br> Copper Sold	lbs	152,594,881	153,151,801	155,835,099	136,335,047	164,591,081	154,201,413	127,897,247	135,464,351	137,258,879	136,748,053	136,089,244
	C1<br> Cost	US/lb	1.68	1.62	1.64	1.87	1.51	1.57	1.90	1.78	1.78	1.68	1.71
	C2<br> Cost	US/lb	3.03	2.98	3.08	3.36	2.30	2.34	2.77	2.67	2.60	2.48	2.49
	C3<br> Cost	US/lb	3.32	3.27	3.38	3.64	2.59	2.63	3.05	2.95	2.88	2.77	2.78
	Capital Profile
	Initial<br> Capital	US	-	-	-	-	-	-	-	-	-	-	-
	Sustaining<br> Capital	US	40,771,637	29,956,968	72,108,195	52,113,768	29,057,490	26,548,305	37,378,840	46,404,322	34,853,513	29,923,933	26,951,719
	Cumulative<br> Capital	US	1,506,445,580	1,536,402,548	1,608,510,743	1,660,624,511	1,689,682,001	1,716,230,306	1,753,609,146	1,800,013,468	1,834,866,981	1,864,790,915	1,891,742,634
	Processing Profile
	Tonnes<br> Processed		4,641,090	4,661,982	5,093,366	4,379,479	4,827,025	4,763,402	4,110,016	4,276,490	4,338,408	4,202,707	3,988,479
	Recovery<br> to Cathode		63.83%	63.27%	65.96%	59.52%	60.29%	56.41%	61.46%	59.80%	61.02%	58.86%	61.58%
	Recovery<br> to Concentrate		31.46%	32.04%	29.23%	35.95%	35.15%	39.19%	33.93%	35.66%	34.38%	36.63%	33.80%

All values are in US Dollars.

September 2023
SEC Technical Report Summary – Santa Cruz	Page 414
---	---
Report Table
---	---	---	---	---	---	---	---	---	---	---	---	---	---
Period Start			1-Jan-46	1-Jan-47	1-Jan-48	1-Jan-49	1-Jan-50	1-Jan-51	1-Jan-52	1-Jan-53	1-Jan-54	1-Jan-55	1-Jan-56
Period End			31-Dec-46	31-Dec-47	31-Dec-48	31-Dec-49	31-Dec-50	31-Dec-51	31-Dec-52	31-Dec-53	31-Dec-54	31-Dec-55	31-Dec-56
Delay			-	-	-	-	-	-	-	-	-	-	-
Construction			-	-	-	-	-	-	-	-	-	-	-
Operations			1	1	1	1	1	1	1	1	-	-	-
	Counters
	Calendar<br> Year	Num#	2046	2047	2048	2049	2050	2051	2052	2053	2054	2055	2056
	Days<br> in Period	Num#	365	365	366	365	365	365	366	365	365	365	366
	Delay<br> Year	Num#	-	-	-	-	-	-	-	-	-	-	-
	Construction<br> Year	Num#	-	-	-	-	-	-	-	-	-	-	-
	Operations<br> Year	Num#	18	19	20	21	22	23	24	25	-	-	-
	Project Cash Flow (unfinanced)
	Revenue	US	482,640,217	267,532,945	30,035,428	-	-	-	-	-	-	-	-
	Operating<br> Cost	US	(237,565,964)	(146,369,106)	(63,483,509)	-	-	-	-	-	-	-	-
	Royalty	US	(34,627,783)	(18,496,526)	(2,229,647)	-	-	-	-	-	-	-	-
	Working<br> Capital Adjustment	US	1,827,206	1,344,393	2,936,773	(3,972,606)	-	-	-	-	-	-	-
	Initial<br> Capex (excl. financing)	US	-	-	-	-	-	-	-	-	-	-	-
	Sustaining<br> Capital	US	(31,445,734)	(17,786,713)	(17,786,713)	(43,169,739)	(16,169,739)	-	(40,031,207)	(64,594,754)	-	-	-
	Tax<br> Paid	US	(38,447,682)	(29,069,603)	(11,466,542)	-	-	-	-	-	-	-	-
	Project<br> Net Cash Flow	US	142,380,261	57,155,390	(61,994,209)	(47,142,345)	(16,169,739)	-	(40,031,207)	(64,594,754)	-	-	-
	Cumulative<br> Net Cash Flow	US	2,295,705,457	2,352,860,848	2,290,866,638	2,243,724,293	2,227,554,554	2,227,554,554	2,187,523,347	2,122,928,593	2,122,928,593	2,122,928,593	2,122,928,593
	Operating Cost (LOM)
	Mining<br> Cost	US	151,836,766	97,041,909	47,146,670	-	-	-	-	-	-	-	-
	Processing<br> Cost	US	71,586,110	41,654,733	14,888,310	-	-	-	-	-	-	-	-
	G&A<br> Cost	US	14,143,087	7,672,464	1,448,530	-	-	-	-	-	-	-	-
	Mine Plan
	Santa<br> Cruz Ore	tonnes	3,775,490	2,073,928	266,463	-	-	-	-	-	-	-	-
	East<br> Ridge Ore	tonnes	-	-	-	-	-	-	-	-	-	-	-
	Exotic<br> Ore	tonnes	20,641	-	-	-	-	-	-	-	-	-	-
	Marginal<br> Material	tonnes	28,032	27,916	-	-	-	-	-	-	-	-	-
	Waste	tonnes	25,086	-	-	-	-	-	-	-	-	-	-
	Santa<br> Cruz Tcu	%	1.64%	1.66%	1.46%	-	-	-	-	-	-	-	-
	East<br> Ridge TCu	%	-	-	-	-	-	-	-	-	-	-	-
	Exotic<br> TCu	%	1.51%	-	-	-	-	-	-	-	-	-	-
	Marginal<br> TCu	%	0.54%	0.61%	-	-	-	-	-	-	-	-	-
	Production Profile
	Equivalent<br> Copper Sold	lbs	127,010,583	70,403,407	7,904,060	-	-	-	-	-	-	-	-
	C1<br> Cost	US/lb	1.87	2.08	8.03	-	-	-	-	-	-	-	-
	C2<br> Cost	US/lb	2.69	2.95	11.03	-	-	-	-	-	-	-	-
	C3<br> Cost	US/lb	2.99	3.23	11.31	-	-	-	-	-	-	-	-
	Capital Profile
	Initial<br> Capital	US	-	-	-	-	-	-	-	-	-	-	-
	Sustaining<br> Capital	US	31,445,734	17,786,713	17,786,713	43,169,739	16,169,739	-	40,031,207	64,594,754	-	-	-
	Cumulative<br> Capital	US	1,923,188,368	1,940,975,081	1,958,761,793	2,001,931,532	2,018,101,271	2,018,101,271	2,058,132,478	2,122,727,232	2,122,727,232	2,122,727,232	2,122,727,232
	Processing Profile
	Tonnes<br> Processed		3,824,162	2,101,844	266,463	-	-	-	-	-	-	-	-
	Recovery<br> to Cathode		60.46%	66.25%	63.40%	-	-	-	-	-	-	-	-
	Recovery<br> to Concentrate		34.96%	28.93%	31.90%	-	-	-	-	-	-	-	-

All values are in US Dollars.

Source: SRK, 2023

September 2023
SEC Technical Report Summary – Santa Cruz	Page 415
---	---

Table19-14: Economic Results - Tabular Data (including Inferred material)

Report Table
Period Start			1-Jan-24	1-Jan-25	1-Jan-26	1-Jan-27	1-Jan-28	1-Jan-29	1-Jan-30	1-Jan-31	1-Jan-32	1-Jan-33	1-Jan-34
Period End			31-Dec-24	31-Dec-25	31-Dec-26	31-Dec-27	31-Dec-28	31-Dec-29	31-Dec-30	31-Dec-31	31-Dec-32	31-Dec-33	31-Dec-34
Delay			1	1	-	-	-	-	-	-	-	-	-
Construction			-	-	1	1	1	-	-	-	-	-	-
Operations			-	-	-	-	-	1	1	1	1	1	1
	Counters
	Calendar<br> Year	Num#	2024	2025	2026	2027	2028	2029	2030	2031	2032	2033	2034
	Days<br> in Period	Num#	366	365	365	365	366	365	365	365	366	365	365
	Delay<br> Year	Num#	1	2	-	-	-	-	-	-	-	-	-
	Construction<br> Year	Num#	-	-	1	2	3	-	-	-	-	-	-
	Operations<br> Year	Num#	-	-	-	-	-	1	2	3	4	5	6
	Project Cash Flow (unfinanced)
	Revenue	US	-	-	-	-	-	534,266,541	734,977,306	696,950,686	716,270,272	722,943,893	730,087,939
	Operating<br> Cost	US	-	-	-	-	-	(197,827,037)	(252,835,578)	(251,744,034)	(254,203,423)	(261,548,146)	(255,485,142)
	Royalty	US	-	-	-	-	-	(57,187,409)	(51,539,446)	(49,247,823)	(50,312,425)	(50,782,156)	(50,993,865)
	Working<br> Capital Adjustment	US	-	-	-	-	-	(5,696,403)	(3,727,138)	1,473,022	(568,474)	306,078	(791,920)
	Initial<br> Capex (excl. financing)	US	-	-	(139,332,319)	(326,387,722)	(652,425,106)	-	-	-	-	-	-
	Sustaining<br> Capital	US	-	-	-	-	-	(85,357,740)	(42,835,855)	(46,395,396)	(47,203,914)	(80,112,842)	(45,623,051)
	Tax<br> Paid	US	-	-	-	-	-	-	(691,787)	(40,160,510)	(43,250,679)	(45,374,529)	(37,312,612)
	Project<br> Net Cash Flow	US	-	-	(139,332,319)	(326,387,722)	(652,425,106)	188,197,953	383,347,502	310,875,947	320,731,357	285,432,297	339,881,350
	Cumulative<br> Net Cash Flow	US	-	-	(139,332,319)	(465,720,040)	(1,118,145,146)	(929,947,193)	(546,599,691)	(235,723,745)	85,007,612	370,439,909	710,321,259
	Operating Cost (LoM)
	Mining<br> Cost	US	-	-	-	-	-	120,839,344	158,914,078	159,855,316	160,478,820	166,324,004	161,247,363
	Processing<br> Cost	US	-	-	-	-	-	59,072,476	72,896,025	72,369,144	73,908,664	75,097,022	74,214,719
	G&A<br> Cost	US	-	-	-	-	-	17,915,217	19,237,322	19,519,574	19,815,938	20,127,121	20,023,061
	Mine Plan
	Santa<br> Cruz Ore	tonnes	-	-	-	-	430,215	2,685,405	4,579,715	4,677,475	4,744,123	4,666,098	4,753,313
	East<br> Ridge Ore	tonnes	-	-	-	-	-	680,703	871,652	623,423	595,812	769,043	686,299
	Exotic<br> Ore	tonnes	-	-	-	-	-	-	19,207	173,564	134,528	39,337	34,861
	Marginal<br> Material	tonnes	-	-	-	-	463,861	584,019	239,983	195,024	320,944	471,607	359,088
	Waste	tonnes	-	-	-	-	488,306	120,352	22,287	84,759	97,981	214,948	126,644
	Santa<br> Cruz Tcu	%	-	-	-	-	1.35%	1.64%	1.68%	1.56%	1.51%	1.59%	1.61%
	East<br> Ridge TCu	%	-	-	-	-	-	2.00%	1.87%	2.15%	2.57%	2.03%	2.01%
	Exotic<br> TCu	%	-	-	-	-	-	-	1.32%	1.59%	2.96%	2.04%	5.53%
	Marginal<br> TCu	%	-	-	-	-	0.47%	0.58%	0.60%	0.58%	0.57%	0.53%	0.54%
	Production Profile
	Equivalent<br> Copper Sold	lbs	-	-	-	-	-	140,596,458	193,415,081	183,408,075	188,492,177	190,248,393	192,128,405
	C1<br> Cost	US/lb	-	-	-	-	-	1.41	1.31	1.37	1.35	1.37	1.33
	C2<br> Cost	US/lb	-	-	-	-	-	3.74	2.54	2.67	2.65	2.82	2.62
	C3<br> Cost	US/lb	-	-	-	-	-	4.16	2.82	2.96	2.94	3.11	2.91
	Capital Profile
	Initial<br> Capital	US	-	-	139,332,319	326,387,722	652,425,106	28,185,858	-	-	-	-	-
	Sustaining<br> Capital	US	-	-	-	-	-	57,171,882	42,835,855	46,395,396	47,203,914	80,112,842	45,623,051
	Cumulative<br> Capital	US	-	-	139,332,319	465,720,040	1,118,145,146	1,203,502,886	1,246,338,741	1,292,734,136	1,339,938,050	1,420,050,892	1,465,673,943
	Processing Profile
	Tonnes<br> Processed		-	-	-	-	-	4,844,204	5,710,556	5,669,486	5,795,408	5,946,084	5,833,561
	Recovery<br> to Cathode		-	-	-	-	-	62.02%	63.13%	62.92%	63.98%	65.77%	63.35%
	Recovery<br> to Concentrate		-	-	-	-	-	33.34%	32.18%	32.40%	31.30%	29.43%	31.96%

All values are in US Dollars.

