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KP2 Kore Potash Plc

0.52
0.005 (0.97%)
24 Apr 2024 - Closed
Delayed by 15 minutes
Share Name Share Symbol Market Type Share ISIN Share Description
Kore Potash Plc LSE:KP2 London Ordinary Share GB00BYP2QJ94 ORD USD0.001
  Price Change % Change Share Price Bid Price Offer Price High Price Low Price Open Price Shares Traded Last Trade
  0.005 0.97% 0.52 0.50 0.54 0.525 0.515 0.515 7,175,744 08:20:50
Industry Sector Turnover Profit EPS - Basic PE Ratio Market Cap
0 0 N/A 0

Kore Potash PLC DX Project Pre-Feasibility Study (7830M)

13/05/2020 11:00am

UK Regulatory


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TIDMKP2

RNS Number : 7830M

Kore Potash PLC

13 May 2020

13 May 2020

Kore Potash Plc

("Kore Potash" or the "Company")

Dougou Extension (DX) Project Pre-Feasibility Study

Kore Potash, the potash exploration and development company whose flagship asset is the 97%-owned Sintoukola Potash Project ("Sintoukola" or the "Project"), located within the Republic of Congo ("RoC"), is pleased to announce outcomes of the Dougou Extension ("DX") Potash Solution Mining Project Pre-Feasibility Study ("PFS"). A summary of the results is presented herein.

Highlights:

Strong Financial Outcomes

-- Nameplate production target of 400,000 tpa MoP over an initial 18-year life based on Probable Ore Reserves.

   --    Free on Board ("FOB") Pointe Noire costs of US$86.61/t MoP. 
   --    Average annual EBITDA of US$118 million. 
   --    Average annual post construction, post-tax, free cash flow of approximately US$95 million . 
   --    Approximately 4.3 years post-tax payback period from first production. 

-- Real ungeared post tax IRR of approximately 22.9% and NPV10 (real) of approximately US$319 million on an attributable basis at life-of-mine average MoP price for granular product of US$422/t MoP (Argus Media's price forecast for DX Project's target markets).

-- PFS confirms low technical risk utilising selective solution mining, an efficient potash extraction method in use at multiple potash operations globally.

-- PFS outcomes reinforce Kore's broader development strategy for its deposits in the Sintoukola Potash Basin containing 6.1 Bt of potash Mineral Resources.

Low capital cost and short construction period improve financing options

-- Initial pre-production capital cost of approximately US$286 million (real 2019), including contingency.

   --      Low pre-production capital intensity of US$715/t MoP produced. 
   --      Short construction period of 21 months. 

-- Combination of modest initial capital cost and short construction period improve attractiveness of DX Project to potential financiers.

Competitive costs to supply MoP to target markets

   --      Low average mine gate operating costs of US$65.26/t MoP. 
   --      Free on board (FOB Pointe Noire) costs of US$86.61/t MoP. 
   --      Average cost of MoP delivered to target markets of approximately US$114.61/t MoP. 

-- Close proximity to deep water port at Pointe Noire creates competitive advantage of reduced shipping distance compared to northern hemisphere producers, which tend to be well inland.

-- Higher grade and shallower deposits than majority of existing potash producers contributes to competitive cost structure.

-- Significant competitive advantage via low FOB costs and short shipping distance to target markets in Africa and South America.

High quality Ore Reserves and Mineral Resources

   --      Sylvinite Ore Reserves of 17.7 Mt at a grade of 41.7% KCl. 

-- Grade of the Ore Reserves is in the top quartile of all operating potash mines and potash development projects globally.

   --      Total sylvinite Mineral Resources of 145 Mt at a grade of 39.7% KCl. 

Further upside potential

   --      Ore Reserves tonnage represent 22% of the Indicated Mineral Resources tonnage. 
   --      Inferred Mineral Resources of 66 Mt at a grade of 40.4% KCl not included in the study. 

-- Additional exploration drilling and/ or seismic surveys in the future may support classification of portions of the additional Mineral Resources of 127.3 tonnes at 39.4% KCl as Ore Reserves.

Next steps and Definitive Feasibility Study

-- Planning for the Definitive Feasibility Study (DFS) is progressing well and will be communicated to shareholders once the detailed scope and costing is completed.

-- The DFS planning stage includes consultation with potential debt financiers for the construction of the DX Project.

Cautionary Statement

-- The PFS referred to in this announcement has been undertaken to investigate the potential for a new potash development in the Republic of Congo.

-- The PFS is a preliminary technical and economic study of the potential viability of the DX project and is based on low level technical and economic assessments (AACE Class IV estimate).

-- The PFS Production plan is based on Probable Ore Reserves 17.7 Mt of sylvinite at an average grade of 41.7% KCl.

-- The PFS is based on the material assumptions outlined in this announcement and Appendix B. These include assumptions on availability of funding. While the Company considers all the material assumptions to be based on reasonable grounds, there is no certainty that they will prove to be correct or that the range of outcomes indicated by the PFS will be achieved.

-- To achieve the range of outcomes indicated in the PFS, base case funding in the order of US$286 million will likely be required. Investors should note that there is no certainty that the Company will be able to raise that amount of funding when needed. It is also possible that such funding may only be available on terms that may be dilutive to or otherwise affect the value of the Company's existing shares.

-- It is also possible that the Company could pursue other 'value realisation' strategies such as a sale, partial sale or joint venture of the project. If it does, this could materially reduce the Company's proportionate ownership of the project.

-- Given the uncertainties involved, investors should not make any investment decisions based solely on the results of the PFS.

-- The Mineral Resources and Ore Reserves underpinning the production targets and forecast financial information in this combined AIM/JSE/ASX Release were prepared by Competent Persons in accordance with the requirements of the JORC Code 2012 edition (JORC).

Brad Sampson, CEO of Kore, commented: "The completion of the DX PFS confirms the district scale development potential of this world-class potash basin and the standalone commercial viability of the DX Project.

"The estimated US$286 million capital cost to construct the DX Project in just 21 months makes it attractive from a capital and near-term cashflow perspective, and low operating costs will allow Kore to profitably deliver MoP to our target markets.

"Building on the PFS and previously published positive Scoping Study for the DX Project, we can rapidly progress to conducting a definitive feasibility study, which will continue to improve Kore's understanding of the asset and de-risk the DX Project even further.

"Accelerating the Company into production and early cashflow generation via the DX Project will provide a strong platform to continue to optimise the Tier-1 Kola project and the wider potash basin, and a significantly improved commercial position to undertake its development. In addition, construction of the DX Project will give advantages in terms of overlapping infrastructure, thereby reducing the future capital cost at Kola.

"Developing the DX Project first is the best way forward for all of the Company's stakeholders: our local communities; the Government of the Republic of Congo; and our shareholders. We look forward to working with all these parties as we progress the DX Project into production and look to unlock the significant value within Kore's portfolio."

SGRF commented: " We are pleased with the completion of the DX PFS on time and underbudget and with the quality of the PFS outcomes. The results of the DX PFS indicate attractive economics and simplicity in project design which lends itself to comparatively lower risk in the subsequent construction and operating phases. We are supportive of Kore progressing to a Definitive Feasibility Study on DX."

Table 1: Key Project Metrics (100% basis unless otherwise stated)

 
 Project physicals         Units               Project financials           Units 
                          ---------           ---------------------------  ------ 
 Total MoP production      kt         7 372    Total revenue                US$M    3,113 
 MoP granular product 
  grade                    %KCl       98.5%    Average annual revenue       US$M    169 
 Average MoP production    ktpa       393      Average annual EBITDA        US$M    118 
------------------------  ---------  ------- 
 Capital cost                                  EBITDA margin                %       69.8% 
-----------------------------------  ------- 
                                               Average post-construction, 
 Pre-production                                 post tax annual free 
  capital cost             $M         285.9     cash flow                   US$M    95 
 Capital intensity 
  (at nameplate 
  400,000 tpa MoP)         US$/tpa    715      Free cashflow margin         %       56.4% 
------------------------  ---------  ------- 
                                               Total post tax free 
 Operating costs                                cash flow(2)                US$M    1,469 
-----------------------------------  ------- 
                                               Attributable(3) post 
                                                tax, un-geared NPV (10% 
 Mine Gate Cost            $/t        65.26     real)                       US$M    319 
 FOB (Pointe Noire)                            Attributable(3) post 
  Cost(1)                  $/t        86.61     tax, un-geared IRR          %       22.9% 
                                               Payback period from 
 CFR (Africa) Cost(1)      $/t        114.61    date of first production    years   4.3 
------------------------  ---------  ------- 
                                               Scheduled LOM                years   18.4 
                                               Average forecast MoP         US$/t 
                                                granular price               MoP    422 
                                              ---------------------------  ------  ------ 
 

Notes to Table 1:

1: Excludes Royalty and Sustaining Capex

2: Free cash flow defined as EBITDA minus tax, minus capex

3: Attributable to Kore's interest (i.e. 90% basis)

