ASX RELEASE

2 December 2021

For personal use only

WATER STUDIES PROVIDE PROCESS SECURITY &

SUPPORT FOR HIGHER PRODUCTION RATES

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  • A Dynamic Water Balance (DWB) study was completed for the Borborema Gold Project by SRK Consulting (SRK) to refine water requirements.
  • SRK modelling outcomes and iterative design improvements have significantly de-risked the water supply issues by determining:
    • A significantly lower than anticipated need for water is required to be pumped to site from external sources (which include the Currais Novos grey water option and ground water sources);
    • There is a near net zero demand for external water for the 2Mtpa base case in some scenarios and smaller than expected demand at expanded throughput, and
  • Maintenance and upgrades of the sewage water facilities at Currais Novos continued to improve water flows to 51.5m3/hr.
  • Implications of recent studies and the water flows currently being obtained at Currais Novos indicate that production increases beyond 2Mtpa up to 4Mtpa are feasible without additional water supply risk.
  • Studies confirmed the importance of the Fine Dyke for water storage and recycling. More geotechnical work and detailed engineering is underway.

__________________________________________________________________________________

Big River Gold Limited (ASX:BRV) (Big River or the Company) is pleased to present the results of the Dynamic Water Balance (DWB) studies completed by SRK Consulting (SRK) and the ongoing water management program to provide water security for the Borborema Gold Project (BGP or Project) providing the company with a potential to increase the plant throughput from that previously reported to the ASX on 23 December 2019 and 8 July 2020 .

Importantly, the DWB study has established water management plans for the Project that indicates minimal additional external water will be required to support a 2 million tonnes per annum (Mtpa) operation. Extending this model and given the rehabilitation of the Currais Novos sewage facilities is progressing well, water supplies available from Currais Novos are considered sufficient to support the expansion of plant throughput up to approximately 4Mtpa.

The question of water management has also been addressed in conjunction with the DWB in the engineering design currently being undertaken for the Engineering Cost Estimate (ECE). This includes assessment of the water filtration from tailings, site wide drainage and water storage and various equipment options that better reduce water loss and increase water re-capture.

For personal use only

Figure 1. View to the south west over the Borborema pit showing the exposed ore zone and infrastructure.

PROCESS WATER & SITE WIDE WATER MANAGEMENT

Dynamic Water Balance

A Dynamic Water Balance study for Borborema completed by SRK identified extended periods when no additional water is required from offsite to support a 2Mtpa operation. Sensitivity analyses of the model demonstrated that in average conditions an occasional peak shortfall of approximately 35m3/hour of process water may be required to be sourced from offsite to support a 2Mtpa plant. These short term demands occur in under 10% of the modelled climatic conditions based on analysis of the historical data by SRK. This equates approximately to a 1 in 10 year dry year1, the impact of which could be mitigated by several water conservation options and incorporation of the small Sao Francisco Dam into the Fines Dyke.

Figure 2. Borborema site layout and water management features (from: "Site-wide water

balance for the Borborema Project", SRK (Oct 2021))

1 A 1% Annual Exceedance Probability (AEP) event.

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Seven scenarios and three sub-scenarios were evaluated in SRK's study with details of each provided in Appendix 1 attached to this announcement.

Incorporated into these were the possible water savings to be obtained by employing evaporation control methods of which the most common technique uses floating covers. In Brazil, using PET plastic bottles as floating covers has reduced evaporation by up to 72% with 80% of the dam area covered.

These scenarios established that the most effective way of reducing any site process water deficit (in order of impact) were:

  1. Delivery of sewage water from Currais Novos;
  2. Implementation of evaporation reduction methods, and
  3. Enlargement of the Fines Dyke storage capacity.

Early decommissioning of the Sao Francisco dam would increase storage to the Fines Dyke, reduce overall evaporation and may also lead to increased water flow without increase in the height of the Fines Dyke dam wall.

Water sourced from borefields in the district would also improve site water management and this potential is being investigated.

Those scenarios with the lowest estimated water deficits are summarised in Table 1.

  • Scenarios E1 and E2 required less greywater inflow than the baseline scenarios to assure the supply of the water demand even in dry years. Scenario E1 required less sewage compared to scenario E2.
  • Scenario F which employed a combination of water management actions (refer Appendix 1) did not need to include the greywater to supply the demand.