September 2023
SEC Technical Report Summary – Santa Cruz	Page 416
---	---
Report Table
---	---	---	---	---	---	---	---	---	---	---	---	---	---
Period Start			1-Jan-35	1-Jan-36	1-Jan-37	1-Jan-38	1-Jan-39	1-Jan-40	1-Jan-41	1-Jan-42	1-Jan-43	1-Jan-44	1-Jan-45
Period End			31-Dec-35	31-Dec-36	31-Dec-37	31-Dec-38	31-Dec-39	31-Dec-40	31-Dec-41	31-Dec-42	31-Dec-43	31-Dec-44	31-Dec-45
Delay			-	-	-	-	-	-	-	-	-	-	-
Construction			-	-	-	-	-	-	-	-	-	-	-
Operations			1	1	1	1	1	1	1	1	1	1	1
	Counters
	Calendar<br> Year	Num#	2035	2036	2037	2038	2039	2040	2041	2042	2043	2044	2045
	Days<br> in Period	Num#	365	366	365	365	365	366	365	365	365	366	365
	Delay<br> Year	Num#	-	-	-	-	-	-	-	-	-	-	-
	Construction<br> Year	Num#	-	-	-	-	-	-	-	-	-	-	-
	Operations<br> Year	Num#	7	8	9	10	11	12	13	14	15	16	17
	Project Cash Flow (unfinanced)
	Revenue	US	740,663,382	703,648,089	678,173,920	677,128,331	733,936,249	690,917,170	663,772,684	667,930,989	667,664,444	683,054,334	711,473,628
	Operating<br> Cost	US	(255,846,964)	(248,146,838)	(255,957,606)	(255,144,278)	(247,821,754)	(241,773,603)	(242,884,596)	(241,104,629)	(244,310,441)	(230,343,515)	(232,584,416)
	Royalty	US	(52,344,536)	(50,162,519)	(49,367,714)	(46,362,946)	(50,526,441)	(46,400,428)	(43,906,667)	(43,752,245)	(44,617,789)	(47,063,297)	(48,852,204)
	Working<br> Capital Adjustment	US	(404,868)	911,572	1,665,582	(23,879)	(2,936,423)	1,294,083	1,183,557	(317,188)	274,445	(1,755,459)	(1,008,701)
	Initial<br> Capex (excl. financing)	US	-	-	-	-	-	-	-	-	-	-	-
	Sustaining<br> Capital	US	(40,771,637)	(29,956,968)	(72,108,195)	(52,113,768)	(29,057,490)	(26,548,305)	(37,378,840)	(46,404,322)	(34,853,513)	(29,923,933)	(26,951,719)
	Tax<br> Paid	US	(47,653,073)	(51,876,561)	(47,799,002)	(32,022,225)	(35,992,391)	(77,382,929)	(71,849,697)	(64,231,583)	(64,215,330)	(65,578,545)	(73,064,449)
	Project<br> Net Cashflow	US	343,642,304	324,416,774	254,606,986	291,461,234	367,601,749	300,105,988	268,936,440	272,121,023	279,941,817	308,389,583	329,012,139
	Cumulative<br> Net Cashflow	US	1,053,963,563	1,378,380,337	1,632,987,323	1,924,448,557	2,292,050,307	2,592,156,294	2,861,092,735	3,133,213,757	3,413,155,574	3,721,545,157	4,050,557,296
	Operating Cost (LoM)
	Mining<br> Cost	US	160,650,830	154,348,776	161,336,124	162,707,217	154,944,322	151,023,563	152,854,950	151,686,962	155,079,474	141,834,445	146,245,760
	Processing<br> Cost	US	74,851,534	73,115,847	73,584,771	71,903,773	72,828,492	71,218,915	71,292,444	71,295,306	71,494,389	71,219,633	72,216,997
	G&A<br> Cost	US	20,344,599	20,682,215	21,036,711	20,533,288	20,048,940	19,531,125	18,737,202	18,122,361	17,736,578	17,289,437	14,121,659
	Mine Plan
	Santa<br> Cruz Ore	tonnes	4,900,033	4,864,180	4,870,245	4,790,891	4,862,207	5,079,352	4,976,008	4,916,815	4,933,324	5,082,887	4,888,669
	East<br> Ridge Ore	tonnes	514,572	546,294	281,730	674,042	233,284	391,141	465,817	489,403	390,410	351,231	352,061
	Exotic<br> Ore	tonnes	59,858	28,232	310,199	9,533	377,944	3,974	32,667	68,247	150,790	40,439	233,853
	Marginal<br> Material	tonnes	431,148	268,934	343,030	258,734	182,247	193,733	84,554	145,400	134,273	106,709	74,534
	Waste	tonnes	235,553	43,970	106,399	113,504	13,290	77,151	40,989	64,660	27,784	22,370	21,496
	Santa<br> Cruz Tcu	%	1.68%	1.63%	1.48%	1.57%	1.65%	1.62%	1.55%	1.57%	1.56%	1.62%	1.65%
	East<br> Ridge TCu	%	1.74%	1.53%	1.32%	1.61%	1.37%	1.54%	1.56%	1.42%	1.46%	1.32%	1.51%
	Exotic<br> TCu	%	3.34%	5.33%	3.20%	1.51%	2.79%	1.10%	2.56%	2.31%	1.86%	2.55%	2.37%
	Marginal<br> TCu	%	0.53%	0.61%	0.55%	0.52%	0.62%	0.57%	0.51%	0.61%	0.67%	0.61%	0.60%
	Production Profile
	Equivalent<br> Copper Sold	lbs	194,911,416	185,170,550	178,466,821	178,191,666	193,141,118	181,820,308	174,677,022	175,771,313	175,701,169	179,751,140	187,229,902
	C1<br> Cost	US/lb	1.31	1.34	1.43	1.43	1.28	1.33	1.39	1.37	1.39	1.28	1.24
	C2<br> Cost	US/lb	2.55	2.58	2.88	2.81	2.04	2.07	2.18	2.19	2.16	2.02	1.97
	C3<br> Cost	US/lb	2.84	2.87	3.17	3.09	2.33	2.36	2.46	2.47	2.44	2.31	2.26
	Capital Profile
	Initial<br> Capital	US	-	-	-	-	-	-	-	-	-	-	-
	Sustaining<br> Capital	US	40,771,637	29,956,968	72,108,195	52,113,768	29,057,490	26,548,305	37,378,840	46,404,322	34,853,513	29,923,933	26,951,719
	Cumulative<br> Capital	US	1,506,445,580	1,536,402,548	1,608,510,743	1,660,624,511	1,689,682,001	1,716,230,306	1,753,609,146	1,800,013,468	1,834,866,981	1,864,790,915	1,891,742,634
	Processing Profile
	Tonnes<br> Processed		5,905,612	5,707,639	5,805,204	5,733,200	5,655,682	5,668,200	5,559,045	5,619,864	5,608,798	5,581,265	5,549,117
	Recovery<br> to Cathode		63.83%	63.27%	65.96%	59.52%	60.29%	56.41%	61.46%	59.80%	61.02%	58.86%	61.58%
	Recovery<br> to Concentrate		31.46%	32.04%	29.23%	35.95%	35.15%	39.19%	33.93%	35.66%	34.38%	36.63%	33.80%

All values are in US Dollars.

September 2023
SEC Technical Report Summary – Santa Cruz	Page 417
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Report Table
---	---	---	---	---	---	---	---	---	---	---	---	---	---
Period Start			1-Jan-46	1-Jan-47	1-Jan-48	1-Jan-49	1-Jan-50	1-Jan-51	1-Jan-52	1-Jan-53	1-Jan-54	1-Jan-55	1-Jan-56
Period End			31-Dec-46	31-Dec-47	31-Dec-48	31-Dec-49	31-Dec-50	31-Dec-51	31-Dec-52	31-Dec-53	31-Dec-54	31-Dec-55	31-Dec-56
Delay			-	-	-	-	-	-	-	-	-	-	-
Construction			-	-	-	-	-	-	-	-	-	-	-
Operations			1	1	1	1	1	1	1	1	-	-	-
	Counters
	Calendar<br> Year	Num#	2046	2047	2048	2049	2050	2051	2052	2053	2054	2055	2056
	Days<br> in Period	Num#	365	365	366	365	365	365	366	365	365	365	366
	Delay<br> Year	Num#	-	-	-	-	-	-	-	-	-	-	-
	Construction<br> Year	Num#	-	-	-	-	-	-	-	-	-	-	-
	Operations<br> Year	Num#	18	19	20	21	22	23	24	25	-	-	-
	Project Cash Flow (unfinanced)
	Revenue	US	697,888,993	373,321,896	40,848,113	-	-	-	-	-	-	-	-
	Operating<br> Cost	US	(237,565,964)	(146,369,106)	(63,483,509)	-	-	-	-	-	-	-	-
	Royalty	US	(47,981,240)	(25,063,078)	(3,032,314)	-	-	-	-	-	-	-	-
	Working<br> Capital Adjustment	US	967,715	5,842,742	6,841,122	(3,529,463)	-	-	-	-	-	-	-
	Initial<br> Capex (excl. financing)	US	-	-	-	-	-	-	-	-	-	-	-
	Sustaining<br> Capital	US	(31,445,734)	(17,786,713)	(17,786,713)	(43,169,739)	(16,169,739)	-	(40,031,207)	(64,594,754)	-	-	-
	Tax<br> Paid	US	(78,888,417)	(73,941,723)	(33,519,058)	-	-	-	-	-	-	-	-
	Project<br> Net Cash Flow	US	302,975,353	116,004,019	(70,132,360)	(46,699,202)	(16,169,739)	-	(40,031,207)	(64,594,754)	-	-	-
	Cumulative<br> Net Cash Flow	US	4,353,532,649	4,469,536,668	4,399,404,308	4,352,705,106	4,336,535,367	4,336,535,367	4,296,504,160	4,231,909,406	4,231,909,406	4,231,909,406	4,231,909,406
	Operating Cost (LoM)
	Mining<br> Cost	US	151,836,766	97,041,909	47,146,670	-	-	-	-	-	-	-	-
	Processing<br> Cost	US	71,586,110	41,654,733	14,888,310	-	-	-	-	-	-	-	-
	G&A<br> Cost	US	14,143,087	7,672,464	1,448,530	-	-	-	-	-	-	-	-
	Mine Plan
	Santa<br> Cruz Ore	tonnes	4,687,544	2,816,684	368,024	-	-	-	-	-	-	-	-
	East<br> Ridge Ore	tonnes	632,462	249,654	-	-	-	-	-	-	-	-	-
	Exotic<br> Ore	tonnes	154,588	-	-	-	-	-	-	-	-	-	-
	Marginal<br> Material	tonnes	46,623	37,060	-	-	-	-	-	-	-	-	-
	Waste	tonnes	25,675	-	-	-	-	-	-	-	-	-	-
	Santa<br> Cruz Tcu	%	1.61%	1.59%	1.43%	-	-	-	-	-	-	-	-
	East<br> Ridge TCu	%	1.65%	1.27%	-	-	-	-	-	-	-	-	-
	Exotic<br> TCu	%	2.63%	-	-	-	-	-	-	-	-	-	-
	Marginal<br> TCu	%	0.65%	0.68%	-	-	-	-	-	-	-	-	-
	Production Profile
	Equivalent<br> Copper Sold	lbs	183,654,998	98,242,604	10,749,503	-	-	-	-	-	-	-	-
	C1<br> Cost	US/lb	1.29	1.49	5.91	-	-	-	-	-	-	-	-
	C2<br> Cost	US/lb	2.04	2.28	8.13	-	-	-	-	-	-	-	-
	C3<br> Cost	US/lb	2.33	2.56	8.41	-	-	-	-	-	-	-	-
	Capital Profile
	Initial<br> Capital	US	-	-	-	-	-	-	-	-	-	-	-
	Sustaining<br> Capital	US	31,445,734	17,786,713	17,786,713	43,169,739	16,169,739	-	40,031,207	64,594,754	-	-	-
	Cumulative<br> Capital	US	1,923,188,368	1,940,975,081	1,958,761,793	2,001,931,532	2,018,101,271	2,018,101,271	2,058,132,478	2,122,727,232	2,122,727,232	2,122,727,232	2,122,727,232
	Processing Profile
	Tonnes<br> Processed		5,521,217	3,103,397	368,024	-	-	-	-	-	-	-	-
	Recovery<br> to Cathode		60.46%	66.25%	63.40%	-	-	-	-	-	-	-	-
	Recovery<br> to Concentrate		34.96%	28.93%	31.90%	-	-	-	-	-	-	-	-

All values are in US Dollars.

Source: SRK, 2023

September 2023
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19.3	Sensitivity Analysis
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SRK performed a sensitivity analysis to determine the relative sensitivity of the Project’s NPV to a number of key parameters (Figure 19-10). This is accomplished by flexing each parameter upwards and downwards by 10%. The inclusion of the inferred material is included as a sensitivity and is an exception to the 10% flex utilized for other variables. Within the constraints of this analysis, the Project appears to be most sensitive to, material classification, commodity prices, recovery assumptions within the processing plant and mined grades.

SRK cautions that this sensitivity analysis is for information only and notes that these parameters were flexed in isolation within the model and are assumed to be uncorrelated with one another which may not be reflective of reality. Additionally, the amount of flex in the selected parameters may violate physical or environmental constraints present at the operation.

Source: SRK, 2023

Figure19-10: NPV Sensitivity Analysis

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20	Adjacent Properties
---	---
20.1	Cactus Project
---	---

The Cactus project in Pinal County, Arizona, is owned by the Arizona Sonoran Copper Company (ASCU, https://arizonasonoran.com/). The project includes the past producing Sacaton open pit mine and stockpile and further land holdings. The Cactus project is located approximately 9.4 km northeast of IE’s Santa Cruz project.

The QP has been unable to verify the geology and mineralization on the adjacent Cactus project. The Cactus project is not necessarily indicative of the mineralization of the Santa Cruz Project.

September 2023
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21	Other Relevant Data and Information
---	---

There are no additional relevant data or information that would be material to the mineral resource of mine plan for the Santa Cruz Project, beyond what is discussed in the other sections of this report.

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22	Interpretation and Conclusions
---	---
22.1	Geology
---	---

The Santa Cruz Project is comprised of several areas along a southwest-northeast corridor representing portions of a large porphyry copper system separated by extensional Basin and Range normal faults. Each area has experienced variable periods of erosion, supergene enrichment, fault displacement, and tilting into their present positions.

The bedrock geology at the Santa Cruz Project is dominated by Oracle Granite with lesser Proterozoic Diabase intrusions and Laramide porphyry intrusions. There are three main types of copper mineralization found within the Santa Cruz Project: primary hypogene sulfide mineralization which consists of primary cu-sulfide minerals; secondary supergene sulfide mineralization which consists of dominantly chalcocite; and secondary supergene oxide mineralization which consists of mainly atacamite and chrysocolla. Modeling of the Santa Cruz Deposit was divided into four main Cu domains which represent different subcategories of Cu mineralization: the Exotic Domain, Oxide Domain, Chalcocite Enriched Domain, and Primary Domain. The Santa Cruz Deposit contains all 4 domains, whereas the Texaco Deposit contains no exotic copper, and the East Ridge Deposit only consists of the Oxide Domain (primarily acid soluble Cu).