Table 2: Summary of changes between Scoping and PFS Studies

 
 Financial Drivers               Scoping               PFS 
 Capital Cost Estimate           US$327 million        US$285.9 million 
==============================  ====================  ============================ 
 Operating Cost: Mine 
  Gate                           US$78.85/t MoP        US$65.26/t MoP 
==============================  ====================  ============================ 
 Operating Cost: FOB (Pointe 
  Noire)                         US$82.74/t MoP        US$86.61/t MoP 
==============================  ====================  ============================ 
 Operating Cost: CFR (Africa)    US$107.74/t MoP       US$114.61/t MoP 
==============================  ====================  ============================ 
 Life of Project                 17 years              18.4 years 
==============================  ====================  ============================ 
                                                       US$344 /t Ave for first 
 Potash Price                    US$360/t flat          6 years 
==============================  ====================  ============================ 
                                                       US$456 /t Ave for remaining 
                                                        years 
==============================  ====================  ============================ 
                                                       US$422/t LOM average 
==============================  ====================  ============================ 
 MoP Produced over life          7,074 Mt              7,372 Mt 
==============================  ====================  ============================ 
 Mineral Resource                232Mt @ 38.1% KCl     145 Mt @ 39.7% KCl 
==============================  ====================  ============================ 
                                                       17.7 Mt sylvinite @ 
 Ore Reserve                     Nil                    41.7% KCl 
==============================  ====================  ============================ 
 NPV(10)                         US$221 million        US$319 million 
==============================  ====================  ============================ 
 IRR                             19.3%                 22.9% 
==============================  ====================  ============================ 
 Average annual free cash 
  flow                           US$74 million         US$95 million 
==============================  ====================  ============================ 
                                 Dual well selective   Single well selective 
 Mining Method                    dissolution           dissolution 
==============================  ====================  ============================ 
                                 Purpose built Kore    BOO at existing Pointe 
 Ship loading                     facility              Noire Port 
                                --------------------  ---------------------------- 
 

Notes to Table 2: A key point to note with regards to pricing is the forecast potash price remains beneath the scoping study assumption of US$360/t MoP for the first 6 years of production, at an average price of $US 344/t MoP, until 2029. The average potash price for the remaining life of mine is US$ 456/t MoP. The overall impact of this pricing assumption adds 1% to the IRR of the DX Project when compared to the scoping study pricing assumption

Figure 1: Contributions to Change in IRR from Scoping Study to PFS - IRR Waterfall

(available at www.korepotash.com )

Ore Reserves and Mineral Resources

Ore Reserves (Table 3) were determined from a portion of the Indicated Mineral Resource Estimate which was updated for the PFS. The Sylvinite is hosted by two layers ('seams') referred to as the HWSS and the TSS, separated by 8 to 15 m of rock-salt. Table 4 provides the Mineral Resource Estimate.

Further detail on the Ore Reserves Estimates and Mineral Resource Estimate is provided in Appendix B: (Summary of Information required according to ASX listing Rule 5.9.1) and Appendix C (JORC Code Table 1, Sections 1-4).

Table 3: DX Sylvinite Ore Reserves

 
Classification       Ore Reserves  KCl grade  Mg       Insolubles 
                      (Mt)          (% KCl)    (% Mg)   (% Insol.) 
                     ------------  ---------  ------- 
Probable             17.7          41.7       0.06     0.19 
                     ------------  ---------  -------  ----------- 
Total Ore Reserves   17.7          41.7       0.06     0.19 
-------------------  ------------  ---------  -------  ----------- 
 

Notes to Table 3: The Ore Reserves in Table 3 are gross numbers and the attributable numbers are presented in Appendix D: Kore Potash Mineral Resources and Ore Reserves as of 13 May 2020.

Table 4: DX Sylvinite Mineral Resources (inclusive of Ore Reserves)

 
 Classification             Mineral Resources   KCl Grade   Mg        Insolubles 
                             (Mt)                (% KCl)     (% Mg)    (% Insol.) 
                           ------------------  ----------  -------- 
 Indicated                  79                  39.1        0.06      0.20 
                           ------------------  ----------  -------- 
 Inferred                   66                  40.4        0.05      0.22 
                           ------------------  ----------  -------- 
 Total Mineral Resources    145                 39.7        0.05      0.21 
-------------------------  ------------------  ----------  --------  ------------ 
 

Notes to Table 4: The Sylvinite Mineral Resources in Table 4 are gross numbers and the attributable numbers are presented in Appendix D: Kore Potash Mineral Resources and Ore Reserves as of 13 May 2020.

Reasonable Basis for Forward-Looking Statements (including production target and forecast financial information) and Ore Reserves

This release, inclusive of Appendix A: Summary results of DX Project PFS, contains a series of forward-looking statements. The Company has concluded that it has a reasonable basis for providing these forward-looking statements and the forecast financial information included in this release. This includes a reasonable basis to expect that it will be able to fund the development of the DX Project when required.

The detailed reasons for these conclusions are outlined throughout this release, including in Section 19 of Appendix A. All material assumptions, including the modifying factors, upon which the production target and forecast financial information is based are disclosed in this release (including the summary information in Appendix B and Appendix C). This announcement has been prepared in accordance with the requirements of the JORC and the ASX and AIM Rules.

The estimated Ore Reserves and Indicated Mineral Resources underpinning the production target have been prepared by a Competent Person in accordance with the requirements of JORC. Details of those Ore Reserves and Mineral Resources are set out in this release (including, in relation to the Ore Reserves, the details in Appendix B and C).

The 400,000 tonnes per annum MoP production over an 18.4-year life is underpinned by scheduling of Probable Ore Reserves. No Inferred Mineral Resources, exploration targets or qualifying foreign estimates underpin the production target.

S

   For further information, please visit www.korepotash.com   or contact: 
 
 Kore Potash                        Tel: +27 11 469 9140 
  Brad Sampson - CEO 
 Tavistock Communications           Tel: +44 (0) 20 7920 
  Jos Simson                         3150 
  Edward Lee 
 Canaccord Genuity - Nomad and      Tel: +44 (0) 20 7523 
  Broker                             4600 
  James Asensio 
  Henry Fitzgerald-O'Connor 
 Shore Capital - Joint Broker       Tel: +44 (0) 20 7408 
  Jerry Keen                         4050 
  Toby Gibbs 
  James Thomas 
 

Competent Persons Statement:

The estimated Ore Reserves and Mineral Resources underpinning the production target have been prepared by a Competent Person in accordance with the requirements of the JORC Code.

All information in this report that relates to Mineral Resources is based on information compiled by Ms. Vanessa Santos, P.Geo. of Agapito Associates Inc. Ms. Santos is a licensed professional geologist in South Carolina (Member 2403) and Georgia (Member 1664), USA, and is a registered member (RM) of the Society of Mining, Metallurgy and Exploration, Inc. (SME, Member 04058318), a Recognized Professional Organization' (RPO) included in a list that is posted on the ASX website from time to time.

Ms. Santos has sufficient experience that is relevant to the style of mineralisation and type of Deposit under consideration and to the activity she is undertaking to qualify as a Competent Person, as defined in the 2012 Edition of the "Australasian Code for Reporting of Exploration Results, Mineral Resources and Ore Reserves" (the JORC Code). Mrs. Santos consents to the inclusion in this report of the matters based on the information in the form and context in which it appears.

All information in this report that relates to Ore Reserves is based on information compiled or reviewed by, Dr. Michael Hardy, a Competent Person who is a registered member in good standing (Member #01328850) of Society for Mining, Metallurgy and Exploration (SME) which is an RPO included in a list that is posted on the ASX website from time to time.

Dr. Michael Hardy has sufficient experience that is relevant to the style of mineralization and type of deposit under consideration and to the activity being undertaken to qualify as a Competent Person as defined in the 2012 Edition of the "Australasian Code for Reporting of Exploration Results, Mineral Resources and Ore Reserves" (the JORC Code).. Michael Hardy has verified that this report is based on and fairly and accurately reflects in the form and context in which it appears, the information in the supporting documentation relating to preparation of the Ore Reserves.

Dr. Michael Hardy president of Agapito Associates Inc is not associated or affiliated with Kore Potash or any of its affiliates. Ms. Santos is full time employee of Agapito Associates Inc. and is not associated or affiliated with Kore Potash or any of its affiliates. Agapito Associates Inc will receive a fee for the preparation of the Report in accordance with normal professional consulting practices. This fee is not contingent on the conclusions of the Report and Agapito Associates Inc. Michael Hardy will receive no other benefit for the preparation of the Report. Michael Hardy does not have any pecuniary or other interests that could reasonably be regarded as capable of affecting their ability to provide an unbiased opinion in relation to the Dougou Extension Potash Project. Agapito Associates Inc does not have, at the date of the Report, and has not had within the previous years, any shareholding in or other relationship with Kore Potash or the Dougou Extension Potash Project and consequently considers itself to be independent of Kore Potash.

Forward-Looking Statements

This release contains certain statements that are "forward-looking" with respect to the financial condition, results of operations, projects and business of the Company and certain plans and objectives of the management of the Company. Forward-looking statements include those containing words such as: "anticipate", "believe", "expect," "forecast", "potential", "intends," "estimate," "will", "plan", "could", "may", "project", "target", "likely" and similar expressions identify forward-looking statements. By their very nature forward-looking statements are subject to known and unknown risks and uncertainties and other factors which are subject to change without notice and may involve significant elements of subjective judgement and assumptions as to future events which may or may not be correct, which may cause the Company's actual results, performance or achievements, to differ materially from those expressed or implied in any of our forward-looking statements, which are not guarantees of future performance.

Neither the Company, nor any other person, gives any representation, warranty, assurance or guarantee that the occurrence of the events expressed or implied in any forward-looking statement will occur. Except as required by law, and only to the extent so required, none of the Company, its subsidiaries or its or their directors, officers, employees, advisors or agents or any other person shall in any way be liable to any person or body for any loss, claim, demand, damages, costs or expenses of whatever nature arising in any way out of, or in connection with, the information contained in this document.