Table 1. Comparison of the sewage inflow required from Currais

Novos for each scenario

Sewage demand

Average sewage

Average water déficit

Scenario

adopted1

inflow from Currais

during the plant

(m3/hr)

Novos2 (m3/hr)

operation (m3/hr)

A1

55.3

35.2

0.5

B1

55.3

35.2

0.5

C1

55.3

34.8

2.3

E1

15.0

15.0

0.7

E2

30.0

27.3

0.5

F

0.0

0.0

0.9

  1. This column refers to the Raw Water dam demand on the STP Borborema
  2. This column refers to the average sewage inflow from Currais Novos (note that this value depends on the availability of the stochastic generated sewage)

Currais Novos sewage water facility

Since assuming management and refurbishment of the assigned sewage pump station, BRV has been progressively repairing and refurbishing the sewage boxes and system, reaching flow rates of 51.5 m3/hr. BRV will continue to improve the existing infrastructure and plans to add additional pumps and surge tanks

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as we work toward achieving the 70m3/hr flow for which we have agreed with the local water authority,

CAERN.

In seeking increased water flow and security the Company is negotiating with CAERN to assume more responsibility for the system while working to increase the water allocation assigned to Borborema. We are also investigating identified bore fields to the north and south which may hold the potential to provide significant water flows with gravity feed to site as an additional risk mitigation.

The results of the SRK study are significant for the Project and BRV.

The Company is confident of not requiring additional water supply from Currais Novos in most years to meet a 2Mtpa production profile. Furthermore, the water flows currently being obtained at Currais Novos not only further de-risk the Project but also identify a water source that could support production expansion up to 4Mtpa.

For and on behalf of the Board.

Andrew Richards

Executive Chairman

Big River Gold Ltd

About Big River Gold

Big River Gold Ltd (ASX:BRV), is a mineral exploration and development company listed on the Australian Securities Exchange. Its major focus is the 2.43M ounce Borborema Gold Project in Brazil; a country the Company believes is underexplored and offers high potential for the discovery of world class mineral deposits.

Borborema Gold Project

Borborema is a project with a resource of 2.43Moz gold, located in the Seridó area of the Borborema province in north-eastern Brazil. It is 100% owned by Big River and consists of three mining leases covering a total area of 29 km2 including freehold title over the main prospect area.

The Project benefits from a favourable taxation regime, existing on-site facilities and excellent infrastructure such as buildings, grid power, water and sealed roads. It is close to major cities and regional centres and the services they can provide.

Competent Person Statements

Borborema mineral resource estimate

The information in this announcement that relates to the mineral resource estimate for the Borborema Project was first reported in accordance with ASX Listing Rule 5.8 on 24 July 2017. Big River confirms that it is not aware of any new information or data that materially affects the information included in the announcement of 24 July 2017 and that all material assumptions and technical parameters underpinning the Mineral Resource estimate continue to apply and have not materially changed.

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Borborema ore reserve estimate

The information in this announcement that relates to the Ore Reserve estimate for the Borborema Gold Project was first reported in accordance with ASX Listing Rule 5.9 on 6 March 2018, 29 March 2018 and 11 April 2018. All material assumptions and technical parameters underpinning the Ore Reserve estimate continue to apply and have not materially changed.

That portion of the Ore Reserve that was included in the Stage 1 Mining Schedule for the December 2019 Definitive Feasibility Study (DFS) was reviewed by Porfirio Cabaleiro Rodriguez, BSc. (MEng), MAIG of GE21 as part of the DFS. The Ore Reserve was first reported in accordance with ASX Listing Rule 5.9 on 24 July 2017 and updated on 6 March 2018 and is based on information compiled by Mr. Linton Kirk, Competent Person who is a Fellow and Chartered Professional of The Australasian Institute of Mining and Metallurgy. Mr. Kirk is employed by Kirk Mining Consultants Pty Ltd and is an independent consultant to the company.

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Big River Gold Limited published this content on 01 December 2021 and is solely responsible for the information contained therein. Distributed by Public, unedited and unaltered, on 01 December 2021 23:10:07 UTC.