The Santa Cruz Deposit Mineral Resource Estimate was created from the main drillhole database containing 116,388 m of diamond drilling in 129 drillholes, while the Texaco MRE was created from 23 drillholes totaling 21,289 m, and the East Ridge MRE comprises of 18 holes totaling 15,448 m. All drillholes were drilled between 1964 and 2022. Historic diamond drillhole samples were analyzed for total Cu and acid soluble Cu using AAS. Later samples were re-analyzed for cyanide soluble Cu (AAS) and molybdenum (ICP). The Company currently analyzes all samples for total Cu, acid soluble Cu, cyanide soluble Cu, and molybdenum. Due to the re-analyses to determine cyanide soluble Cu within historic samples, there are instances where cyanide soluble Cu is greater than total Cu. It has been determined that the historic cyanide soluble assays are valid as they align with recent assays in 2022 drillholes.

Once a geologic interpretation was established, wireframes were created. When not cut-off by drilling, the wireframes terminate at either the contact of the Cu-oxide boundary layer, the Tertiary sediments/Oracle Granite contact, or the D2 fault. There is an overlap of the Chalcocite Enriched Domain with both the Oxide Domain in the weathered supergene and with the Primary Domain in the primary hypogene mineralization. Otherwise, no wireframe overlapping exists within a given grade domain. Implicit modeling was completed in Leapfrog Geo^TM^which produced reasonable mineral domains that appropriately represent the known controls on grade mineralization.

A block model for each deposit was created that incorporated lithological, structural, and mineralization trends. Each block model was fully validated.

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Nordmin feels that the interpreted geological and mineralization domains produced accurately represents the deposit style of the Santa Cruz, Texaco, and East Ridge Deposits.

22.2	Exploration, Drilling, and Analytical Data Collection in Support of Mineral Resource Estimation

The exploration programs completed by IE and previous operators are appropriate for the deposit style. The programs delineated the Santa Cruz, Texaco, and East Ridge Deposits. Diamond drilling indicates the potential to further define and potentially expand on known exploration areas.

The quantity and the quality of lithological, collar, and downhole survey data collected in the various exploration programs by various operators are sufficient to support the. The sampling is representative of total Cu, acid soluble Cu, cyanide soluble Cu, and molybdenum data in the Santa Cruz, Texaco, and East Ridge Deposits reflecting areas of higher and lower grades, which has been confirmed by 2021 and 2022 diamond drillhole twinning of historic, high-grade drillholes. The twin-hole analysis compared the collar locations, downhole surveys, logging (lithology, alteration, and mineralization), sampling, and assaying between the two groups to determine if the historical holes had valid information and would not be introducing a bias within the geological model or Resource Estimate. Nordmin was able to match most of the intervals for each of the pairs and plotted the grades for Cu, Cu-SEQ, and Mo. In Nordmin’s opinion, for most of the pairs, the assay results compared very well; the high-grade (HG) and low-grade (LG) zones were similar, and the grades tended to cluster in the same local ranges. In Nordmin’s opinion, the twinning has provided a reasonably consistent verification of the earlier Hanna-Getty and ASARCO drill results across all deposits, particularly considering the differences in the assay, survey methods, and QA/QC protocols. Nordmin considered the QA/QC protocols in place for the Project to be acceptable and in line with standard industry practice. Based on the data validation and results of standard, blank, and duplicate analyses, Nordmin is of the opinion that the assay and SG databases are of sufficient quality for the creation of a Mineral Resource Estimate for the Project.

Nordmin is not aware of any drilling, sampling, or recovery factors that could materially impact the accuracy and reliability of the results. In Nordmin’s opinion the drilling, core handling, logging, and sampling procedures meet or exceed industry standards, and are adequate for the purpose of Mineral Resource Estimation.

22.3	Mineral Resource Estimate

The Mineral Resource Estimate was classified in accordance with S-K 1300 definitions. Mineral Resources that are not Mineral Reserves do not have demonstrated economic viability. This estimate of Mineral Resources may be materially affected by environmental permitting, legal, title, taxation, sociopolitical, marketing, or other relevant issues.

Mineral Resource Classification was assigned to broad regions of the Santa Cruz, Texaco, and East Ridge Deposit block models based on the Nordmin QP’s confidence and judgment related to several factors as defined in Section 11.To demonstrate reasonable prospects for eventual economic extraction for the Santa Cruz, Texaco, and East Ridge Mineral Resource Estimates, representational minimum mining unit shapes were created using Deswik’s minimum MSO tool.

The Santa Cruz Project Mineral Resource Estimate, which is exclusive of mineral reserves, is presented in Table 22-1.

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Table22-1: In Situ Mineral Resource Estimate for Santa Cruz, Texaco, and East Ridge Deposits

Classification	Deposit	Mineralized<br><br> <br>Material<br><br> <br>(kt)	Mineralized<br><br> <br>Material<br><br> <br>(k ton)	Total<br><br> <br>Cu<br><br> <br>(%)	Total<br><br> <br>Soluble Cu<br><br> <br>(%)	Acid<br><br> <br>Soluble Cu<br><br> <br>(%)	Cyanide<br><br> <br>Soluble<br><br> <br>Cu (%)	Total Cu<br><br> <br>(kt)	Total<br><br> <br>Soluble Cu<br><br> <br>(kt)	Acid<br><br> <br>Soluble Cu<br><br> <br>(kt)	Cyanide<br><br> <br>Soluble Cu<br><br> <br>(kt)	Total Cu<br><br> <br>(Mlb)
Indicated	Santa<br> Cruz<br><br> <br>(0.70% CoG)	223,155	245,987	1.24	0.82	0.58	0.24	2,759	1,824	1,292	533	6,083
	Texaco<br><br> <br>(0.80% CoG)	3,560	3,924	1.33	0.97	0.25	0.73	47	35	9	26	104
	East<br> Ridge<br><br> <br>(0.90% CoG)	0	0	0.00	0.00	0.00	0.00	0	0	0	0	0
Inferred	Santa<br> Cruz<br><br> <br>(0.70% CoG)	62,709	69,125	1.23	0.92	0.74	0.18	768	576	462	114	1,694
	Texaco<br><br> <br>(0.80% CoG)	62,311	68,687	1.21	0.56	0.21	0.35	753	348	132	215	1,660
	East<br> Ridge<br><br> <br>(0.90% CoG)	23,978	26,431	1.36	1.26	0.69	0.57	326	302	164	137	718
Total
Indicated	All Deposits	226,715	249,910	1.24	0.82	0.57	0.25	2,807	1,859	1,300	558	6,188
Inferred	All Deposits	148,998	164,242	1.24	0.82	0.51	0.31	1,847	1,225	759	466	4,072

Source: Nordmin, 2023

Notes on Mineral Resources:

●	The<br> Mineral Resources in this Estimate were independently prepared, including estimation and<br> classification, by Nordmin Engineering Ltd. and in accordance with the definitions for Mineral<br> Resources in S-K 1300.
●	Mineral<br> Resources that are not Mineral Reserves do not have demonstrated economic viability. This<br> estimate of Mineral Resources may be materially affected by environmental, permitting, legal,<br> title, taxation, sociopolitical, marketing, or other relevant issues.
---	---
●	Verification<br> included multiple site visits to inspect drilling, logging, density measurement procedures<br> and sampling procedures, and a review of the control sample results used to assess laboratory<br> assay quality. In addition, a random selection of the drillhole database results was compared<br> with the original records.
---	---
●	The<br> Mineral Resources in this estimate for the Santa Cruz, East Ridge, and Texaco Deposits used<br> Datamine Studio RM^TM^ software to create the block models.
---	---
●	The<br> Mineral Resources are current to December 31, 2022.
---	---
●	Underground-constrained<br> Mineral Resources for the Santa Cruz Deposit are reported at a cut-off grade of 0.70% total<br> copper, Texaco Deposit are reported at a cut-off grade of 0.80% total copper and East Ridge<br> Deposit are reported at a cut-off grade of 0.90% total copper. The cut-off grade reflects<br> total operating costs to define reasonable prospects for eventual economic extracted by conventional<br> underground mining methods with a maximum production rate of 15,000 tonnes/day. All material<br> within mineable shape-optimized wireframes has been included in the Mineral Resource.
---	---
●	Underground<br> mineable shape optimization parameters include a long-term copper price of US$3.70/lb, process<br> recovery of 94%, direct mining costs between US$24.50-$40.00/processed tonne reflecting various<br> mining method costs (long hole or room and pillar), mining general and administration cost<br> of US$4.00/t processed, onsite processing and SX/EW costs between US$13.40-$14.47/t processed,<br> offsite costs between US$3.29 to US$4.67/t processed, along with variable royalties between<br> 5.00% to 6.96% NSR and a mining recovery of 100%.
---	---
●	Specific<br> Gravity was applied using weighted averages by Deposit Sub-Domain.
---	---
●	All<br> figures are rounded to reflect the relative accuracy of the estimates, and totals may not<br> add correctly.
---	---
●	Excludes<br> unclassified mineralization located along edges of the Santa Cruz, East Ridge, and Texaco<br> Deposits where drill density is poor.
---	---
●	Report<br> from within a mineralization envelope accounting for mineral continuity. Total soluble copper<br> means the addition of sequential acid soluble copper and sequential cyanide soluble copper<br> assays. Total soluble copper is not reported for the Primary Domain.
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September 2023
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There is a potential to increase the Mineral Resource by using infill drilling to expand and increase the Mineral Resource category.

Areas of uncertainty that may materially impact the Mineral Resource Estimate include:

●	Changes<br> to long term metal price assumptions.
●	Changes<br> to the input values for mining, processing, and G&A costs to constrain the estimate.
---	---
●	Changes<br> to local interpretations of mineralization geometry and continuity of mineralized zones.
---	---
●	Changes<br> to the density values applied to the mineralized zones.
---	---
●	Changes<br> to metallurgical recovery assumptions.
---	---
●	Changes<br> in assumption of marketability of the final product.
---	---
●	Variations<br> in geotechnical, hydrogeological, and mining assumptions.
---	---
●	Changes<br> to assumptions with an existing agreement or new agreements.
---	---
●	Changes<br> to environmental, permitting, and social license assumptions.
---	---

Logistics of securing and moving adequate services, labor, and supplies could be affected by epidemics, pandemics and other public health crises including COVID-19 or similar viruses.

These risks and uncertainties may cause delays in economic resource extraction and/or cause the resource to become economically non-viable.

22.4	Mining Methods

The Project is currently not in operation. Mineral resources are stated for three areas: Santa Cruz, Texaco, and East Ridge. For mine planning work, only the Santa Cruz and East Ridge areas were evaluated.

Santa Cruz is located approximately 430 to 970 m below the surface. Based on the mineralization geometry and geotechnical information, an underground longhole stoping (LHS) method is suitable for the deposit. The Santa Cruz deposit will be mined in blocks where mining within a block occurs from bottom to top with paste backfill (PBF) for support. A sill pillar is left in situ between blocks.

Within the Santa Cruz deposit, there is an Exotic domain located approximately 500 to 688 m below the surface and to the east of the main deposit. The Exotic domain consists of flatter lenses that are more amenable to drift and fill (DAF) mining. Cemented waste rockfill will be used for support. The backfill will have sufficient strength to allow mining of adjacent drifts without leaving pillars.

The groundwater flow model developed for the Santa Cruz Project shows that with an active dewatering scenario of pumping from the surface approximately 3,000 gpm for the first 2 years of LoM that the annual average residual passive inflows for the first 10 years of the mine are at or below 12,000 gpm. From year 11 through 25 of LoM, the residual passive inflows range from approximately 15,000 to 18,000 gpm.

Optimizations were run issuing various cut-off grades to identify higher grade areas and to understand the sensitivity of the deposit to cut-off grade.

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Portal boxcut is assumed to start in 2026. Decline and railveyor activities begin in 2027 through to 2028 to access the top portion of the mine. Decline and railveyor resumes in 2033 to access the bottom of the mine. Stoping begins in 2029 with a 1 -year ramp-up period until the mine and plant are operating at full capacity. The currently defined mine life is approximately 3 years of construction and 20 years of production.

22.5	Metallurgy and Processing

Investigating heap leaching of Exotic, Oxide and Chalcocite mineral domains. The test program for heap leaching is in progress and is reported as such in section 10. Some early results are described below. Column leach testing will complete in the fourth quarter of 2023.

22.6	Project Infrastructure

As the Santa Cruz Project is situated in close proximity to Casa Grande, an existing city in Arizona with development and industry, the Project infrastructure road access, rail access, access to ports and smelters, the supply of grid power, and the availability of water for operations for the Santa Cruz Project is well situated.

Power consumption will average 450,000 MW per year over the LoM. Power can initially be provided to the site by grid power from a 69kV transmission line operated by Pinal County ED3. The nearest substation to the Project is 5 km from the current location for the main Santa Cruz mine substation. The Project will ultimately replace grid power with renewable power from solar and other sources that IE is investigating now. IE envisions an overall split of 70% renewable power and 30% grid power when the project reaches maturity.

There appears to be a large water surplus at the Santa Cruz Project due the amount of water that must be pumped to dewater the underground ahead of and during mining operations. The supply of water from dewatering and a smaller component from passive water inflows averages approximately 3,040 m^3^ per hour over the LoM while water consumption averages 400 m^3^ per hour. The surplus of water can be distributed to local stakeholders for use.