In particular, statements in this release regarding the Company's business or proposed business, which are not historical facts, are "forward-looking" statements that involve risks and uncertainties, such as Mineral Resource estimates market prices of potash, capital and operating costs, changes in project parameters as plans continue to be evaluated, continued availability of capital and financing and general economic, market or business conditions, and statements that describe the Company's future plans, objectives or goals, including words to the effect that the Company or management expects a stated condition or result to occur. Since forward-looking statements address future events and conditions, by their very nature, they involve inherent risks and uncertainties. Actual results in each case could differ materially from those currently anticipated in such statements. Shareholders are cautioned not to place undue reliance on forward-looking statements, which speak only as of the date they are made. The forward-looking statements are based on information available to the Company as at the date of this release. Except as required by law or regulation (including the ASX Listing Rules), the Company is under no obligation to provide any additional or updated information whether as a result of new information, future events or results or otherwise.

Summary information

This announcement has been prepared by Kore Potash plc. This document contains general background information about Kore Potash plc current at the date of this announcement and does not constitute or form part of any offer or invitation to purchase, otherwise acquire, issue, subscribe for, sell or otherwise dispose of any securities, nor any solicitation of any offer to purchase, otherwise acquire, issue, subscribe for, sell, or otherwise dispose of any securities. The announcement is in summary form and does not purport to be all-inclusive or complete. It should be read in conjunction with the Company's other periodic and continuous disclosure announcements which are available to view on the Company's website www.korepotash.com .

The release, publication or distribution of this announcement in certain jurisdictions may be restricted by law and therefore persons in such jurisdictions into which this announcement is released, published or distributed should inform themselves about and observe such restrictions.

Not financial advice

This document is for information purposes only and is not financial product or investment advice, nor a recommendation to acquire securities in Kore Potash plc. It has been prepared without considering the objectives, financial situation or needs of individuals. Before making any investment decision, prospective investors should consider the appropriateness of the information having regard to their own objectives, financial situation and needs and seek legal and taxation advice appropriate to their jurisdiction.

Market Abuse Regulation

This announcement is released by the Company and contains inside information for the purposes of the Market Abuse Regulation (EU) 596/2014 ("MAR") and is disclosed in accordance with the Company's obligations under Article 17 of MAR. The person who arranged for the release of this announcement on behalf of the Company was Brad Sampson, CEO. This announcement has been authorised for release by the Board of Directors

APPIX A

Summary results of DX Project PFS

   1.    Project Introduction: 

Kore Potash Plc ("Kore", the "Company" or "KP2") is a mineral exploration and development company that is incorporated in the United Kingdom and listed on the AIM (as KP2), the Australian Securities Exchange (ASX, as KP2) and the Johannesburg Stock Exchange (JSE, as KP2).

The primary asset of Kore is the Sintoukola Potash Project which includes the Dougou Extension Sylvinite Deposit ("DX") and the Kola Sylvinite deposit ("Kola") in the Republic of Congo (RoC), held by the 97%-owned Sintoukola Potash SA (SPSA). SPSA has 100% ownership of the Dougou Mining Lease, on which the DX Project is located. All outcomes detailed within this PFS are expressed on a 100% basis with exception of Project Net Cashflow, NPV and IRR, which are expressed on a 90% attributable basis.

Following a review of the strategic options within the Sintoukola District, the Company formed the view that a reduced-scale potash development at the DX Project has strong potential to expedite the Company's path to cash flow generation and consequently, accelerate the subsequent development of the Kola Project.

The DX Solution Mining Project (the "DX Project") provides a more rapid path to production with a significantly smaller capital cost than required for the Kola project. Development of this project will establish Kore Potash as the first potash producer in the Republic of Congo in over 40 years. The smaller scale of the Project comes with relatively low operational and financial risks.

Development of the DX Project is expected to create a low-cost potash operation producing approximately 400,000 tons per annum (tpa) of K60 Muriate of Potash (MoP) annually. The mining target is the DX Sylvinite Mineral Resource, a sylvinite deposit with exceptionally high KCl grade. Selective solution mining and processing technology will be employed, resulting in minimal waste brine which will be disposed of to the sea. Solution mining is the most effective means of exploiting an underground potash resource at a reduced scale, and the method is proven across other operations globally.

The DX Project is located approximately 65 km North of Pointe Noire and 13 km from the coast (Figure 1).

The DX PFS considers the mining of the DX Sylvinite, and the production of circa 400,000 tpa of K60 MoP and its export and considers all associated infrastructure. It delivers an economic model with a scheduled life of project of 18.4 years based on Ore Reserves of 17.7 Mt at 41.7% KCl.

Kore commissioned a range of subject matter expert consultants to conduct a PFS for the DX Project. The team of consultants comprises Innovare Technologies Ltd. as solution mining, process and drilling consultants, Agapito Associates Inc. as mine designers and Competent Persons for the Mineral Resource and Ore Reserve estimation, Engcomp Engineering and Computing Professionals as engineering services consultant, Change Energy Services as natural gas virtual pipeline consultant and PRDW, port and coastal consulting engineers.

In accordance with JORC, the Competent Persons (CP) for the DX Project are:

Ms. Vanessa Santos, P.Geo. of Agapito Associates Inc., for the Exploration Results and Mineral Resources. Ms. Santos is a licensed professional geologist in South Carolina (Member 2403) and Georgia (Member 1664), USA, and is a registered member (RM) of the Society of Mining, Metallurgy and Exploration, Inc. (SME, Member 04058318), an RPO included in a list that is posted on the ASX website from time to time.

Dr. Michael Hardy of Agapito Associates Inc, for the Reserve Review (RR). Dr. Hardy is a registered member in good standing (Member #01328850) of Society for Mining, Metallurgy and Exploration (SME), an RPO included in a list that is posted on the ASX website from time to time.

Appendix A Figure 1 : Location Map showing DX Project

(available at www.korepotash.com )

   2.    Sylvinite Mineral Resource: 

Appendix C provides the JORC Table 1 Sections 1 to 4.

At DX the potash is hosted by two flat-lying or gently dipping (mostly <10deg) layers (referred to as 'seams') at a depth of approximately 300-450 metres below surface. These seams are separated by 8 to 15 metres of rock-salt. The uppermost seam is the Top Seam (TS) and the lowermost is the Hanging Wall Seam (HWS). These seams may be composed of sylvinite or carnallite. Carnallite may occur immediately below the sylvinite but these rock types are never mixed. The Mineral Resources Estimate ("MRE") is for the sylvinite only and the sylvinite seams are referred to as the HWSS and the TSS and average 3.5 and 7.4 m thick respectively. The TSS is comprised of 3 sub-seams between which there are layers of rock-salt.

In September 2019 the Company commissioned DMT GmbH&Co KG of Germany (DMT) to carry out a 60-line km 2D seismic survey over an area coinciding with the Indicated Mineral Resource (Figure 2) to provide higher resolution data for important geological contacts and to guide the improved interpretation of the position and dip of the potash layers. Processing of this data was carried out by DMT Petrologic GmbH & Co. KG of Germany (Petrologic). Between November 2019 and January 2020 Kore completed 2 new drill-holes; DX_07 and DX_09B. A third drill-hole DX_08 was stopped above the evaporite due to drilling difficulties. The positions of all drill-holes within the DX MRE are provided in Table 1. The sylvinite intersections in these new holes are provided in Table 2 along with the intersections of all previous drill-holes. The MRE was completed by creating a 3D wireframe for the sylvinite seams using drilling and seismic data, then by creating a 50 x 50 m block model with variable thickness into which grade was estimated using Inverse Distance Squared (IDW(2) ). Only blocks with a thickness of 1 metre or more were considered for the MRE. Table 3 provides the MRE for the HWSS and TSS 6-8. Figures 3 and 4 are maps showing the distribution and thickness of the HWSS and the TSS. Figure 5 provides a typical cross-section through the deposit.

Appendix A Figure 2 : Map showing the Exploration data supporting the DX MRE

(available at www.korepotash.com )

Appendix A Table 1: Collar positions of all holes within the DX deposit. All holes were drilled vertically

 
 BHID      X           Y           Z       Depth    Collar Survey   Notes 
                                            (m)      type 
                                                                    Kore 
 DX_01     787201.22   9529045.8   54.64   551.7    DGPS             hole 
          ----------  ----------  ------  -------  --------------  --------- 
                                                                    Kore 
 DX_02     782845.02   9529278.3   34.73   484.4    DGPS             hole 
          ----------  ----------  ------  -------  --------------  --------- 
                                                                    Kore 
 DX_03     790475.49   9533343.7   39.54   421.9    DGPS             hole 
          ----------  ----------  ------  -------  --------------  --------- 
                                                                    failed 
 DX_06     788565      9531306     51.90   343.0    GPS/DTM          hole 
          ----------  ----------  ------  -------  --------------  --------- 
                                                                    Kore 
 DX_07     790559.2    9529112.8   61.40   486.0    DGPS             hole 
          ----------  ----------  ------  -------  --------------  --------- 
                                                                    failed 
 DX_08     790550.6    9529982.8   52.40   323.0    DGPS             hole 
          ----------  ----------  ------  -------  --------------  --------- 
                                                                    Kore 
 DX_09B    791082.6    9530224     50.50   480.0    DGPS             hole 
          ----------  ----------  ------  -------  --------------  --------- 
                                                                    Kore 
 ED_01     791144.84   9529490.7   55.29   525.2    DGPS             hole 
          ----------  ----------  ------  -------  --------------  --------- 
                                                                    Kore 
 ED_03     789848.75   9528941.2   62.9    492.2    DGPS             hole 
          ----------  ----------  ------  -------  --------------  --------- 
                                                    Historic 
 K52       791162.76   9529488.7   56.57   1050.0    survey         Historic 
          ----------  ----------  ------  -------  --------------  --------- 
 K62       789179.19   9530654.4   59.79   531.0    DGPS            Historic 
          ----------  ----------  ------  -------  --------------  --------- 
 