In KCB’s opinion, the TSF design approach is viable and appropriate for this stage of design. KCB has identified several key risks that could potentially impact the TSF design approach, which should be investigated in future design stages:

●	No<br> site-specific information is currently available in the TSF footprint to characterize foundation<br> conditions for design. For this design, KCB has assumed conditions based on surficial geology<br> maps, surface observations and subsurface data from other areas of the Project site. Unfavorable<br> foundation conditions may be identified that influence design.
●	Geotechnical<br> and geochemical testing on tailings is limited at this stage. The limited testing represents<br> uncertainty related to geotechnical properties (e.g., tailings strength; beach angles) and<br> geochemical management requirements. KCB elected to include a low-permeability liner in the<br> TSF design to manage uncertainties around geochemical characterization.
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●	The<br> TSF could be impacted by significant flood events (the footprint is within the 1 in 500-yr<br> flood plain and borders the 1 in 100-yr flood plain). Embankment erosion protection is included<br> in the design; however, sizing and extent of protection is not based on site-specific flood<br> mapping.
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●	The<br> identified embankment fill borrow area is located within the 1 in 100-yr return period floodplain,<br> and conceptually will be developed as a pit. Although the regional groundwater table is understood<br> to be well below surface (>125 m) on the site, subsurface conditions in this area are<br> not well understood. Flooding or groundwater rise to the level of the pit would impact the<br> borrow pit and borrow operations.
---	---
●	KCB<br> has assumed that all engineered fills except riprap will be sourced from on-site borrow areas;<br> however, borrow areas have not been characterized to confirm suitability. Fill zones with<br> tighter constraints (e.g., select fill for the perimeter embankment liner corridor; low-permeability<br> fill for the low-permeability layer; clean sand and gravel for the above-liner drainage layer)<br> may require significant processing (e.g., screening; washing) if on-site sources are used.
---	---
●	Wind-blown<br> tailings or construction materials could impact and exceed air quality standards if areas<br> of the impoundment or embankment are left unmitigated. At this design stage, KCB assume that<br> dusting can be controlled through beach wetting, compaction of the embankment fill and progressive<br> placement of embankment slope closure cover/armoring, or use of temporary dust management<br> alternatives prior to placement of the closure cover.
---	---

Recommended studies for to address the key uncertainties/risks in the future design stages are presented in Section 23.4.3.

22.7	Environmental, Closure, and Permitting

The Project is located on private land and permitting is primarily with the State of Arizona, Pinal County, and City of Casa Grande. The ability to operate on private land has the potential to reduce lengthy permitting timelines that result from federal permitting processes.

The utilization of a renewable microgrid will allow the Santa Cruz Project to produce copper with one of the industry's lowest carbon intensities. Such intensities highlight IE 's commitment to implementing cutting-edge mining techniques, conserving energy, and utilizing renewable energy.

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22.8	Project Economics
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The Santa Cruz Project consists of an underground mine and processing facility producing both copper concentrate and copper cathode. The operation is expected to have a 20-year mine life. Under the forward-looking assumptions modeled and documented in this report, the operation is forecast to generate positive cash flow. This estimated cash flow is inherently forward-looking and dependent upon numerous assumptions and forecasts, such as macroeconomic conditions, mine plans and operating strategy, that are subject to change.

The results indicate that, at a copper price of US$3.80/lb, the Project without inferred material returns an after-tax NPV at 8% of US$0.5 billion calculated from the start of construction, an after tax IRR of 14% and a payback period from the start of construction of 10 years. When the inferred material is included in the economic analysis, the after tax NPV @ 8% increases to US$1.3 billion, the after tax IRR increases to 23% and the payback period decreases to 7 years from the start of construction.

The sensitivity analysis performed for this report indicates that the operation’s NPV is most sensitive to the classification of material, the commodity price received, processing plant performance and variations in the grade of ore mined.

September 2023
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23	Recommendations
---	---

The recommended program is for the company to complete a preliminary feasibility level (PFS) Technical Report Summary. The work program required to complete a PFS will consist of associated infill and exploration drilling, analytical and metallurgical test work, hydrogeological and geotechnical drilling, geological modeling, mine planning, and environmental baseline studies to support permitting efforts.

23.1	Resources and Reserves

To advance the Project to a PFS level, Nordmin recommends that infill drilling is performed and that drill results are incorporated into an updated resource model that would allow for the Indicated Mineral Resource to be developed into an initial Probable Mineral Reserve with a focus on the initial 5 years of production. Drilling should be targeted to continue to upgrade Inferred Mineral Resources to Indicated Mineral Resources.

Additional drilling is expected to target an:

●	The<br> Santa Cruz deposit high-grade exotic copper domain.
●	The<br> Southern East Ridge oxide domain.
---	---
●	The<br> Texaco deposit to the south (Texaco Ridge).
---	---
●	Primary<br> Domains, that are not mined or processed in this Initial Assessment.
---	---

Subsequent to a new resource model, engineering work should be completed to a PFS level of study which will provide reserves for the Project.

23.2	Mining Methods

SRK recommends exploring different mining orientations for the Santa Cruz LHS. Currently the Santa Cruz deposit is mining in a transverse orientation. There are areas that require long ore drives to access. Exploring different orientations can potentially lead to shorter ore drives and consequently shorter hauls to the ore passes.

SRK recommends optimizing the stope size when additional geotechnical information is available. Larger stopes allow for more efficient mining and lower operating costs.

SRK recommends evaluating recovering the sill pillar between the upper and lower blocks. The sill pillar is mineralized and it is left in-situ in the current mine plan.

23.2.1	Geotechnical Recommendations

To advance the geotechnical understanding of the Project to a PFS level of study the following investigations are recommended:

●	Incorporate<br> additional drill data to further characterize rock quality domains, rock strengths, and geological<br> structure. East Ridge and Texaco should be targeted for additional drilling.
●	Update<br> the geotechnical block model with additional drill data and lithology interpretation.
---	---
●	Update<br> all stability analyses using new rock characterization data. This includes stope optimization<br> studies and sill pillar recovery techniques.
---	---
●	Continue<br> exploration drilling along potential decline routes to improve decline placement within better<br> rock qualities.
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September 2023
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●	Conduct<br> in-situ stress measurements to better understand the current stress field at site. These<br> learnings can be applied to stability analyses and used in numerical modeling.
---	---
●	Conduct<br> numerical modeling of the mine sequence to better understand redistributions of mining induced<br> stresses which could be detrimental to stability.
---	---
●	An<br> underhand DAF method should be considered for mining at East Ridge and the Exotics at Santa<br> Cruz. An underhand method might allow wider DAF spans but would require additional cement<br> binder and a higher minimum compressive strength requirement.
---	---
●	A<br> study should be conducted to evaluate whether mine waste aggregate is suitable for CRF.
---	---
23.2.2	Hydrogeology
---	---

To advance the understanding of the site hydrogeology to the PFS stage, the following investigations are recommended:

●	Additional<br> characterization of the conglomerates and non-mineralized Oracle Granite around the proposed<br> Decline.
●	Additional<br> characterization of the variability of hydraulic parameters of the mineralized Oracle Granite,<br> along with the porphyry and diabase intrusions, around the Santa Cruz, East Ridge, and Texaco<br> Deposits.
---	---
●	Characterization<br> of the hydraulic parameters of the conglomerate within the Exotics at the Santa Cruz Deposit.
---	---
●	Hydrogeological<br> characterization of the impact of faulting on groundwater movement.
---	---
●	Installation<br> of monitoring wells to collect baseline groundwater data.
---	---
23.2.3	Ventilation
---	---

The development and specification of the ventilation system will be critical to the success of the Project in that the mining zones are located in an area of elevated ground/water temperatures. It is recommended that a series of staged ventilation and thermal models be developed to simulate the ventilation system and predict the climatic temperatures in the working areas. The refinement of the ventilation system through proper modeling will directly impact the timing of the ventilation infrastructure and annual electric power consumption totals.

23.3	Mineral Processing

It is recommended to conduct PFS level studies of both the preferred mill processing system with a conventional slurry type tailings storage facility and cemented paste backfill, and the potentially less costly heap leach processing system. Both mineral process testing studies would focus on geometallurgy and deposit variability regarding economic copper recovery and recovery of other economic by-products, such as molybdenite concentrate.

The high-level scope of the mill processing PFS level study would include:

●	Geometallurgy<br> and variability sample selection, preparation and characterization
●	Comminution<br> studies (SAG Power Index, JK Tech’s Drop Weight Test, High-Pressure Grinding Rolls, Bond Ball Mill Work Index, Artificial Intelligence) including leach residue and rougher concentrate<br> regrind optimization
---	---
●	Leach<br> – Float studies: kinetic bottle roll leach tests followed by rougher flotation and<br> cleaner flotation testing. Use qualitative testing to evaluate settling and filtration characteristics<br> of pre-leach, leach residue and tailings. Evaluate smelter penalty elements
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September 2023
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SEC Technical Report Summary – Santa Cruz	Page 430
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●	Locked<br> cycle flotation testing on geometallurgical units determined from test program
---	---
●	Neutralization<br> testing of acidic leach residue
---	---
●	Solvent<br> extraction testing of PLS samples of various grades and contaminant levels at copper extractant<br> manufacturer
---	---
●	Liquid-solid<br> separation testing on geometallurgical units: pre-leach, leach residue, tailings, rougher<br> concentrate and cleaner concentrate
---	---
●	Evaluate<br> new flotation technologies
---	---
●	Develop<br> recovery formulas for agitated leaching and flotation for each geometallurgical unit
---	---
●	Examine<br> alternative flow sheets
---	---
●	Process<br> vessel materials of construction corrosion testing
---	---
●	Cemented<br> paste backfill testing with tailings
---	---
●	Geotechnical<br> testing of tailings
---	---
●	Geochemical<br> testing of tailings
---	---

The high-level scope of the heap leach processing PFS level study would include:

●	Geometallurgy<br> and variability sample selection, preparation and characterization
●	Crushing<br> study
---	---
●	Column<br> leach study
---	---
●	Ferric<br> iron generation column leach study
---	---
●	PLS<br> solvent extraction isotherm testing
---	---
●	Geotechnical<br> study of heap leach material
---	---
●	Geochemical<br> study of heap leach residue and solution
---	---
●	Cemented<br> paste backfill testing with materials locally available
---	---
23.4	Infrastructure
---	---
23.4.1	Power
---	---

The Project needs to secure grid power supply in order to complete development and commence operations. IE must continue its discussions with ED3, the local power utility, to investigate the conditions, costs for connection and system upgrades, and timeframe to connect to grid power from the local ED3 substation nearest the Santa Cruz property. Third party utility consultants can be employed to speak with ED3 on behalf of IE, and also investigate the possibilities with Salt River Project (SRP) and Public Service of Arizona (APS) for the supply of power from their nearby transmission lines.

IE also should continue its investigations into renewable power options for the Project to develop costs and timelines for installing solar and other green power generating facilities on or near the site.

23.4.2	Water

IE will continue to evaluate the quality of groundwater to model the total dissolved solids and constituents in groundwater over time. The need to distribute water to agricultural and other stakeholders is dependent on meeting water quality standards for those uses.

IE will commence stakeholder engagement in concert with permitting activities to determine the best path forward for distributing or re-injecting excess groundwater.

September 2023
SEC Technical Report Summary – Santa Cruz	Page 431
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23.4.3	Tailings Storage
---	---

KCB recommend the following key studies to advance the TSF design:

●	Conduct<br> a tailings alternatives assessment following a multiple accounts analysis (MAA) framework.<br> The alternatives assessment must consider technical, environmental, and social objectives,<br> and engage a range of project stakeholders.
●	Conduct<br> a site investigation program to evaluate the geotechnical, hydrogeological and geochemical<br> properties of the TSF foundation, and suitability of potential borrow sources. The investigation<br> should comprise drilling, test pitting, geophysics, in-situ hydrogeological testing, sampling<br> and associated laboratory testing.
---	---
●	Perform<br> additional test work (geotechnical, rheological and geochemical) on the tailings. Geochemical<br> testing should include static and kinetic testing to understand long-term acid rock drainage<br> and metal leaching potential, to inform geochemical management strategy.
---	---
●	Conduct<br> site-specific flood-routing modeling to assess TSF and borrow area flood risk.
---	---
●	Perform<br> a TSF staging assessment and review embankment design approach. This assessment should evaluate<br> beach wetting as a viable approach for dust suppression and serve as key input to the TSF<br> water balance.
---	---
●	Develop<br> a TSF water balance as an input to the site-wide water balance. If warranted, investigate<br> TSF configurations with smaller impoundment footprints to limit evaporation loss.
---	---
●	Evaluate<br> the design of the TSF liner system based on modeling and consider changes to seepage management<br> strategy based on findings of the tailings characterization. If an impoundment drainage layer<br> is required, explore alternatives to running outlet pipes below the TSF embankment.
---	---
●	Consider<br> tailings processing methods (e.g., filtration, cycloning) to produce construction materials<br> and offset borrow requirements.
---	---
●	Conduct<br> a site-specific seismic hazard assessment.
---	---
23.5	Environmental and Permitting
---	---

Recommendations for environmental and permitting would include the following:

●	Continue<br> environmental baseline data collection to support major local county and state permitting<br> programs.
●	Continue<br> permitting activities and agency engagement for Pinal County Class II air permit, City<br> of Casa Grande General Plan amendment and zoning changes, Arizona Department of Environmental<br> Quality Aquifer Protection and Reclaim Water Discharge permits, and Arizona Department of<br> Water Resources dewatering permit.
---	---
●	As<br> the facility engineering progresses, advance the closure and reclamation design and engage<br> Arizona State Mining Inspector to obtain an approved Plan.
---	---
●	Develop<br> and implement a community working group to keep local stakeholders informed about the Project’s<br> potential economic and community benefits, as well as the Company’s commitment to safety<br> and the environment.
---	---
23.6	Recommended Work Program Costs
---	---

Table 23-1 summarizes the costs for recommended work programs.

September 2023
SEC Technical Report Summary – Santa Cruz	Page 432
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Table23-1: Summary of Costs for Recommended Work

Discipline	Cost (US$)
Drilling	29.2<br> million
Engineering<br> Studies	16.1<br> million
Laboratory<br> Testing	5.6<br> million
Pilot<br> Plant	3.3<br> million
Permitting	3.0<br> million
PFS<br> Report	5.5<br> million
Total<br> US	$62.7 million

All values are in US Dollars.

Source: SRK, 2023

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SEC Technical Report Summary – Santa Cruz	Page 433
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24	References
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USGS (2023b). Copper, prepared by Daniel M. Flanagan, dflanagan@usgs.gov

Vikre, P., Graybeal, F., & Koutz, F., (2014). Concealed Basalt-Matrix Diatremes with Cu-Au-Ag-(Mo)-Mineralized Xenoliths, Santa Cruz Porphyry Cu-(Mo) System, Pinal County, Arizona. Economic Geology. doi:10.2113/econgeo.109.5.1271

Watts, A. B., Karner, G., & Steckler, M. S., (1982). Lithospheric flexure and the evolution of sedimentary basins. Philosophical Transactions of the Royal Society of London. Series A, Mathematical and Physical Sciences, 305(1489), 249-281.

Watts Griffis McQuat, Evoy, E.F., (1982). Casa Grande Copper Company Ore Reserve Study for the Hanna Mining Company.

WestLand. WestLand Engineering & Environmental Services, (2022a). Biological Evaluation for the Texaco Exploration Project in Casa Grande, Arizona, March 18,2022.

WestLand. WestLand Engineering & Environmental Services, (2022b). OHWM Evaluation: Santa Cruz Exploration Project, March 21, 2022 (rev).

WestLand Engineering & Environmental Services, (2023). Draft Ivanhoe Electric Preconstruction Biological Resources Surveys Summary Report, March 1, 2023.

September 2023
SEC Technical Report Summary – Santa Cruz	Page 437
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25	Reliance on Information Provided by the Registrant
---	---

The Consultant’s opinion contained herein is based on information provided to the Consultants by IE throughout the course of the investigations. Table 25 1 of this section of the Technical Report Summary will:

(i) Identify the categories of information provided by the registrant;

(ii) Identify the particular portions of the Technical Report Summary that were prepared in reliance on information provided by the registrant pursuant to Subpart 1302 (f)(1), and the extent of that reliance; and

(iii) Disclose why the qualified person considers it reasonable to rely upon the registrant for any of the information specified in Subpart 1302 (f)(1).

Table25-1: Reliance on Information Provided by the Registrant

Category	Report Item/ Portion	Portion of Technical Report Summary	Disclose why the Qualified Person considers it reasonable to rely upon the registrant
Claims<br> List	3	3.3<br> Mineral Title	IE<br> provided SRK with a current listing of claims. The information was sourced from IE’s Land Manager and is backed by the The<br> Title Opinion and Reliance letter by Marian Lalonde dated August 30, 2023, of Fennemore Law, Tucson, Arizona
Market<br> Plans	16	Table<br> Text	IE<br> has indicated that the product from the mine will be sold regionally and that the cathode product will be sold at mine gate.
Discount<br> Rates	19	19<br> Economic Analysis	IE<br> provided SRK with discount rates for the economic analysis. The selected discount rate is in-line with SRK’s experience on<br> other projects.
Tax<br> rates and government royalties	19	19<br> Economic Analysis	SRK<br> was provided with income and applicable property tax estimates by IE for application within the model. These rates are in line with<br> SRK’s understanding of the tax regime at the Project location.
September 2023
---
SEC Technical Report Summary – Santa Cruz	Page 438
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Appendices

September 2023
SEC Technical Report Summary – Santa Cruz	Page 439
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Appendix A: Propertyand Rights