Appendix A Table 2: All drill hole intersections within the DX deposit including those of carnallite and halite

 
 Drill-hole      Seam    Mineralogy    Depth From   Depth     True Thickness   KCl % 
                                        (m)          To (m)    (m) 
 ED_01           TSS     sylvinite     403.98       409.14    5.16             31.8 
                ------  ------------  -----------  --------  ---------------  -------- 
  HWSS    sylvinite                    421.93       426.4     4.47             57.7 
 ------  ---------------------------  -----------  --------  ---------------  -------- 
 ED_03           TS      halite        -            -         -                - 
                ------  ------------  -----------  --------  ---------------  -------- 
  HWSS    sylvinite                    398.95       403.16    4.21             59.5 
 ------  ---------------------------  -----------  --------  ---------------  -------- 
 DX_01           TSS     sylvinite     430.76       437.59    6.83             27.8 
                ------  ------------  -----------  --------  ---------------  -------- 
  HWS     carnallite                   449.4        462.35    12.95            24.6 
 ------  ---------------------------  -----------  --------  ---------------  -------- 
 DX_02           TS      truncated     -            -         -                - 
                ------  ------------  -----------  --------  ---------------  -------- 
  HWSS    sylvinite                    429.4        430.43    1.03             61.6 
 ------  ---------------------------  -----------  --------  ---------------  -------- 
 DX_03           TSS     sylvinite     309.43       310.58    1.15             59.1 
                ------  ------------  -----------  --------  ---------------  -------- 
  HWSS    sylvinite                    323.9        324.51    0.61             62.9 
 ------  ---------------------------  -----------  --------  ---------------  -------- 
  HWS     carnallite                   324.51       336.9     12.39            25.1 
 ------  ---------------------------  -----------  --------  ---------------  -------- 
 DX_07           TSS     sylvinite     388.48       391.2     2.72             25.6 
                ------  ------------  -----------  --------  ---------------  -------- 
  HWSS    sylvinite                    401.1        405.32    4.22             56.4 
 ------  ---------------------------  -----------  --------  ---------------  -------- 
 DX_09B          TSS     sylvinite     361.9        366.75    4.85             32 
                ------  ------------  -----------  --------  ---------------  -------- 
  HWSS    sylvinite                    379.3        381.01    1.71             53.8 
 ------  ---------------------------  -----------  --------  ---------------  -------- 
  HWS     carnallite                   381.01       386.25    5.24             No data 
 ------  ---------------------------  -----------  --------  ---------------  -------- 
 K52             TSS     sylvinite     406.15       411.02    4.87             31.9 
                ------  ------------  -----------  --------  ---------------  -------- 
  HWSS    sylvinite                    423.55       427.16    3.61             57.5 
 ------  ---------------------------  -----------  --------  ---------------  -------- 
 K62 Historic 
  potash 
  hole           TS      carnallite    440.41       445.73    5.32             19.1 
                ------  ------------  -----------  --------  ---------------  -------- 
  HWS     carnallite                   455.42       461.98    6.56             24.3 
 ------  ---------------------------  -----------  --------  ---------------  -------- 
 

Note to Table 2: TS or HWS refers to intersections where the seam is not sylvinite

Appendix A Table 3: Dougou Extension for the HWSS and the TSS (Mineral Resources are reported inclusive of Ore Reserves)

 
 Mineral      Seam          Sylvinite   Average     Contained   Average      Insol content   Mg (%) 
  Resource                   (Mt)        grade (%    KCl (Mt)    thickness    (%) 
  Category                               KCl)                    (m) 
             ------------  ----------  ----------  ----------  -----------  -------------- 
 Measured      -             -           -           -           -            -               - 
 Indicated    HWSS          28          57.1        15.9        3.8          0.12            0.02 
 Inferred     HWSS          17          60.4        10.2        3.0          0.17            0.02 
                                                   ---------- 
 Total        HWSS          45          58.3        26.1        3.5          0.14            0.02 
===========  ============  ==========  ==========  ==========  ===========  ==============  ======= 
 Measured      -             -           -           - 
 Indicated    TSS 6-8       51          29.3        14.9        4.6          0.25            0.08 
 Inferred     TSS 6-8       49          33.5        16.5        4.2          0.24            0.07 
                                                   ---------- 
 Total        TSS 6-8       100         31.4        31.4        4.4          0.24            0.07 
===========  ============  ==========  ==========  ==========  ===========  ==============  ======= 
 Measured      -             -           -           - 
 Indicated    both seams    79          39.1        30.8        4.3          0.20            0.06 
 Inferred     both seams    66          40.4        26.7        3.8          0.22            0.05 
                                       ----------  ---------- 
 Total        both seams    145         39.7        57.5        4.1          0.21            0.05 
===========  ============  ==========  ==========  ==========  ===========  ==============  ======= 
 

Notes to Table 3:

The effective date of this MRE is 13 May 2020.

Mineral Resources are reported using a 15% KCl cut-off grade

The MRE is for sylvinite only and includes areas that are modelled as being underlain by carnallitite.

The density was calculated for each model block based on the KCl content using the formula DENSITY= (KCl-742.53)/ (-337.53), based on a regression line of density data (by pycnometer) versus KCl %.

Appendix A Figure 3 : HWSS thickness map

(available at www.korepotash.com )

Appendix A Figure 4 : TSS thickness map

(available at www.korepotash.com )

Appendix A Figure 5 : Typical cross-section through the DX deposit. Annotations referred to in the JORC Table in Appendix C

(available at www.korepotash.com )

   3.    Ore Reserves: 

The DX Sylvinite Ore Reserves are 17.7 Mt at 41.7% KCl, with an equivalent contained MoP of 7.37 Mt with a KCl grade of 98.5%. The estimate of Ore Reserves was completed by Agapito Associates Inc and was prepared in accordance with the JORC Code.

Appendix B contains a summary of information required according to ASX Listing Rule 5.9.1 and Appendix C contains section 4 of the JORC Code Table 1 Checklist of Assessment and Reporting Criteria.

Details of the Ore Reserve Estimate are shown in Table 4 below.

Appendix A Table 4: DX Sylvinite Ore Reserves

 
      Seam         Classification   Ore Reserves    KCl      Mg    Insolubles 
                                       Tonnage     (%KCl)   (%Mg)   (%Insol.) 
                                        (Mt) 
                   ---------------  ------------  -------  ------ 
 Proved                                  0           0       0         0 
 ---------------------------------  ------------  -------  ------  ---------- 
 Probable                               9.9        29.8     0.08      0.23 
 ---------------------------------  ------------  -------  ------  ---------- 
TSS                 Total               9.9        29.8     0.08      0.23 
                   ---------------  ------------  -------  ------  ---------- 
                   Proved 
                   ---------------  ------------  -------  ------  ---------- 
 Probable                               7.7        57.1     0.02      0.12 
 ---------------------------------  ------------  -------  ------  ---------- 
HWSS               Total                7.7        57.1     0.02      0.12 
                   ---------------  ------------  -------  ------  ---------- 
 Proved                                  0           0       0         0 
 ---------------------------------  ------------  -------  ------  ---------- 
 Probable                               17.7       41.7     0.06      0.19 
 ---------------------------------  ------------  -------  ------  ---------- 
                   Total Ore 
Total both seams    Reserves            17.7       41.7     0.06      0.19 
                   ---------------  ------------  -------  ------  ---------- 
 
   4.    Geotechnical and Hydrogeology: 

The design for the single-well solution mining caverns is based on a radius of 60 m, with cavern centers spaced 144 m apart. This layout results in an aerial extraction ratio of 62.9% with a volumetric extraction of 46.2%.

During the PFS, no specific hydrogeological investigations were carried out. For the small quantity of well water required for the process plant utilities and camps, the hydrogeological test work for the nearby Kola Definitive Feasibility Study was referenced. The DX area was covered in the general Kola hydrogeologic model, and the conditions at DX were assumed to be similar to Kola, where 15 m3/h was easily sustainable from a single well. Specific Hydrogeological investigations in the DX area are planned to be conducted during a Definitive Feasibility Study ("DFS") phase for DX, including a test well to verify availability and quality of well water.

For some mining methods, disturbance to aquifers overlying the deposit may present risk. In the case of solution mining of potash, disturbance of overlying water bearing strata does not present a material risk to the operation. Production caverns and closed caverns contain brine of higher density and pressure than that of the overlying groundwater. There may be a possibility of brine leaking into overlying ground water. Local communities draw water from upper aquifers which are not expected to be impacted by operations at DX.

Zones of subsidence and structures have been avoided in the mine planning to further mitigate risk. If connection is made to the overlying aquifer(s) during operations, leakage can be detected. If the leakage is significant, a submersible pump can be used to lower the pressure in the cavern to control the leakage.

   5.    Mining: 

The Dougou Extension solution mining method utilises one well per cavern, drilled to a vertical depth of approximately 460 m for areas where HWSS will be mined and approximately 440 m in areas where only mining of TSS is planned. Surface casing will be installed to the top of the salt at about 400 m, then an intermediate casing will be installed to the base of the HWSS and an open hole extended to the total depth of 460 m or 440 m for TSS only caverns.