September 2023
SEC Technical Report Summary – Santa Cruz	Page 440
---	---
Owner	Claim Name	Serial Number	Disposition	Case Type	Last Assmt Year	Location Date	Acreage	Meridian Township Range Section	Subdiv	Active Serial Count	Lead Case Serial Number
---	---	---	---	---	---	---	---	---	---	---	---
Mesa<br> Cobre Holding Corporation	SCX<br> 1	AMC460163	ACTIVE	LODE	2020	2/26/2020	20.66	14<br> 0060S 0040E 003	NW,SW	AMC460163	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 2	AMC460164	ACTIVE	LODE	2020	2/26/2020	20.66	14<br> 0060S 0040E 003	NW,SW	AMC460164	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 3	AMC460165	ACTIVE	LODE	2020	2/26/2020	20.66	14<br> 0060S 0040E 003	NW,SW	AMC460165	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 4	AMC460166	ACTIVE	LODE	2020	2/26/2020	20.66	14<br> 0060S 0040E 003	NW,SW	AMC460166	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 5	AMC460167	ACTIVE	LODE	2020	2/26/2020	20.66	14<br> 0060S 0040E 003	NE,NW,SW,SE	AMC460167	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 6	AMC460168	ACTIVE	LODE	2020	3/1/2020	20.66	14<br> 0060S 0040E 003	NE,SE	AMC460168	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 7	AMC460169	ACTIVE	LODE	2020	3/1/2020	20.66	14<br> 0060S 0040E 003	NE,SE	AMC460169	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 8	AMC460170	ACTIVE	LODE	2020	3/1/2020	20.66	14<br> 0060S 0040E 003	NE,SE	AMC460170	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 9	AMC460171	ACTIVE	LODE	2020	3/1/2020	20.66	14<br> 0060S 0040E 003	NE,SE	AMC460171	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 10	AMC460172	ACTIVE	LODE	2020	2/26/2020	20.66	14<br> 0060S 0040E 004	SE	AMC460172	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 11	AMC460173	ACTIVE	LODE	2020	2/26/2020	20.66	14<br> 0060S 0040E 003	SW,SE	AMC460173	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 12	AMC460174	ACTIVE	LODE	2020	2/26/2020	20.66	14<br> 0060S 0040E 003	SW	AMC460174	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 13	AMC460175	ACTIVE	LODE	2020	2/26/2020	20.66	14<br> 0060S 0040E 010	NE,NW	AMC460175	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 14	AMC460176	ACTIVE	LODE	2020	3/1/2020	20.66	14<br> 0060S 0040E 003	SE	AMC460176	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 15	AMC460177	ACTIVE	LODE	2020	3/1/2020	12.4	14<br> 0060S 0040E 003	SE	AMC460177	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 16	AMC460178	ACTIVE	LODE	2020	3/1/2020	20.66	14<br> 0060S 0040E 003	SE	AMC460178	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 17	AMC460179	ACTIVE	LODE	2020	3/1/2020	12.4	14<br> 0060S 0040E 002	SW	AMC460179	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 18	AMC460180	ACTIVE	LODE	2020	2/26/2020	20.66	14<br> 0060S 0040E 034	SE	AMC460180	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 19	AMC460181	ACTIVE	LODE	2020	2/26/2020	20.66	14<br> 0070S 0040E 002	NE,SE	AMC460181	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 20	AMC460182	ACTIVE	LODE	2020	2/26/2020	20.66	14<br> 0070S 0040E 002	SE	AMC460182	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 21	AMC460183	ACTIVE	LODE	2020	2/26/2020	20.66	14<br> 0070S 0040E 001	SW	AMC460183	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 22	AMC460184	ACTIVE	LODE	2020	2/26/2020	20.66	14<br> 0070S 0040E 001	NW,SW	AMC460184	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 23	AMC460185	ACTIVE	LODE	2020	2/26/2020	12.4	14<br> 0070S 0040E 001	SW	AMC460185	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 24	AMC460186	ACTIVE	LODE	2020	2/26/2020	20.66	14<br> 0070S 0040E 001	SW,SE	AMC460186	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 25	AMC460187	ACTIVE	LODE	2020	2/26/2020	12.4	14<br> 0070S 0040E 001	SW,SE	AMC460187	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 26	AMC460188	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0060S 0030E 033	NW	AMC460188	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 27	AMC460189	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0060S 0030E 032	NE	AMC460189	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 28	AMC460190	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0060S 0030E 033	NW	AMC460190	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 29	AMC460191	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0060S 0030E 033	NW	AMC460191	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 30	AMC460192	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0060S 0030E 032	NE,SE	AMC460192	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 31	AMC460193	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0060S 0030E 033	NW	AMC460193	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 32	AMC460194	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0060S 0030E 033	NW,SW	AMC460194	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 33	AMC460195	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0060S 0030E 033	NE,NW	AMC460195	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 34	AMC460196	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0060S 0030E 033	NE,NW,SW,SE	AMC460196	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 35	AMC460197	ACTIVE	LODE	2020	3/9/2020	20.66	14<br> 0060S 0030E 032	SE	AMC460197	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 36	AMC460198	ACTIVE	LODE	2020	3/9/2020	20.66	14<br> 0070S 0030E 003	NW	AMC460198	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 37	AMC460199	ACTIVE	LODE	2020	3/9/2020	20.66	14<br> 0060S 0030E 033	SW	AMC460199	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 38	AMC460200	ACTIVE	LODE	2020	3/9/2020	20.66	14<br> 0070S 0030E 003	NW	AMC460200	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 39	AMC460201	ACTIVE	LODE	2020	3/9/2020	20.66	14<br> 0060S 0030E 033	SW	AMC460201	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 40	AMC460202	ACTIVE	LODE	2020	3/9/2020	20.66	14<br> 0070S 0030E 003	NW	AMC460202	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 41	AMC460203	ACTIVE	LODE	2020	3/9/2020	20.66	14<br> 0060S 0030E 033	SW	AMC460203	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 42	AMC460204	ACTIVE	LODE	2020	3/9/2020	20.66	14<br> 0060S 0030E 033	SW	AMC460204	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 43	AMC460205	ACTIVE	LODE	2020	3/9/2020	20.66	14<br> 0060S 0030E 033	SW,SE	AMC460205	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 44	AMC460206	ACTIVE	LODE	2020	3/9/2020	20.66	14<br> 0070S 0030E 003	NE,NW	AMC460206	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 45	AMC460207	ACTIVE	LODE	2020	3/9/2020	20.66	14<br> 0060S 0030E 033	SE	AMC460207	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 46	AMC460208	ACTIVE	LODE	2020	3/9/2020	20.66	14<br> 0070S 0030E 003	NE	AMC460208	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 47	AMC460209	ACTIVE	LODE	2020	3/9/2020	20.66	14<br> 0060S 0030E 033	SE	AMC460209	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 48	AMC460210	ACTIVE	LODE	2020	3/9/2020	20.66	14<br> 0070S 0030E 003	NE	AMC460210	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 49	AMC460211	ACTIVE	LODE	2020	3/9/2020	20.66	14<br> 0060S 0030E 033	SE	AMC460211	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 50	AMC460212	ACTIVE	LODE	2020	3/9/2020	20.66	14<br> 0060S 0030E 033	SE	AMC460212	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 51	AMC460213	ACTIVE	LODE	2020	3/9/2020	20.66	14<br> 0060S 0030E 034	SW	AMC460213	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 52	AMC460214	ACTIVE	LODE	2020	3/9/2020	20.66	14<br> 0060S 0030E 033	SE	AMC460214	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 53	AMC460215	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 003	NW,SW	AMC460215	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 54	AMC460216	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NW	AMC460216	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 55	AMC460217	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 003	NW,SW	AMC460217	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 56	AMC460218	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NW	AMC460218	AMC460163
September 2023
---
SEC Technical Report Summary – Santa Cruz	Page 441
---	---
Owner	Claim Name	Serial Number	Disposition	Case Type	Last Assmt Year	Location Date	Acreage	Meridian Township Range Section	Subdiv	Active Serial Count	Lead Case Serial Number
---	---	---	---	---	---	---	---	---	---	---	---
Mesa<br> Cobre Holding Corporation	SCX<br> 57	AMC460219	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 003	NW,SW	AMC460219	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 58	AMC460220	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NW	AMC460220	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 59	AMC460221	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 003	NW,SW	AMC460221	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 60	AMC460222	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 003	SW	AMC460222	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 61	AMC460223	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 003	NE,NW,SW,SE	AMC460223	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 62	AMC460224	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NE,NW	AMC460224	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 63	AMC460225	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 003	NE,SE	AMC460225	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 64	AMC460226	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NE	AMC460226	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 65	AMC460227	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0070S 0030E 003	NE,SE	AMC460227	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 66	AMC460228	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0070S 0030E 010	NE	AMC460228	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 67	AMC460229	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0070S 0030E 003	NE,SE	AMC460229	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 68	AMC460230	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0070S 0030E 003	SE	AMC460230	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 69	AMC460231	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0070S 0030E 003	NE,SE	AMC460231	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 70	AMC460232	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0070S 0030E 002	SW	AMC460232	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 71	AMC460233	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NW	AMC460233	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 72	AMC460234	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NW,SW	AMC460234	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 73	AMC460235	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NW	AMC460235	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 74	AMC460236	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NW,SW	AMC460236	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 75	AMC460237	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NW	AMC460237	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 76	AMC460238	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NW,SW	AMC460238	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 77	AMC460239	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NW	AMC460239	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 78	AMC460240	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NW,SW	AMC460240	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 79	AMC460241	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NE,NW	AMC460241	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 80	AMC460242	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NE,NW,SW,SE	AMC460242	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 81	AMC460243	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NE	AMC460243	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 82	AMC460244	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NE,SE	AMC460244	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 83	AMC460245	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NE	AMC460245	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 84	AMC460246	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NE,SE	AMC460246	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 85	AMC460247	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NE	AMC460247	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 86	AMC460248	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NE,SE	AMC460248	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 87	AMC460249	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 010	NE	AMC460249	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 88	AMC460250	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 011	NW,SW	AMC460250	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 89	AMC460251	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 011	NW	AMC460251	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 90	AMC460252	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 011	NW,SW	AMC460252	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 91	AMC460253	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 011	NW	AMC460253	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 92	AMC460254	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 011	NW,SW	AMC460254	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 93	AMC460255	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 011	NW	AMC460255	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 94	AMC460256	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 011	NW,SW	AMC460256	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 95	AMC460257	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 011	NW	AMC460257	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 96	AMC460258	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 011	NW,SW	AMC460258	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 97	AMC460259	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 011	NE,NW	AMC460259	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 98	AMC460260	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 011	NE,NW,SW,SE	AMC460260	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 99	AMC460261	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 011	NE	AMC460261	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 100	AMC460262	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 011	NE,SE	AMC460262	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 101	AMC460263	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 011	NE	AMC460263	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 102	AMC460264	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 011	NE	AMC460264	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 103	AMC460265	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 011	NE	AMC460265	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 104	AMC460266	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 011	NE	AMC460266	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 105	AMC460267	ACTIVE	LODE	2020	2/29/2020	20.66	14<br> 0070S 0030E 011	NE,SE	AMC460267	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 106	AMC460268	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0070S 0040E 003	SW	AMC460268	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 107	AMC460269	ACTIVE	LODE	2020	3/31/2020	20.66	14<br> 0070S 0040E 010	NW	AMC460269	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 108	AMC460270	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0070S 0040E 010	NW	AMC460270	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 109	AMC460271	ACTIVE	LODE	2020	3/31/2020	20.66	14<br> 0070S 0040E 010	NW	AMC460271	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 110	AMC460272	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0070S 0040E 003	SW	AMC460272	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 111	AMC460273	ACTIVE	LODE	2020	3/31/2020	20.66	14<br> 0070S 0040E 010	NW	AMC460273	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 112	AMC460274	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0070S 0040E 010	NW	AMC460274	AMC460163
September 2023
---
SEC Technical Report Summary – Santa Cruz	Page 442
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Owner	Claim Name	Serial Number	Disposition	Case Type	Last Assmt Year	Location Date	Acreage	Meridian Township Range Section	Subdiv	Active Serial Count	Lead Case Serial Number
---	---	---	---	---	---	---	---	---	---	---	---
Mesa<br> Cobre Holding Corporation	SCX<br> 113	AMC460275	ACTIVE	LODE	2020	3/31/2020	20.66	14<br> 0070S 0040E 010	NW	AMC460275	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 114	AMC460276	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0070S 0040E 003	SW,SE	AMC460276	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 118	AMC460277	ACTIVE	LODE	2020	3/6/2020	18.6	14<br> 0070S 0040E 021	SW	AMC460277	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 119	AMC460278	ACTIVE	LODE	2020	3/6/2020	18.6	14<br> 0070S 0040E 021	SW	AMC460278	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 120	AMC460279	ACTIVE	LODE	2020	3/6/2020	18.6	14<br> 0070S 0040E 020	SE	AMC460279	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 121	AMC460280	ACTIVE	LODE	2020	3/6/2020	18.6	14<br> 0070S 0040E 021	SW	AMC460280	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 122	AMC460281	ACTIVE	LODE	2020	3/6/2020	20.66	14<br> 0070S 0040E 020	SE	AMC460281	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 123	AMC460282	ACTIVE	LODE	2020	3/6/2020	20.66	14<br> 0070S 0040E 029	NE	AMC460282	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 124	AMC460283	ACTIVE	LODE	2020	3/6/2020	20.66	14<br> 0070S 0040E 029	NE	AMC460283	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 125	AMC460284	ACTIVE	LODE	2020	3/6/2020	20.66	14<br> 0070S 0040E 028	NW	AMC460284	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 126	AMC460285	ACTIVE	LODE	2020	3/6/2020	20.66	14<br> 0070S 0040E 028	NW,SW	AMC460285	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 127	AMC460286	ACTIVE	LODE	2020	3/6/2020	20.66	14<br> 0070S 0040E 028	SW	AMC460286	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 128	AMC460287	ACTIVE	LODE	2020	3/6/2020	20.66	14<br> 0070S 0040E 028	SW	AMC460287	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 129	AMC460288	ACTIVE	LODE	2020	3/6/2020	20.66	14<br> 0070S 0040E 028	SW	AMC460288	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 130	AMC460289	ACTIVE	LODE	2020	3/6/2020	20.66	14<br> 0070S 0040E 028	SW	AMC460289	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 131	AMC460290	ACTIVE	LODE	2020	3/6/2020	9.99	14<br> 0070S 0040E 028	NW	AMC460290	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 132	AMC460291	ACTIVE	LODE	2020	3/6/2020	20.66	14<br> 0070S 0040E 028	NW	AMC460291	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 133	AMC460292	ACTIVE	LODE	2020	3/6/2020	9.99	14<br> 0070S 0040E 028	NE,NW	AMC460292	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 134	AMC460293	ACTIVE	LODE	2020	3/6/2020	20.66	14<br> 0070S 0040E 028	NE,NW	AMC460293	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 135	AMC460294	ACTIVE	LODE	2020	3/6/2020	20.66	14<br> 0070S 0040E 028	NW,SW	AMC460294	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 136	AMC460295	ACTIVE	LODE	2020	3/6/2020	20.66	14<br> 0070S 0040E 028	SW	AMC460295	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 137	AMC460296	ACTIVE	LODE	2020	3/6/2020	20.66	14<br> 0070S 0040E 028	NE,NW,SW,SE	AMC460296	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 138	AMC460297	ACTIVE	LODE	2020	3/6/2020	20.66	14<br> 0070S 0040E 028	SW,SE	AMC460297	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 139	AMC460298	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 027	NW	AMC460298	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 140	AMC460299	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 027	NW,SW	AMC460299	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 141	AMC460300	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 027	NW	AMC460300	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 142	AMC460301	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 027	NW,SW	AMC460301	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 143	AMC460302	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 027	NW	AMC460302	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 144	AMC460303	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 027	NW,SW	AMC460303	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 145	AMC460304	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 027	NW	AMC460304	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 146	AMC460305	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 027	NW,SW	AMC460305	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 147	AMC460306	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 027	NE,NW	AMC460306	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 148	AMC460307	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 027	NE,NW,SW,SE	AMC460307	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 149	AMC460308	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 027	NE	AMC460308	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 150	AMC460309	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 027	NE,SE	AMC460309	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 151	AMC460310	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 027	NE	AMC460310	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 152	AMC460311	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 027	NE,SE	AMC460311	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 153	AMC460312	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 027	NE	AMC460312	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 154	AMC460313	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 027	NE,SE	AMC460313	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 155	AMC460314	ACTIVE	LODE	2020	3/3/2020	16.7	14<br> 0070S 0040E 026	NW	AMC460314	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 156	AMC460315	ACTIVE	LODE	2020	3/3/2020	16.7	14<br> 0070S 0040E 027	NE,SE	AMC460315	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 157	AMC460316	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 027	SW	AMC460316	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 158	AMC460317	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 027	SW	AMC460317	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 159	AMC460318	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 027	SW	AMC460318	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 160	AMC460319	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NW	AMC460319	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 161	AMC460320	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 027	SW	AMC460320	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 162	AMC460321	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 027	SW	AMC460321	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 163	AMC460322	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 027	SW	AMC460322	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 164	AMC460323	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NW	AMC460323	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 165	AMC460324	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 027	SW,SE	AMC460324	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 166	AMC460325	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NE,NW	AMC460325	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 167	AMC460326	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 027	SE	AMC460326	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 168	AMC460327	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 027	SE	AMC460327	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 169	AMC460328	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 027	SE	AMC460328	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 170	AMC460329	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NE	AMC460329	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 171	AMC460330	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 027	SE	AMC460330	AMC460163
September 2023
---
SEC Technical Report Summary – Santa Cruz	Page 443
---	---
Owner	Claim Name	Serial Number	Disposition	Case Type	Last Assmt Year	Location Date	Acreage	Meridian Township Range Section	Subdiv	Active Serial Count	Lead Case Serial Number
---	---	---	---	---	---	---	---	---	---	---	---
Mesa<br> Cobre Holding Corporation	SCX<br> 172	AMC460331	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 027	SE	AMC460331	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 173	AMC460332	ACTIVE	LODE	2020	3/3/2020	16.7	14<br> 0070S 0040E 027	SE	AMC460332	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 174	AMC460333	ACTIVE	LODE	2020	3/3/2020	10.02	14<br> 0070S 0040E 026	SW	AMC460333	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 175	AMC460334	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 035	NW	AMC460334	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 176	AMC460335	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 035	NW	AMC460335	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 177	AMC460336	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NW	AMC460336	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 178	AMC460337	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NW,SW	AMC460337	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 179	AMC460338	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NW	AMC460338	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 180	AMC460339	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NW,SW	AMC460339	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 181	AMC460340	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NW	AMC460340	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 182	AMC460341	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NW,SW	AMC460341	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 183	AMC460342	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NW	AMC460342	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 184	AMC460343	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NW,SW	AMC460343	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 185	AMC460344	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NE,NW	AMC460344	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 186	AMC460345	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NE,NW,SW,SE	AMC460345	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 187	AMC460346	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NE	AMC460346	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 188	AMC460347	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NE,SE	AMC460347	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 189	AMC460348	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NE	AMC460348	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 190	AMC460349	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NE,SE	AMC460349	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 191	AMC460350	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NE	AMC460350	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 192	AMC460351	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NE,SE	AMC460351	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 193	AMC460352	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 034	NE	AMC460352	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 194	AMC460353	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 035	NW,SW	AMC460353	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 195	AMC460354	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 035	NW	AMC460354	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 196	AMC460355	ACTIVE	LODE	2020	3/4/2020	20.66	14<br> 0070S 0040E 035	NW,SW	AMC460355	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 197	AMC460356	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 035	NW	AMC460356	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 198	AMC460357	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 035	NW,SW	AMC460357	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 199	AMC460358	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 035	NW	AMC460358	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 200	AMC460359	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 035	NW,SW	AMC460359	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 201	AMC460360	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 035	NW	AMC460360	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 202	AMC460361	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 035	NW,SW	AMC460361	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 203	AMC460362	ACTIVE	LODE	2020	3/5/2020	20.66	14<br> 0070S 0040E 034	SW	AMC460362	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 204	AMC460363	ACTIVE	LODE	2020	3/5/2020	20.66	14<br> 0070S 0040E 034	SW	AMC460363	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 205	AMC460364	ACTIVE	LODE	2020	3/5/2020	20.66	14<br> 0070S 0040E 034	SW	AMC460364	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 206	AMC460365	ACTIVE	LODE	2020	3/5/2020	20.66	14<br> 0070S 0040E 034	SW	AMC460365	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 207	AMC460366	ACTIVE	LODE	2020	3/5/2020	20.66	14<br> 0070S 0040E 034	SW,SE	AMC460366	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 208	AMC460367	ACTIVE	LODE	2020	3/5/2020	20.66	14<br> 0070S 0040E 034	SE	AMC460367	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 209	AMC460368	ACTIVE	LODE	2020	3/5/2020	20.66	14<br> 0070S 0040E 034	SE	AMC460368	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 210	AMC460369	ACTIVE	LODE	2020	3/5/2020	20.66	14<br> 0070S 0040E 034	SE	AMC460369	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 211	AMC460370	ACTIVE	LODE	2020	3/5/2020	20.66	14<br> 0070S 0040E 035	SW	AMC460370	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 212	AMC460371	ACTIVE	LODE	2020	3/5/2020	20.66	14<br> 0070S 0040E 035	SW	AMC460371	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 213	AMC460372	ACTIVE	LODE	2020	3/5/2020	20.66	14<br> 0070S 0040E 035	SW	AMC460372	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 214	AMC460373	ACTIVE	LODE	2020	3/5/2020	20.66	14<br> 0070S 0040E 035	SW	AMC460373	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 215	AMC460374	ACTIVE	LODE	2020	3/3/2020	20.66	14<br> 0070S 0040E 035	SW	AMC460374	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 216	AMC460375	ACTIVE	LODE	2020	4/6/2020	20.66	14<br> 0050S 0050E 022	SE	AMC460375	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 217	AMC460376	ACTIVE	LODE	2020	4/6/2020	9.64	14<br> 0050S 0050E 022	SE	AMC460376	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 218	AMC460377	ACTIVE	LODE	2020	4/6/2020	9.7	14<br> 0050S 0050E 022	SE	AMC460377	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 219	AMC460378	ACTIVE	LODE	2020	3/1/2020	20.66	14<br> 0050S 0050E 022	SE	AMC460378	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 220	AMC460379	ACTIVE	LODE	2020	3/1/2020	9.64	14<br> 0050S 0050E 022	SE	AMC460379	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 221	AMC460380	ACTIVE	LODE	2020	3/1/2020	9.7	14<br> 0050S 0050E 022	SE	AMC460380	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 222	AMC460381	ACTIVE	LODE	2020	4/6/2020	16.53	14<br> 0070S 0040E 010	NE	AMC460381	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 223	AMC460382	ACTIVE	LODE	2020	3/8/2020	17.22	14<br> 0070S 0040E 003	SE	AMC460382	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 224	AMC460383	ACTIVE	LODE	2020	4/6/2020	13.77	14<br> 0070S 0040E 010	NE	AMC460383	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 225	AMC460384	ACTIVE	LODE	2020	3/31/2020	20.66	14<br> 0070S 0040E 010	NW,SW	AMC460384	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 226	AMC460385	ACTIVE	LODE	2020	3/31/2020	20.66	14<br> 0070S 0040E 010	NW,SW	AMC460385	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 227	AMC460386	ACTIVE	LODE	2020	3/31/2020	20.66	14<br> 0070S 0040E 010	NW,SW	AMC460386	AMC460163
September 2023
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SEC Technical Report Summary – Santa Cruz	Page 444
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Owner	Claim Name	Serial Number	Disposition	Case Type	Last Assmt Year	Location Date	Acreage	Meridian Township Range Section	Subdiv	Active Serial Count	Lead Case Serial Number
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Mesa<br> Cobre Holding Corporation	SCX<br> 228	AMC460387	ACTIVE	LODE	2020	3/31/2020	20.66	14<br> 0070S 0040E 010	NW,SW	AMC460387	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 229	AMC460388	ACTIVE	LODE	2020	3/31/2020	8.61	14<br> 0070S 0040E 010	NE,NW,SW,SE	AMC460388	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 230	AMC460389	ACTIVE	LODE	2020	3/31/2020	20.66	14<br> 0070S 0040E 009	SE	AMC460389	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 231	AMC460390	ACTIVE	LODE	2020	3/31/2020	15.84	14<br> 0070S 0040E 010	SW,SE	AMC460390	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 232	AMC460391	ACTIVE	LODE	2020	3/31/2020	17.22	14<br> 0070S 0040E 010	SW	AMC460391	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 233	AMC460392	ACTIVE	LODE	2020	3/31/2020	13.2	14<br> 0070S 0040E 010	SW,SE	AMC460392	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 244	AMC460393	ACTIVE	LODE	2020	4/7/2020	20.66	14<br> 0070S 0040E 010	SW	AMC460393	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 245	AMC460394	ACTIVE	LODE	2020	4/7/2020	15.84	14<br> 0070S 0040E 010	SW	AMC460394	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 246	AMC460395	ACTIVE	LODE	2020	4/6/2020	20.66	14<br> 0070S 0040E 010	NE,NW	AMC460395	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 247	AMC460396	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0070S 0040E 003	SE	AMC460396	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 248	AMC460397	ACTIVE	LODE	2020	4/6/2020	16.53	14<br> 0070S 0040E 010	NE	AMC460397	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 249	AMC460398	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0070S 0040E 003	SE	AMC460398	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 250	AMC460399	ACTIVE	LODE	2020	4/6/2020	16.53	14<br> 0070S 0040E 010	NE	AMC460399	AMC460163
Mesa<br> Cobre Holding Corporation	SCX<br> 251	AMC460400	ACTIVE	LODE	2020	3/8/2020	20.66	14<br> 0070S 0040E 003	SE	AMC460400	AMC460163
September 2023
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Exhibit 99.1

September 6, 2023

IvanhoeElectric Announces Completion of the Initial Assessment for the Santa Cruz Copper Project in Arizona

TheInitial Assessment Focuses on a Small Surface Footprint, 5.9 Million Tonnes per Year High Grade Underground Copper Mining Operation SupportedSolely by the High-Grade Exotic, Oxide and Enriched Domains of the Santa Cruz and East Ridge Deposits

AdditionalResources at the Texaco Deposit and the Large, Primary Sulfide Resources at Santa Cruz Provide Potential for Future Growth

Lifeof Mine (“LOM”) Copper Production Estimated to be 1.6 Million Tonnes over a 20-Year Mine Life, with an Average Grade of 1.58%Total Copper and C1 Cash Costs^1^ of $1.36 per Pound

EstimatedLOM Copper Production Includes 1.0 Million Tonnes of 99.99% Pure Copper Cathode and 0.6 Million Tonnes of Copper Contained in a Concentratethat is 48% Copper by Weight

InitialCapital Estimate of $1.15 Billion, After-tax NPV8% of $1.32 Billion and IRR of 23.0% Assuming LOM $3.80/lb Copper Price

BaseCase Utilizes 70% Renewable Energy, Resulting in Low Scope 1 and 2 Carbon Dioxide Equivalent (“CO2e”) Emissionsof 0.49 Tonnes of CO2e per Tonne of Copper Produced, Compared to the Industry Average of 3.9 Tonnes of CO2e perTonne of Copper^2^

IvanhoeElectric Controls the Private Surface Land and Patented Mineral Rights Encompassing the Entire SantaCruz Copper Project

^1^ C1 cash costs calculated per Wood Mackenzie’s definition which include mining, processing and G&A costs. C1 cash cost is not a measure recognized by GAAP but is a standard measure used in mining as a reference point to denote the basic cash costs of running a mining operation to allow a comparison across the industry.