In the scoping study, dual-well caverns were planned. Single well caverns have been selected for the PFS as this presents a lower initial capital cost approach and the smaller circular caverns are better suited to the varying dip of the DX deposit.

This change also resulted in the following advantages

-- well completion and equipping are easier due to fewer valves and in-connection pipes not being required

   --    reduced Mineral Resource loss due to the dip of the potash beds 

-- improved extraction ratio, as more circular caverns can be placed tightly along the irregular Mineral Resource boundary

   --    improved extraction ratio because of the higher density of caverns (packing factor) 

-- operational advantage because the single-well cavern development is 3 months less than for the dual-well caverns

For the single-well caverns, a radius of 60 m was selected. Additional numerical modelling of single-well cavern deformations is planned to be undertaken as part of the Definitive Feasibility Study ("DFS"). Geotechnical studies competed to date indicate that the caverns are expected to be stable, and some yielding of pillars may occur, with no adverse consequences expected as a result.

The solution mining method is divided into four phases: (1) sump development, (2) roof development, (3) continuous mining and (4) cavern closure. Figures 6 and 7 show schematically the HWSS and the TSS in solution mining mode respectively.

Appendix A Figure 6 : HWSS solution mining

(available at www.korepotash.com )

Appendix A Figure 7 : TSS solution mining

(available at www.korepotash.com )

Successful application of the selective dissolution method requires maintenance of adequate permeability through the potash zone during operation. Our experts have advised that a rule of thumb is that a minimum grade of 30% KCl is sufficient to create adequate permeability for the economic selective solution mining process to be sustained. The percentage of KCl in the HWSS is 57.1% which should facilitate selective mining. However, mining of the TSS which also has very high grade KCl, may be more challenging because the halite interbeds will not be dissolved by the NaCl-rich solvent, requiring other techniques to access the overlying high-grade potash beds. The mining method proposed for the TSS is to selectively mine the high-grade beds and induce the low-grade beds to fall to the bottom of the cavern. This technique has been used successfully in similar application in other potash solution mines.

In the determination of Ore Reserves, the TSS tonnage was modified downwards by 15% to provide for potential risk associated with the extraction of the TSS. Production scheduling prioritises HWSS extraction first to further mitigate potential risks associated with TSS extraction. In the first 7 years of operation, 78.1% of KCl production will be from the HWSS and 21.9% will come from the TSS. Prior to mining the TSS, pilot testing and evaluation of alternate ways to maximise recovery in the TSS are planned to be undertaken.

The estimated MoP production from each seam is shown in Table 5 Some production boreholes are planned to intersect both the HWSS and TSS where caverns are planned in both seams and other production boreholes are planned to only intersect one of the sylvinite seams and in those holes, caverns are only planned in the relevant seam.

Appendix Table 5: Breakdown of MoP produced from each source

 
    Source      Number of Caverns    Average MoP    MoP produced 
                                     produced per     (tonnes) 
                                        Cavern 
                                       (tonnes) 
  HWSS + TSS           97              45,197        4,384,151 
               ------------------  --------------  ------------- 
 HWSS (only)           51              27,702        1,412,821 
               ------------------  --------------  ------------- 
  TSS (only)           90              17,505        1,575,491 
               ------------------  --------------  ------------- 
 All Caverns           238             30,977        7,372,463 
               ------------------  --------------  ------------- 
 

The mine scheduling and processing of the Probable Ore Reserves for the Dougou Extension results in an equivalent contained MoP of 7.37 Mt with a KCl grade of 98.5%.

The cavern production estimate includes the following steps:

-- gridding potash grade, bed thickness and bed elevation over the Indicated Mineral Resource areas based on known drill hole data and

   --    estimating recoverable KCl tonnages for each planned cavern. 

Drill hole data was used to calculate recoverable tonnes for each planned cavern.

KCl tonnage within the cavern boundary depends on the cavern dimension, potash bed thickness and grade distribution within the cavern footprint. Potash beds within the Indicated Mineral Resource areas are generally flat lying, but local dips exist which can result in either dilution or loss of resource as the solution mining method leaches and recovers soluble material in horizontal slices.

A model has been developed by AAI and employed to calculate the production and brine history for each cavern. The program is based on the mass balance and simulates the entire cavern life from sump development to the end of selective mining using a time-differential method. The program output includes KCl, NaCl and magnesium chloride (MgCl(2) ) production rates and concentrations. KCl production is the total dissolved KCl minus the KCl left in the cavern.

The cavern layout within the mine plan boundary is shown in Figure 8.

The mine layout shown in Fig 9 below is the basis for the DX production plan given in Table 5

Appendix A Figure 8 : Cavern layout for the DX Life of Mine

(available at www.korepotash.com )

   6.    Life of Mine Production Schedule: 

The life of mine based on the Ore Reserves for the DX Project is 18 years, and full-scale production of 400,000 tpa of MoP occurs approximately 2 years post commissioning. The life of mine production schedule is shown in Figure 9. No Inferred Mineral Resources are scheduled .

Appendix A Figure 9 : Life-of-Mine Production Summary of the DX Mine

(available at www.korepotash.com )

   7.    Metallurgy and Process 

Plant and Flowsheet: The process plant will be located east of the Dougou Extension mine plan area, (Figure 10) with a buffer distance of 500m away from the Mineral Resources boundary. The process plant building is 30m wide x 145m long, and 32m high and can be seen in Figure 11. The process plant building will house all processing equipment, along with associated electrical and instrumentation. The building will have no exterior walls, and a simple roof will be installed to keep rain off the personnel and equipment.

Appendix A Figure 10 : Process Plant Location

(available at www.korepotash.com )

Appendix A Figure 11 : Process plant 3D schematic

(available at www.korepotash.com )

Other site buildings include:

   --    52m x 45m Utilities Building 
   --    18m x 10m Operation Center 
   --    44m x 40m Warehouse (fabric building) 
   --    44m x 40m covered Maintenance area 
   --    30m x 20m Administration Building 

The long, narrow plant design makes it possible to position the mechanical equipment more densely than usual plant designs. Maintenance access is convenient from both sides of the building, so no service aisles will be included in the building interior. All removal of equipment will be through the open walls of the building. Elevated grated floors will be constructed for personnel access to all equipment, and several maintenance access lanes will be created for removal of some large components.

The potash production process shown in Figure 12 below consists of the following industry standard process steps and the expected plant recovery is 98.5% for this process:

o Injection and solution recovery: Return brine from processing will be heated to 100degC and pumped to the wellfield for re-injection into the mine caverns for dissolution and recovery of potassium chloride (KCl) from the underground Sylvinite deposit containing both potassium chloride (KCl) and sodium chloride (NaCl) minerals. The KCl mineral will be selectively dissolved from the ore due to the almost saturated NaCl and under saturated KCl in the return brine.

o Cooling and crystallisation: From the crystalliser feed tank, the brine will be pumped to the vacuum crystalliser for pre-cooling to approximately 28degC and then pumped to the surface crystallisers. In the four-stage surface cooled crystallisers, the mother liquor will be cooled to an end point of 2degC resulting in KCl solids precipitation. Spent brine from the 4th stage crystalliser will be pumped to the concentrate tank for return to the wellfield.

o KCl de-brining: Slurry containing KCl solids from the surface crystallisers will be pumped to the centrifuge, where brine will be removed. KCl product exiting the centrifuges will contain less than 5% moisture (by weight).

o KCl drying: A rotary drum dryer will be used to further reduce the residual moisture in the potash product to 0.2% (by weight) or less. Combustion air will be heated to 800degC and mixed with incoming feed material. Heat will be provided by burning natural gas. The exit temperature for dried solids is expected to be 146degC.

o Compaction: Two compaction circuits will operate in parallel to properly size the product. Each circuit will be comprised of a compactor, flake breaker, hammer mill, sizing screen and associated conveyance system. The sizing screen oversize streams will jointly feed another hammer mill and the crushed product will be returned to the main elevator feeding the compactors. The sizing screens fine fraction will be re-introduced back to the compactor. The screen middling fraction will constitute the final product, which will have a PSD typical for granular potash product.

o Product Glazing: The glazing process will harden the particle surfaces and smoothen sharp particle edges to avoid product degradation during transportation. The glazing process will consist of spraying a small volume of water over the compaction circuit hot product allowing the KCl crystal surface to slightly dissolve in a conditioning drum. The moist material will enter a fluidized bed dryer/cooler where hot air will be used to evaporate excess water in the first section of the unit. In the second section, ambient air will be blown to cool the product prior to shipping .

o Product Load Out: Granular MoP product from the Glazing circuit will be treated with anti-caking and de-dusting reagents and discharged into a 150t storage bin. 40 tonne multi-axle trailers will continuously transport finished MoP product from the Processing Plant to the Marine Facility located at Pointe Noire. One trailer will be loaded approximately every 45 minutes.