^2^Source: Tipple Consulting; Santa Cruz Initial Assessment, 2023 (based on public company disclosures from 2021-2022)

IvanhoeElectric to Host Conference Call to Review the Initial Assessment at 11:00 am ET on Wednesday, September 6, 2023

PHOENIX, ARIZONA –Ivanhoe Electric (NYSE American: IE; TSX: IE) Executive Chairman, Robert Friedland and President and Chief Executive Officer, TaylorMelvin are pleased to provide the results from the Initial Assessment^3^(“IA”) for its Santa Cruz Copper Project, located west of Casa Grande, Arizona. The IA is a preliminary technicaland economic study for the Santa Cruz Copper Project and associated high-grade mineral resources included in the Santa Cruz and EastRidge deposits. The study analyzes the potential for a high-grade underground copper mining operation supported by modern technologiesto reduce environmental impact and powered predominantly by renewable energy.

Mr. Friedland commented: “Completingthe Initial Assessment for our Santa Cruz Copper Project is an important achievement for Ivanhoe Electric as we work to advance a newsource of responsibly produced “green” copper in the United States. Our goal is to develop a modern copper mine that producescopper with among the lowest levels of carbon dioxide output in the industry; a product we think has the potential to attract a premiumprice in the future. Using primarily onsite renewable electricity generation, and with the potential to increase that to meet the Project’sentire future needs, the Initial Assessment shows us that we are on the right track to achieving our goal at Santa Cruz and our largergoal of enhancing U.S. supply chain independence for critical metals. We are excited about the future for our Santa Cruz Project in Arizona.”

Mr. Melvin commented: “TheInitial Assessment for the Santa Cruz Copper Project is the result of a tremendous effort by our team and an important milestone forthe Project. The study provides a first look at our plans for a technologically advanced, underground copper mine in Arizona with attractiveeconomics at today’s copper prices. We are designing the Project to minimize environmental impact through the use of modern technologiesand renewable power. We believe the Santa Cruz Copper Project will become an industry-leading example of responsibly produced copperin the United States, and a source of high-quality jobs in Arizona during development and throughout its anticipated long mine life.”

Highlights of the Initial Assessment

The Santa Cruz IA outlines a potential5.9 million tonnes per year underground mining operation, supported by 105.2 million tonnes of modeled mill feed with an average gradeof 1.58% copper from the Santa Cruz and East Ridge Deposits, resulting in an estimated 20-year mine life.

The IA focuses exclusively on the high-grade exotic, oxide andenriched domains of the Santa Cruz and East Ridge Deposits. The oxide and enriched domains of the Texaco Deposit are not included inthe current study (2.7 million tonnes indicated grading 1.42% total copper and 27.3 million tonnes inferred grading 1.39% total copper,using a 0.80% cut-off grade). Future studies could evaluate the potential addition of the large primary sulfide domains at Santa Cruz(76.2 million tonnes indicated grading 0.88% total copper and 8.0 million tonnes inferred grading 0.92% total copper, using a 0.70% cut-offgrade) and at the Texaco Deposit (0.9 million tonnes indicated grading 1.05% total copper and 35.0 million tonnes inferred grading 1.06%total copper, using a 0.80% cut-off grade), subject to market conditions.

Copper recoveries of 95.4% are expected to be achieved througha combination of solvent extraction and electrowinning (“SX/EW”) and conventional froth flotation.

^3^ The Initial Assessment is the equivalent of a Preliminary Economic Assessment (“PEA”) under Canadian National Instrument 43-101.

The IA includes LOM production forthe Project of 1.0 million tonnes of copper in the form of 99.99% pure copper cathode and 0.6 million tonnes of copper contained in a48% copper concentrate with very low deleterious elements, such as arsenic or lead. LOM average C1 cash costs are expectedto be $1.36 per payable pound of copper, with C3 total costs^4^ expected to average $2.84 per payable pound of copper.

The IA contemplates initial projectcapital expenditures of $1.15 billion, and LOM sustaining capital expenditures totaling $0.98 billion. A three-year construction periodis envisioned to develop the underground workings and build the surface processing facilities.

The IA estimates that the Projecthas a pre-tax net present value (“NPV”) of $1.6 billion at an 8% discount rate and a pre-tax internal rate of return (“IRR”)of 25.1%, using a flat LOM copper price assumption of $3.80 per pound. After-tax NPV is estimated at $1.3 billion with an after-tax IRRof 23.0%, using the same discount rate and copper price assumptions.

The IA is designed to minimize environmentalimpact and minimize surface land disruption. As a result of the small surface footprint required for underground copper mining activitiesincluded in the IA, the total land area expected to be required for the mine, plant, tailings storage facilities and potential on-sitegeneration of renewable solar power covers approximately one-third of the total land package.

The IA base case assumes 70% of thetotal electric power requirements for the Project will be generated by onsite renewable infrastructure, enabling copper production withvery low carbon dioxide equivalent (“CO2e”) emissions of 0.49 tonnes of CO2e per tonne of copper forScope 1 and 2 emissions. In comparison, the global mining industry average is approximately 3.9 tonnes of CO2e per tonne ofcopper equivalent^5^. The subsequent Preliminary Feasibility Study (“PFS”) for the Project will evaluate the potentialuse of combined solar power, battery storage and a geothermal-driven microgrid as renewable power sources to provide up to 100% of theelectricity requirements for the Project.

An all-electric underground heavymining fleet is assumed in the IA, in combination with railveyor technology for material movement, which would significantly reduce carbondioxide emissions and improve energy efficiency. The use of an all-electric underground heavy equipment fleet alone represents an estimated70-80% reduction in Scope 1 emissions when compared to a traditional high-efficiency diesel-powered heavy equipment fleet.

The IA also contemplates placing50% of the mine tailings back underground as cemented paste fill. The remaining 50% will be stored on the surface as thickened tailingsat 65% solid content. Surface tailings will be contained within a ring dyke dam with a capacity to store 56.7 million tonnes. Water managementassociated with tailings storage is minimized as a result of thickened tailings and high evaporation rates in the Sonoran Desert.

^4^ C3 total costs quoted per Wood Mackenzie’s definition of C3 total costs which include mining, processing, G&A, depreciation, depletion and royalties costs. C3 total cost is not a measure recognized by GAAP but is a standard measure used in mining as a reference point to denote the total costs of running a mining operation to allow a comparison across the industry.

^5^ Source: Tipple Consulting; Santa Cruz Initial Assessment, 2023 (based on public company disclosures from 2021-2022)

Ivanhoe Electric controls theprivate surface land and patented mineral rights encompassing the entire Santa Cruz Project. Theentirety of the facilities referenced in the IA, including mining, processing, tailings storage and onsite renewable powergeneration facilities, can be developed on private land under private mineral title. Ivanhoe Electric also controls water rights associated with its Santa Cruz land package.

Video of the Santa Cruz IA operation.Click on the image below for the high-resolution video.

Ivanhoe Electric to Host a ConferenceCall on the Santa Cruz Initial Assessment

On Wednesday, September 6, 2023, IvanhoeElectric will host a conference call to discuss the results of the Santa Cruz IA.

The call will include remarks fromIvanhoe Electric's Executive Chairman Robert Friedland, President and Chief Executive Officer Taylor Melvin and other members of theCompany's management team. It will also feature a question-and-answer session.

DATE: Wednesday, September 6,2023.

TIME: 11:00 am Eastern / 8:00 amPacific / 8:00 am Arizona.

DIAL IN: 1-888-664-6383 or 416-764-8650

LINK: https://app.webinar.net/oE8nX7LrV06

A replay of the call, together withsupporting presentation slides, will be made available on Ivanhoe Electric’s website at www.ivanhoeelectric.com.

Table 1. Summary of the Initial AssessmentEstimated Operating and Economic Results

Production<br> Results
Mine Life	20<br> years
Total LOM Mill Feed	105.2<br> Mt
Nameplate Mill Throughput	15,000<br> tpd
Average Feed Grade (total copper)	1.58%
Average Feed Grade (soluble copper)	1.01%
Average Total Copper Recovery	95.4%
Total LOM Copper Production (in cathode and concentrate)	1.59<br> Mt
Average Copper Production in Cathode (first 10 years)	57<br> ktpa
Average Copper Production in Concentrate (first 10 years)	29<br> ktpa
Operating<br> Costs
Onsite Operating Costs (mining, processing, G&A)	$43.48/t
Average C1 Cash Costs	$1.36/lb
Average C3 Total Costs	$2.84/lb
Capital<br> Costs
Initial Capital Expenditures	$1.15B
Sustaining Capital Expenditures	$0.98B
Total LOM Capital Expenditures	$2.12B
Economic<br> Analysis
Copper Price	$3.80/lb
Pre-Tax Undiscounted Free Cash Flow	$5.22B
Pre-Tax NPV 8%	$1.64B
Pre-Tax IRR	25.1%
After-Tax Undiscounted Free Cash Flow	$4.23B
After-Tax NPV 8%	$1.32B
After-Tax IRR	23.0%

Robust IA Economics for the USA’s “Next Generation” Copper Mine

The IA outlines LOM copper productiontotaling 1.6 million over a 20-year mine life – underpinned by 105.2 million tonnes of modeled mill feed grading 1.58% total copper.Copper C1 cash costs are expected to average $1.36 per pound.

Figure 1. Santa Cruz IA copper salesand cost profile.

Total operating costs (mining, processing,G&A and other) are expected to average $43.48 per tonne processed, including mining costs of $27.33 per tonne, processing costs of$12.84 per tonne and G&A and other costs of $3.31 per tonne.

The initial capital expenditurestotal $1.15 billion, which includes pre-production development of the twin declines and underground infrastructure, purchase of miningequipment, construction of the processing plant and infrastructure facilities and construction of the tailings storage facility.

LOM sustaining capital expenditurestotal $0.98 billion, which includes the capital required to extend the twin declines to the lower portion of the Santa Cruz Deposit,as well as the maintenance of all equipment and supporting infrastructure. It also includes expansion and closure costs of the tailingfacility.

The IA estimates LOM revenue of $12.9billion using a flat copper price assumption of $3.80 per pound. Pre-tax undiscounted free cash flow totals $5.22 billion and pre-taxNPV8% totals $1.64 billion with an IRR of 25.1%.

On an after-tax basis, the IA Projectis estimated to generate $4.23 billion of undiscounted free cash flow, an NPV8% of $1.32 billion with an IRR of 23.0%.

Figure 2. IA economics are sensitiveto the input copper price and capital and operating cost assumptions.

Note: Copper price points calculated by Ivanhoe Electric and insertedinto IA sensitivity model.

The IA is preliminary in nature andincludes an economic analysis that is based, in part, on inferred mineral resources that are considered too speculative geologicallyto have the economic considerations applied to them that would enable the inferred mineral resources to be categorized as mineral reserves.Mineral resources are not mineral reserves and do not have demonstrated economic viability. Accordingly, there is no certainty that theresults of the IA will be realized.

The IA contains economic analyseswhich include and exclude inferred mineral resources. This press release focuses on the economic analysis, including inferred mineralresources. For more information regarding the economic analysis without inferred mineral resources, see the Initial Assessment,which is included as an exhibit to the Form 8-K filed with the SEC in connection with this announcement.

The IA is based on Ivanhoe Electric’sDecember 31, 2022 Mineral Resource Estimate, which includes the Santa Cruz, East Ridge and Texaco Deposits, using a 0.70% coppercut-off at Santa Cruz, 0.90% at East Ridge and 0.80% at Texaco (the “2022 Mineral Resource Estimate”, see February 14th,2023 news release). The economic analysis described in this release and in the IA does not include any mineral resources from theTexaco Deposit.

Phased Approach to Underground MiningOptimizes Initial Capital Expenditures and Maximizes Return on Investment

In the IA, twin declines, each measuring4.3 kilometers, would be developed to access the upper parts of the Santa Cruz and East Ridge deposits. One decline is required for airintake and access, while the other will be required for air exhaust and material movement. To develop the declines, the IA assumes thatconstruction of the portal box cut would begin in 2026, decline development in 2027 and continues through 2028 to access the top portionof the mine. Under these assumptions, stoping activities would begin in 2029 with a 1-year ramp up to the full 15,000 tonnes per daycapacity.

Mining of the upper portion wouldproceed for the first eight years before additional capital expenditures are required to extend the declines by 1.9 kilometers. Additionalsurface infrastructure would be required once mining of the lower portion commences. This would include the second phase constructionof a refrigeration plant, ventilation, water handling, and material handling.

Mine sequencing would employ typicaltransverse longhole stopes for the Santa Cruz deposit on a primary-secondary sequence with paste backfill for support. Mining of theSanta Cruz exotic mineralization has been evaluated using a drift and fill technique with access from the Santa Cruz longhole stopinglevels. The East Ridge deposit will apply a drift and fill mining technique with access directly from the twin declines.