Appendix A Figure 12 : Potash production schematic

(available at www.korepotash.com )

Although no specific crystallisation testing has been carried out to verify the expected process plant production capacity for the Dougou Extension resource, Kore believes it has a reasonable basis for a production target of 400,000 tpa to be achieved with this method for the following reasons:

o During the PFS, a potash process technology specialist, Whiting Equipment Canada, provided the Swenson process design, equipment list and estimated equipment costs relating to the crystallisation process. T he same Swenson process technology is successfully used at other global potash operations over a large range of plant capacities.

o The proposed methods are commonly used in potash solution mining operations, including large scale production facilities. Although these methods can be more energy-intensive than the conventional flotation methods commonly used in conjunction with conventional underground mining, they are known to typically yield higher KCl process recovery and higher product KCl grade.

o Kore conducted dissolution tests on samples of the DX core and the resulting data was used to inform the estimation of brine grades and chemistry feeding into the processing plant

It is possible that pockets of carnallite may be encountered during mining that could introduce magnesium chloride (MgCl2) into the brine. The risk of this occurring, including its effect on KCl recovery, has been considered in the PFS. Magnesium (Mg) content in brine can be controlled operationally by bleeding out brine from the process stream without material impact on plant performance.

   8.    Marine Facilities 

Trade-off studies into the marine loading options were undertaken during the PFS considering initial capital cost, operating cost, road hauling costs and risk.

The PFS design is for export of MoP from an existing marine berth within the Pointe Noire port, already accessible by ship, where only the construction of a storage building and movable conveyor/ship loading equipment would be required. The MoP produced at DX will be trucked to the planned storage facility at the Pointe Noire port.

Preliminary negotiations around this option have resulted in a proposal from the owner of the site, an established logistical company based in Pointe Noire. Under the potential agreement, they will construct a suitably designed and sized product storage building for the MoP and will provide all ship loading activities. In this arrangement, Kore will not be required to contribute capital and will pay fees for use of the space, the use of facilities, and activities required for ship loading.

   9.    Land based transport 

Trade-off studies into road haulage of DX MoP to port were undertaken during the PFS considering initial capital cost, operating cost and risk.

The PFS assumed contracting land transport of MoP to a local transport provider. Quotations from various third-party sources were obtained to transport the MoP from the process plant site to the planned marine facility at the Pointe Noire port. The PFS assumes the use of trucks with 40 tonne trailers.

The DX Project will require the regular use of existing highway RN5 for transport during construction and operations. RN5 includes 25 km of unpaved sand road between Madingo-Kayes and the process plant. Although the sand portion of the road is currently used for logging transport, some upgrades are expected to be required to support the construction and operating traffic for DX.

The PFS capital cost includes an allowance for road upgrades on the unpaved portion of highway RN5, shown in Figure 13. Recent quotations for similar road upgrades in Congo were used to support the cost allowance for this work.

The current load limit for RN5 is 30 tonnes per load, and Kore Potash and the Minister of Mines are in discussions toward a concession to allow 40 tonne loads (or higher if required) for both construction and operations.

Appendix A Figure 13 : Proposed RN5 Upgrades

(available at www.korepotash.com )

10. Water Supply and Brine Disposal

The DX scoping study assumed multiple water bores into local aquifers would supply water for the process operation and mine development. The scoping study also assumed that disposal of waste brine would be by deep well disposal into a deep-seated aquifer.

Further evaluation of peak water requirement during sump and cavern development during the PFS determined that water bores would be suitable only for supplying the utility water requirements in the process plant, and that a source of sea water would be required to meet the peak water demand during cavern development.

The PFS includes provision for a permanent sea water intake, pumping station, and water supply pipeline to the production wellfield. Waste brine is planned to be placed in the sea via a pipeline.

Dedicated pipelines will be used to transport raw water to the process plant area and return waste brine to the sea. The proposed route of the pipelines is shown below. Potential impacts of brine discharge to the ocean was assessed and approved in the Kola Project ESIA. This assessment demonstrated that the impact of the planned discharge will meet or exceed internationally accepted standards for brine disposal at sea.

The proposed location of the ocean water pumping station location is approximately 13.8 km from the DX processing plant, and approximately 500 m from the coastline. The pipeline is designed to be buried below surface however trestles may be required to support the pipe in areas of rough terrain. Figure 14 shows the selected pipeline route.

Appendix A Figure 14 : Proposed route for brine discharge and sea water supply pipelines

(available at www.korepotash.com )

11. Bulk Infrastructure

   a.    Natural Gas Supply 

The overall natural gas requirement for the PFS dropped to 1.30M GJ/year from the scoping study requirement of 1.95M GJ/year. This reduction was due to an increase in the expected brine KCl concentration from the mine, resulting in a significant reduction in required brine flow through the process plant. The PFS is based on the supply of compressed natural gas via transport trucks, requiring a compression station near the supply point, and a decompression station at the process plant. This method is known as a Natural Gas Virtual Pipeline (NGVP), and there are numerous examples of this system in operation in areas without natural gas pipeline infrastructure.

This solution was investigated in detail by Change Energy Services, a specialist consultant with design and operation experience with NGVP facilities. The report from Change Energy Services made a recommendation on design, as well as an estimate of capital and operational costs for the compressor station, the decompression station, the purchase of the compressed gas transport trailers and the operations and maintenance. The PFS assumes that Kore Potash will contract out the NGVP trucking operations. Figure 15 below shows the proposed route for natural gas transport, a distance of 115 km.

The RoC has not developed regulations covering the transport of compressed natural gas yet. Kore plans to work proactively with the Regulator to develop a set of regulations, in line with international best practices, to facilitate Kore's planned use of compressed natural gas.

Appendix A Figure 15 : Proposed Natural Gas Transport Route

(available at www.korepotash.com )

   b.    Power Supply 

The PFS assumes construction of power lines and purchase of electrical power from local generators and distributor of electrical energy. Sufficient surplus gas turbine generated electrical energy is already available close to Pointe Noire, and the power station operator, CEC, is in the process of installing additional generating capacity.

The overall power requirement for the DX Project has reduced to 12.7 MW from the scoping study assumption of 13.5 MW. This reduction was due to an increase in the expected brine KCl concentration from the mine, resulting in a significant reduction in required brine flow through the mine and process plant.

The scoping study assumed a similar route to that used for the Kola DFS where power was supplied from the MKII sub-station. During the PFS, Kore Potash was advised by CEC that a better location to tie in power would be at the electrical sub-station at M'Boundi.

The PFS includes construction of an overhead high-voltage power transmission line from M'Boundi to the DX process plant site, a distance of 85 km. The capital cost for the overhead power line was estimated for the proposed route as shown below in Figure 16. The cost structure for electricity was obtained from CEC, the local operator of the gas turbine power station and additional operating costs for transmission of electrical power were obtained from E(2) C the local electrical transmission company.

Appendix A Figure 16 : Overhead power line route

(available at www.korepotash.com )

12. Environmental and Social Impact Assessment (ESIA)

The existing ESIA for Dougou Licence area was approved in 2017 and a Certificate of environmental compliance was granted in July 2018 by the Ministry of Tourism and Environment for a 1 year period, which was recently extended to 25 year validity. The Company believes that a revised ESIA incorporating the DX Project requirements for the sylvinite process plant and solution mine wellfield will be required. The ESIA revision is planned to be undertaken concurrently with a DFS for DX.

The revised ESIA will utilise existing baseline information from both the Dougou ESIA and the Kola ESIA completed in 2018. The existing baseline information on the DX area is believed to be adequate for the revised ESIA to be prepared and submitted for approval within 12 months.

A Decree D'Utilité Publique (DUP) and a Resettlement Action Plan (RAP) will be required to be developed for Longo-Bondi and possibly Youngou villages and surrounding land affected by project land-take. The DUP is the Government-mandated and led process that identifies affected parties, establishes their access and ownership rights and values their properties. The DUP then establishes the quantum to be paid in compensation for loss of access to the affected land parcels. On completion of the DUP process, the government issues a decree transferring the affected land to the company. The RAP is a re-settlement plan based on the International Finance Corporation Performance Standards that ensures that disruption to the livelihoods of affected communities is minimised and that affected parties are assisted to be in an equivalent state of productivity to what they were prior to the land acquisition. While the DUP compensates for loss of crops and structures, the RAP provides additional support as required by good international industry practice (such as transport, access to markets, agricultural extension services). Both procedures were followed on the Kola Project and are well known to the Kore team. It is unlikely that physical resettlement of any people from these villages will be required.

The Dougou mining exploitation Licence for potash on a surface area of 451 km2 in the Kouilou district was approved on 9th May 2017 and is valid for 25 years, with an option to extend it by 15 years at that point. The DX Project lies within the Dougou mining exploitation license.

13. Potash Marketing

MoP produced from the DX Project is planned to be marketed predominantly into select African markets. Any excess product will be sold into the large Brazilian market or other South American markets. The key targeted destination countries and their current demand for MoP are set out below. Based on discussions with Argus Media and WABCO, the granular MoP demand in each of these markets is approximately 60% of total MoP demand. Table 6 shows the current consumption for Africa.

Appendix A Table 6: African MoP Consumption

 
Region                 Total 2019 Consumption  Estimated Granular(1) 
                        (tMoP)                  (tMoP) 
Morocco                347,000                 242,900 
                       ----------------------  --------------------- 
South Africa           350,000                 245,000 
                       ----------------------  --------------------- 
Nigeria(2)             116,000                 81,200 
                       ----------------------  --------------------- 
Other West Africa(3)   171,000                 119,700 
                       ----------------------  --------------------- 
Other North Africa     201,000                 140,700 
                       ----------------------  --------------------- 
East Africa            116,000                 81,200 
                       ----------------------  --------------------- 
Other Africa           8,000                   5,600 
                       ----------------------  --------------------- 
Total Africa           1,309,000               916,300 
                       ----------------------  --------------------- 
 

Source: Argus Media (Jan 2020)

Notes to Table 6:

   1.     Based on an assumed 70% (granular) / 30% (standard) split per discussions with Argus Media 

2. Following Nigeria's regulation banning import of blended product, WABCO estimates that the granular consumption is expected to be approximately 400,000 tpa

3. Additional market information obtained from WABCO indicates that Other West African markets could be as high as 310,000 tpa based on Ghana, Burkina Faso, Mali and Ivory Coast

The PFS price forecast is based on the weighted average of leading potash market consultant Argus Media's granular MoP CFR price forecast (in real 2019 terms) for South Africa, Nigeria and Morocco from 2020 to 2033 The weightings applied are based on total imported MoP volumes for each of these markets. The price assumption is based on a real price profile which steadily declines from 2022 to a low in 2027 and then steadily rises to a maximum of $474/t MoP in 2033 with a flat real profile from 2033 until the end of mine life. The price forecast graph used is shown in Figure 17 below.