Over the total LOM, 105.2 milliontonnes of mineralized material is expected to be mined. This includes 88.6 million tonnes from the Santa Cruz deposit, 1.9 million tonnesfrom the Santa Cruz exotic mineralization, 9.8 million tonnes from the East Ridge deposit and 4.9 million tonnes of low-grade materialrequired to access the Deposits.

Figure 3. Santa Cruz IA site layout,requiring approximately one-third of the total land package for the mine, plant, process, tailings storage facilities and on-site generationof solar power.

Figure 4. Completed IA mine designplan identifying the Santa Cruz deposit, Santa Cruz zone of exotic mineralization and East Ridge deposit. Key mining infrastructure isalso depicted, such as the portal box cut, twin declines, lateral developments and ventilation raises.

Significant Technical Work Completedto Date Increased Knowledge of the Regional Aquifer and Groundwater Flows

Ivanhoe Electric has conducted adetailed analysis of historical hydrogeological information and completed additional drill holes focused on obtaining additional hydrogeologicalinformation. Using this information, a hydrogeological conceptual site model was developed to determine which rock types have influenceon the storage or movement of groundwater. A groundwater flow model was then developed to evaluate mine dewatering requirements and informmine planning. The underground mine access and mine plan were analyzed against the groundwater flow model and showed that most of themineralization is located within rock relatively low in water inflow.

Ivanhoe Electric has been proactivein its approach to geotechnical data collection. Upon acquisition of the Project, early collection of geotechnical information beganto facilitate the completion of a comprehensive geotechnical model in the early stage of design work, which also informed the groundwaterflow model. As of August 2023, Ivanhoe Electric has completed 71,620 meters of geotechnical drilling.

Copper Recoveries Averaging 95.4%Expected to be Achieved by Using SX/EW for Copper Cathode Production and Froth Flotation Copper Concentrate Production

The IA envisions the production ofcopper through a process that utilizes a conventional design for treating high-grade mixed copper oxide and copper sulfide mineralization.In the IA, total copper recovery averages 95.4% over the LOM.

The IA includes potential LOM productionof 1,587,000 tonnes of copper contained in 99.99% pure cathode and 48% copper concentrate with very low deleterious elements, such asarsenic or lead. LOM copper recovered to cathode totals 1,032,000 tonnes and LOM copper recovered to concentrate totals 555,000 tonnes(65% copper in cathode, 35% copper in concentrate).

Figure 5. Santa Cruz IA summary processingflowsheet showing the production of both copper cathode from copper oxide mineralization and copper concentrate from copper sulfide mineralization.

Ivanhoe Electric is Committed toUtilizing Industry-Leading Mining Technologies and Renewable Power Sources

The IA applies modern mining technologies,including the use of railveyor technology for the efficient movement of mined mineralization from underground to surface. Railveyor isa safe and autonomously operated alternative to traditional belt conveyors or diesel haul trucks. It is also able to recover energy throughregenerative braking during the return phase.

Figure 6. Sandvik roadheader usedfor decline development shown on the left (Source: Sandvik) and railveyor unloading turn shown on the right (Source: Railveyor)

Additionally, the IA base case envisionsthat 70% of the Project’s power requirements will be generated from onsite renewable power sources. The subsequent PFS will investigatethe potential of onsite generation of power from combined solar panels, battery storage and a geothermal-driven microgrid to provide100% of the electricity needs for the Project. Even at 70%, the application in the IA of onsite renewable power for the direct productionof copper would lead to one of the lowest CO2e emissions intensities per pound of copper produced in the industry^6^.

Average carbon intensities in theglobal mining industry stand at approximately 3.9 tonnes of CO2e per tonne of copper equivalent, encompassing both scope 1and 2 emissions^7^. The IA base case anticipates that the average CO2e intensity for Santa Cruz copper (developmentand mining stages) is 0.49 tonnes of CO2e per tonne of copper for scope 1 and 2 emissions.

CO2e intensity is affectedby a variety of factors, including the type and efficiency of the mining equipment used, the grade of the ore, the depth of the mine,and the method of generating electricity.

^6^ Source: Wood Mackenzie, 2023 (based on public disclosure, the Santa Cruz 2023 IA has not been reviewed by Wood Mackenzie).

^7^ Source: Tipple Consulting; Santa Cruz Initial Assessment, 2023 (based on public company disclosures from 2021-2022)

Figure 7. At the IA base case, SantaCruz is projected to be one of the lowest CO2e emissions operations per tonne of copper on the global emissions “cost”curve.

Source: Wood Mackenzie, 2023 (singleyear 2022 data shown, the Santa Cruz 2023 IA has not been reviewed by Wood Mackenzie).

Figure 8. Santa Cruz is projectedto produce less CO2e per Tonne of Copper than other USA copper mines currently in production.

Source: Wood Mackenzie, 2023 (singleyear 2022 data shown, the Santa Cruz 2023 IA has not been reviewed by Wood Mackenzie).

Figure 9. Santa Cruz LOM C1 coppercash costs of $1.36/lb in the IA are projected to be below industry average.

Source: Wood Mackenzie, 2023 (singleyear 2022 data shown, the Santa Cruz 2023 IA has not been reviewed by Wood Mackenzie).

Figure 10. Santa Cruz has the potentialto be a significant copper producer in the US with attractive operating costs.

Source: Wood Mackenzie, 2023 (singleyear 2022 data shown, the Santa Cruz 2023 IA has not been reviewed by Wood Mackenzie).

Ivanhoe Electric is Committed tothe Responsible Development of the Santa Cruz Project through Diligent Permitting, Planning, Environmental Monitoring, Water Managementand Stakeholder Engagement

Data collection for permitting purposesis ongoing using a phased approach – Phase A involves acquiring the information required for the twin decline development permits,and Phase B focuses on obtaining mine development permits. The data included in the IA will form the basis for the permitting process.

To support the permitting process,there are several baseline environmental monitoring programs already in place. These programs include quarterly surface water samplingin major drainages, as well as the installation of piezometers in selected drill holes to collect sub-surface hydrologic data. Waterelevation from existing agricultural wells is measured and a baseline groundwater sampling and monitoring program is being developed.To further assess the impact on local waterways, Ivanhoe Electric has assessed and classified all waterways within the Project areathrough the completion of an ordinary high water mark analysis.

Updated biological, archaeological,and cultural studies have been completed, which assist Ivanhoe Electric in taking the precautionary steps to preserve the ecosystem andcultural heritage. Ivanhoe Electric has, for example, implemented beneficial practices and procedures aimed at protecting migratory birdspecies.

Additionally, meteorological datais monitored to gather site-specific climate and evaporation information. This data, along with the development of an emissions inventory,will help determine the air permitting pathway.

Ivanhoe Electric has commenced engagementwith key stakeholders, including surrounding communities, government agencies and municipalities and local water groups.

Qualified Persons

The Initial Assessment is entitled “S-K 1300 Initial Assessment & Technical Report Summary, Santa Cruz Project, Arizona”, is dated September 6,2023, and was prepared in accordance with Subpart 1300 and Item 601 of Regulation S-K. The Initial Assessment was prepared by the followingfirms: SRK Consulting (U.S.), Inc. (SRK), Nordmin Engineering, Ltd. (Nordmin), M3 Engineering and Technology Corp. (M3), Met Engineering,LLC(Met Engineering), Call & Nicholas, Inc. (CNI), INTERA Incorporated (INTERA), KCB Consultants Ltd. (KCB), Tetra Tech, Inc. (TetraTech), Life Cycle Geo, LLC (LCG), and Haley & Aldrich, Inc. (H&A).

The Initial Assessment will be availableon the SEC’s EDGAR website as an exhibit to a Form 8-K filed by the Company in connection with this announcement.

Other disclosuresof a scientific or technical nature included in this news release with regard to the Santa Cruz Project have been reviewed, verified,and approved by Glen Kuntz, P.Geo, a Qualified Person as defined by Regulation S-K, Subpart 1300 promulgated by the U.S. Securities andExchange Commission and by Canadian National Instrument 43-101. Mr. Kuntz is an employee of Ivanhoe Electric.

IvanhoeElectric will have prepared and filed an independent Preliminary Economic Assessment technical report prepared under Canadian NationalInstrument 43-101 within 45 days of this news release. This report will be available on the company’s website and on the company’sSEDAR profile.

For the purposes of Canadian NationalInstrument 43-101, the independent Qualified Persons responsible for preparing the scientific and technical information disclosed inthis news release are Anton Chan (SRK); Matt Sullivan (SRK); Joanna Poeck (SRK); Christian Ballard (Nordmin); Laurie Tahija (M3); JohnWoodson (M3); Jim Moore (Met Engineering); Rob Cook (CNI); Jim Casey (KCB); Annelia Tinklenberg (INTERA); Daryl Longwell (Tetra Tech);Tom Meuzelaar (LCG); and Eric Mears (H&A). Each Qualified Person has reviewed and approved the information in this news release relevantto the portion of the scientific and technical information for which they are responsible.

The technical report summary andtechnical report include relevant information regarding the assumptions, parameters and methods of the mineral resource estimates onthe Santa Cruz Project, as well as information regarding data verification, exploration procedures and other matters relevant to thescientific and technical disclosure contained in this news release.

About Ivanhoe Electric

We are a U.S. company that combinesadvanced mineral exploration technologies with electric metals exploration projects predominantly located in the United States. We useour accurate and powerful Typhoon™ geophysical surveying system, together with advanced data analytics provided by our subsidiary,Computational Geosciences Inc., to accelerate and de-risk the mineral exploration process as we seek to discover new deposits of criticalmetals that may otherwise be undetectable by traditional exploration technologies. We believe the United States is significantly underexploredand has the potential to yield major new discoveries of critical metals. Our mineral exploration efforts focus on copper as well as othermetals, including nickel, vanadium, cobalt, platinum group elements, gold, and silver. Through the advancement of our portfolio of electricmetals exploration projects, headlined by the Santa Cruz Copper Project in Arizona and the Tintic Copper-Gold Project in Utah, as wellas other exploration projects in the United States, we intend to support United States supply chain independence by finding and deliveringthe critical metals necessary for the electrification of the economy. We also operate a 50/50 joint venture with Saudi Arabian MiningCompany Ma’aden to explore for minerals on ~48,500 km^2^ of underexplored Arabian Shield in the Kingdom of Saudi Arabia.Website: www.ivanhoeelectric.com.

Contact Information

Investors:Valerie Kimball, Director, Investor Relations 720-933-1150

Follow us on Twitter

Ivanhoe Electric’s ExecutiveChairman Robert Friedland: @robert_ivanhoe

Ivanhoe Electric: @ivanhoeelectric

Ivanhoe Electric’s investor relations website located at www.ivanhoeelectric.com should be considered Ivanhoe Electric’s recognized distribution channel for purposes of the Securities and Exchange Commission’s Regulation FD.

Forward-Looking Statements

Certain statements in this news release constitute “forward-looking statements” or “forward-looking information” within the meaning of applicable US and Canadian securities laws. Such statements and information involve known and unknown risks, uncertainties and other factors that may cause the actual results, performance or achievements of the company, its projects, or industry results to be materially different from any future results, performance or achievements expressed or implied by such forward-looking statements or information. Such statements can be identified by the use of words such as “may”, “would”, “could”, “will”, “intend”, “expect”, “believe”, “plan”, “anticipate”, “estimate”, “scheduled”, “forecast”, “predict” and other similar terminology, or state that certain actions, events or results “may”, “could”, “would”, “might” or “will” be taken, occur or be achieved. These statements reflect the company’s current expectations regarding future events, performance and results and speak only as of the date of this news release.

Such statements in this news release include, without limitation: the projections, assumptions and estimates contained in the Initial Assessment, including, without limitation, those relating to exploration, development, capital and operating costs, production, grade, recoveries, metal prices, life of mine, mine sequencing, NPV, IRR, payback, processes, equipment, staffing, emissions, use of land, water, power and other inputs, tailings storage, groundwater flow and estimates of mineral resources; costs and emissions relative to other mines; use of renewable energy; the preparation of a PFS; the functioning of our technology; our ability to accelerate and de-risk the mineral exploration process; potential new discoveries and planned or potential developments in the businesses of Ivanhoe Electric.

Forward-looking statements are based on management’s beliefs and assumptions and on information currently available to management. Such statements are subject to significant risks and uncertainties, and actual results may differ materially from those expressed or implied in the forward-looking statements due to various factors, including we have no mineral reserves, other than at the San Matias project; we have inferred resources that may never be upgraded to a higher category of resource or reserve; we have a limited operating history on which to base an evaluation of our business and prospects; we depend on our material projects for our future operations; our mineral resource calculations at the Santa Cruz Project are only estimates; actual capital costs, operating costs, production and economic returns may differ significantly from those we have anticipated; the title to some of the mineral properties may be uncertain or defective; our business is subject to changes in the prices of copper, gold, silver, nickel, cobalt, vanadium and platinum group metals; we have claims and legal proceedings against one of our subsidiaries; our business is subject to significant risk and hazards associated with exploration activities, mine development, construction and future mining operations; we may fail to identify attractive acquisition candidates or joint ventures with strategic partners or be unable to successfully integrate acquired mineral properties or successfully manage joint ventures; our success is dependent in part on our joint venture partners and their compliance with our agreements with them; our business is extensively regulated by the United States and foreign governments as well as local governments; the requirements that we obtain, maintain and renew environmental, construction and mining permits are often a costly and time-consuming process; our non-U.S. operations are subject to additional political, economic and other uncertainties not generally associated with domestic operations; and our operations may be impacted by the COVID-19 pandemic, including impacts to the availability of our workforce, government orders that may require temporary suspension of operations, and the global economy. These factors should not be construed as exhaustive and should be read in conjunction with the other cautionary statements and risk factors described in Ivanhoe Electric’s Annual Report on Form 10-K and other documents filed with the U.S. Securities and Exchange Commission.

No assurance can be given that such future results will be achieved. Forward-looking statements speak only as of the date of this news release. Ivanhoe Electric cautions you not to place undue reliance on these forward-looking statements. Subject to applicable securities laws, the company does not assume any obligation to update or revise the forward-looking statements contained herein to reflect events or circumstances occurring after the date of this news release, and Ivanhoe Electric expressly disclaims any requirement to do so.