Appendix A Figure 17 : African Price forecast

(available at www.korepotash.com )

Notes to Figure 17: Argus Media Ltd is the source of the confidential proprietary data which Kore Potash has aggregated and republished above. Kore Potash obtains data from Argus under licence. Argus makes no warranties, express or implied, as to the accuracy, adequacy, timeliness, or completeness of its data or Kore Potash's presentation of that data, or its fitness for any particular purpose. Argus shall not be liable for any loss or damage arising from any party's reliance on Argus' data, and disclaims any and all liability related to or arising out of use of the data to the full extent permissible by law.

A key point to note with regards to pricing is the forecast potash price remains beneath the scoping study assumption of US$360/t MoP for the first 6 years of production, at an average price of $US 344/t MoP, until 2029. With the remaining life of mine for the project price, at average of US$ 456/t MoP, only rising above the scoping study assumption of a flat US$ 360/t MoP. The overall impact of this pricing assumption adds 1% to the IRR of the DX Project when compared to the scoping study pricing assumption.

14. Capital and Operating Costs

The PFS Capital Cost estimate qualifies as an AACE Class IV capital cost estimate, having an approximate accuracy of +/- 25%. The estimate captures all project costs from various contributors as follows:

Design and estimation of direct costs for Solution Mining & Drilling was performed by Innovare Technologies (Innovare), based on Turnkey quotations from drilling suppliers. Engcomp provided the design and Estimate for the electrical infrastructure in the wellfield.

Design and estimation of direct costs for the Process Plant was completed by Engcomp with support from Innovare. Equipment vendors were issued procurement packages and budgetary quotations were obtained.

Design and estimation of direct costs for off-site infrastructure was performed by Kore and its third-party service providers.

Indirect and contingency costs were estimated by Engcomp, with Kore providing inputs related to construction execution strategies. Engcomp consolidated the overall estimate, and the summary of the capital cost estimate (CAPEX) is shown in Table 7.

Appendix A Table 7: Capital Cost estimate (real Q4 2019)

 
          Description             Initial Capex 
------------------------------- 
                                     (kUSD) 
-------------------------------  -------------- 
 Solution mining and wellfield       33,645 
 Process Plant                       93,657 
 Offsite infrastructure              12,719 
-------------------------------  -------------- 
 Sub-total Direct Costs              140,021 
 Field Construction Indirect         24,987 
 Other Indirect Costs                28,141 
 Owner's Costs                       15,827 
 Engineering and project 
  management                         22,656 
-------------------------------  -------------- 
 Sub-total Direct + Indirect 
  Costs                              231,632 
 Contingency                         50,060 
 Escalation                           4,210 
-------------------------------  -------------- 
 Total Capital Costs                 285,902 
-------------------------------  -------------- 
 

The pre-production capital cost of US$286 million equates to a pre-production capital intensity of US$715/t MoP annual capacity. This is very competitive in relation to MoP industry peers.

Sustaining capital costs total US$247 million over the 18 years life of mine and mostly relate to ongoing drilling, piping relocation and cavern development. Deferred capital costs total US$0.3 million in the first year of operation. Reclamation costs total US$21 million after operations are complete.

The sustaining capital, deferred capital and reclamation costs are summarized in Table 8.

Appendix A Table 8: Summary of Sustaining, Deferred and Reclamation costs

 
 Description           Category           kUSD LOM   US$/t MoP 
                                         --------- 
 Sustaining Capital    Debottlenecking    2.0        0.27 
                      -----------------  ---------  ---------- 
 Sustaining Capital    Mining             212.8      28.86 
                      -----------------  ---------  ---------- 
 Sustaining Capital    Buildings          4.1        0.56 
                      -----------------  ---------  ---------- 
 Sustaining Capital    Electrical         28.4       3.85 
                      -----------------  ---------  ---------- 
 Deferred Capital      Process Plant      0.3        0.04 
                      -----------------  ---------  ---------- 
 Reclamation Costs     All                21.1       2.87 
                      -----------------  ---------  ---------- 
 Total Costs                              268.7      36.44 
---------------------------------------  ---------  ---------- 
 

Operating Cost

The PFS confirms that the Operating Cost of the DX Project is highly competitive for supply into the African and South American markets. The mine gate operating cost is estimated at US$65.26/t MoP and the export (FOB) cost is estimated at US$86.61/t MoP, excluding royalty and sustaining capital.

The Operating Costs are expressed in US dollars on a real Q4 2019 basis and are based on average annual production of 400,000 tpa of MoP over the life of mine. All costs have been prepared on an owner operated basis and are shown in Table 9.

Electricity represents 64% of annual utility costs, while natural gas represents 36%.

Appendix A Table 9: Summary of Operating Costs

 
 Cost Category (real          Total unit 
  Q4 2019)                     Cost 
-------------------------- 
                              (US$/t) 
--------------------------   ----------- 
 Labour                        9.02 
 Utilities                    27.74 
 Operations & Consumables     5.59 
 Maintenance                  6.10 
 General and Admin            2.87 
 Offsite                      13.94 
 Mine Gate Cost               65.26 
 Ground MoP Transport         13.57 
 Export Facility              7.78 
 FOB                          86.61 
 Marine Transport             28.00 
 Total Operating 
  cost (CFR Africa) 
  (1)                         114.61 
---------------------------  ----------- 
 

Note to Table 9: Excludes Royalty and Sustaining Capex

15. Economic Evaluation

   a.    Summary Economics 

All financials are presented on a 100% consolidated basis; the 10% government free carried equity interest is deducted from Post Tax Free Cash Flow to derive the Net Project Cash Flow (on a 90% attributable basis), which is used to calculate the attributable NPV and IRR of the DX Project. The PFS economic evaluation delivers a real post-tax, ungeared IRR of 22.9% and NPV10(real) of US$319M on attributable basis. The evaluation is based on Argus International's forecast granular MoP price for DX's target markets which results in an average life-of-mine granular MoP price of US$422/t MoP CFR Africa (real 2019).

Table 10 summarises the financial outcomes.

Appendix A Table 10: Summary of Financials

 
 Financials                             Units 
 Total revenue                          US$M         3,113 
 Average annual revenue                 US$M         169 
 Average annual EBITDA                  US$M         118 
 EBITDA margin                          %            69.8% 
 Average post-construction, post tax 
  annual free cash flow                 US$M         95 
 Free cashflow margin                   %            56.4% 
 Total post tax free cash flow(1)       US$M         1,469 
 Attributable(2) post tax, un-geared 
  NPV (10% real)                        US$M         319 
 Attributable(2) post tax, un-geared 
  IRR                                   %            22.9% 
 Payback period from date of first 
  production                            years        4.3 
 Scheduled LOM                          years        18.4 
 Average forecast MOP granular price    US$/t MoP    422 
-------------------------------------  -----------  ------ 
 

Notes to Table 10

   1.     Free cash flow defined as EBITDA minus tax, minus capex 
   2.     Attributable to Kore's interest (i.e. 90% basis) 

The key assumptions underpinning the base case economic evaluation are as follows:

   --    18-year initial project life from first production; 
   --    Approximately 400,000 tpa average production of MoP; 
   --    Granular MoP represents 100% of total MoP production and sales; 
   --    All cashflows are on a real Q4 2019 basis; 

-- NPVs are ungeared and calculated after-tax applying a real discount rate of 10% (based on a review of 7 recent potash projects, 4 of which were in Africa).

Fiscal regime assumptions aligned with the recently finalised Mining Convention:

-- Corporate tax of 15% of taxable profit with concessions for the first 10 years of production (0% for the first 5 years and 7.5% for years 6 - 10);

-- Mining royalty of 3% of the Ex-Mine Market Value (defined as the value of the Product (determined by the export market price obtained for the Product when sold) less the cost of all Mining and Processing Operations including depreciation, all costs of Transport (including any demurrage), and all insurance costs);

   --    Exemption from withholding taxes during the term of the Mining Convention; 
   --    Exemption from VAT and import duty during construction; and 

-- Government receives a 10% free carried equity interest in the DX Project company until the initial construction phase is completed.

The forecast net attributable project cash flow for 18.4 years of production is illustrated in Figure 18.

Appendix A Figure 18 : DX Project Cash Flow Forecast (real Q4 2019)

(available at www.korepotash.com )

   b.    Sensitivity Analysis 

The PFS economic evaluation demonstrates that the DX Project economics are most sensitive to potash price and to project capital costs.

Sensitivity of the NPV to key input assumptions, on a -20%/+20% range is illustrated in Figure 19.

Appendix A Figure 19 : NPV10 Sensitivity to key inputs

(available at www.korepotash.com )

   c.     Price Sensitivity 

Table 11 below shows the sensitivity of the Dx Project NPV to Potash Price.

Appendix A Table 11: Sensitivity to potash price

 
 Granular MoP           NPV 
  (US$/t CFR Brazil)     (US$ million) 
 260 (flat real)(2)     1 
                       --------------- 
 310 (flat real)        122 
                       --------------- 
 360 (flat real)        243 
                       --------------- 
 Argus Media Price 
  Forecast(1)           319 
                       --------------- 
 400 (flat real)        339 
                       --------------- 
 450 (flat real)        459 
                       --------------- 
 

Notes to Table 11:

1. The Argus Media price assumption is based on a real price profile which steadily declines from 2022 to a low in 2027 and then steadily rises to a maximum of $474/t MoP in 2033 with a flat real profile from 2033 until the end of mine life.

2. Flat real pricing assuming a fixed price from start to end of production has been applied in other sensitivity calculations.

16. Differences between Scoping study and Pre-Feasibility study

The key differences between the DX scoping study published 29 April 2019 and the PFS details included in this announcement are highlighted in Table 12.

Appendix Table 12: Summary of changes between Scoping and PFS Studies

 
 Financial Drivers               Scoping               PFS 
                                -------------------- 
 Capital Cost Estimate           US$327 million        US$285.9 million 
==============================  ====================  ======================= 
 Operating Cost: Mine 
  Gate                           US$ 78.85/t MoP       US$ 65.26/t MoP 
==============================  ====================  ======================= 
 Operating Cost: FOB (Pointe 
  Noire)                         US$ 82.74/t MoP       US$ 86.61/t MoP 
==============================  ====================  ======================= 
 Operating Cost: CFR (Africa)    US$107.74/t MoP       US$114.61/t MoP 
==============================  ====================  ======================= 
 Life of Project                 17 years              18.4 years 
==============================  ====================  ======================= 
 Potash Price                    US$360/t flat         US$422/t average 
==============================  ====================  ======================= 
 MoP Produced over life          7,074 Mt              7,372 Mt 
==============================  ====================  ======================= 
 Mineral Resource                232Mt @ 38.1% KCl     145 Mt @ 39.7% KCl 
==============================  ====================  ======================= 
                                                       17.7 Mt sylvinite @ 
 Ore Reserve                     nil                    41.7% KCl 
==============================  ====================  ======================= 
 NPV(10)                         US$221 million        US$319 million 
==============================  ====================  ======================= 
 IRR                             19.3%                 22.9% 
==============================  ====================  ======================= 
 Average annual free cash 
  flow                           US$ 74 million        US$95 million 
==============================  ====================  ======================= 
                                 Dual well selective   Single cell selective 
 Mining Method                    dissolution           dissolution 
==============================  ====================  ======================= 
                                 Purpose built Kore    BOO at existing Pointe 
 Ship loading                     facility              Noire Port 
------------------------------  --------------------  ----------------------- 
 

17. Project Ownership and transfer of 10% to the RoC Government

The DX Project lies within the Dougou mining licence area. The Dougou Mining Licence will be held by Dougou Potash Mining SA, a 100% owned subsidiary of SPSA. In turn, SPSA is owned by the Kore Group (97%) and a RoC entity (Les Etablissements Congolais MGM) (3%). An existing Share Purchase Agreement enables Kore to purchase the remaining 3% of the shares in SPSA, with Kore shares to form the consideration.

In accordance with the Mining Convention, the RoC Government will be transferred 10% of the shares in Dougou Potash Mining SA.

An existing contract with the current 3% shareholder of SPSA, provides for Kore to become the 100% owner of SPSA in advance of transferring the 10% interest in DX Potash Mining S.A. to the RoC Government.

18. Risks and Opportunities

Key risks identified for the DX Project are:

-- TSS brine grade variability: If lower brine grade concentrations are achieved than determined in the PFS, higher flow rates may be required to achieve production targets, or there may be reduced MoP production. This risk has been mitigated in the PFS via commencement of mining in the TSS being delayed until Year 4. Moreover, only 21% of the initial 7 years of scheduled MoP production is drawn from the TSS.

-- Unplanned carnallite intersections: Unplanned carnallite intersection, by either a drill hole or a cavern, could result in an operational need to abandon the drill hole or cavern. Should this happen this could increase drill hole costs and potentially reduce Ore Reserves in that cavern area. Cost risk (for initial caverns) is addressed through an allowance for 3 additional caverns, and through project contingency.

-- Operating cost variability: The PFS has been based on the use of 3rd party in-country supplies for off-site infrastructure such as gas, power, transport and marine services. All of these activities have been costed on the basis of proposals received from in-country service providers. However, there is a risk that these prices are not achieved in final contract negotiations. These risks are mitigated in the PFS through receipt of proposals from multiple service providers in each area possible.

-- Potash market and price variability: Kore is in advanced discussions with potential offtake partners for the planned DX Project production. The Company has not yet formed sales contracts for the planned production and anticipates forming offtake agreement/s prior to completion of a DFS. There is currently no forward selling of potash or market to hedge potash prices. The DX Project will be exposed to potash price variability. The DX Project's low operating cost allows it to competitively deliver high quality MoP to its target markets cheaper than other suppliers and the net cash back to Kore is expected to be larger than for other suppliers to the target markets. The PFS assumption is that the inherent value in the higher grade of MoP that DX will produce will offset potash marketing costs (DX is designed to produce K62 MoP v industry standard K60).

Key opportunities identified for the DX Project are:

-- Product Quality: The PFS indicates that the DX product (MoP) will contain 98.5% KCl (meeting the requirements for K62 fertilizer product) which is significantly higher than the common industry specification of 95% KCl (corresponding to K60 product). This could present the opportunity to either market the DX product as K62, or to correct the product to a purity consistent with K60. At a production rate of 400,000 tpa, the 3.7% excess KCl in the DX product represents the equivalent of 14,800 additional tonnes of K60 MoP per annum.

   --    Project Life: Multiple potential opportunities exist to extend the DX Project life: 

o The PFS only schedules 22% of Indicated Mineral Resources for extraction in the scheduled life of 18 years.

o The Inferred Mineral Resources at DX are 66 Mt at 40.4% KCl. No Inferred Mineral Resources are scheduled within the PFS.

o No secondary potash recovery modes have been scheduled following initial cavern operation and prior to ultimate cavern closure. These secondary recovery modes are a normal approach within the potash solution mining industry.

19. Permit progress

The majority of permits and agreements required to facilitate commencement of construction and operations of the DX Project are in place. An amendment to the ESIA for the Dougou mining exploitation licence is required and will be applied for during the execution of the DFS.

   --    The Dougou Mining Licence was granted on 9(th) May 2017 for a period of 25 years. 
   --    The ESIA for the Dougou Mining Licence was approved for 25 years on 31 March 2020 

-- The Mining Convention was gazetted into law on 7 December 2018 and is renewable after for 25 years

20. Project Funding

Reasonable Basis for Funding Assumption

The Directors of Kore have formed the view that there is a reasonable basis to believe that requisite financing for development of the DX Project will be available when required. Kore shareholders should be aware of the risk that future financing for development of the DX Project may dilute their ownership of the Company or Kore's economic interest in DX (or the DX Project).

There are several grounds on which this reasonable basis is held:

   --    Kore Potash has two large strategic shareholders: 

o SQM (c.19%): a large Chilean public company listed on NYSE (USA) that is an integrated producer and distributor of specialty plant nutrients, including having an established business in the global potash market; and

o SGRF (c.19%): the sovereign wealth fund of Oman, which holds a range of natural resource investments, including on the African continent.

These two groups initially invested a total of c.US$40 million into Kore Potash in late 2016. They have subsequently invested further in the Company to continue developing its pipeline of projects, including the DX. They collectively bring a considerable and highly relevant combination of substantial financial capacity, specific potash experience, Latin American, Middle Eastern and African operating experience, and financing expertise.

-- Kore has ongoing dialogue with a number of interested financial institutions including commercial banks, Development Finance Institutions (DFI) and private equity funds:

-- The Company's modelling indicates the DX Project has a debt carrying capacity in excess of 50% of the capital cost. Kore's management team have identified a pool of interested commercial banks with capability and indicated interest to provide debt financing for the DX Project.

-- Kore's structure facilitates financing options for DX via the parent Company Kore plc, or through joint venture at the DX Project level.

-- Kore's management continue advanced discussions with multiple international trading groups with expressed interest in procuring the DX MoP production.

-- DX PFS has been completed by a team of world-class solution mining experts in Innovare Technologies and Agapito. The study meets the expected level of detail required for a PFS.

-- The technical and financial parameters detailed in the DX Project PFS are robust and economically attractive. Further opportunities to de-risk and improve the investment case are planned in the DFS phase of the DX Project.

-- Financing for the construction of the DX Project would be required in the future after completion of the DFS.

-- The Kore Board and management team is highly experienced in the broader resources industry. They have played leading roles previously in the exploration and development of several large and diverse mining projects in Africa and around the world. In this regard, key Kore personnel have a demonstrated track record of success in identifying, acquiring, defining, funding, developing and operating quality mineral assets of significant scale.

21. Execution Strategy

Kore Potash currently foresees debt forming part of the financing mix. It expects lenders will require execution of the DX Project via EPC contracts and is planning on this basis.

Preliminary discussions with potential EPC partners indicate significant interest for construction of all project components. Drilling of production holes forms material part of the initial capital spend on the DX Project. Opportunity may exist to complete drilling of these holes via non-EPC models and Kore will investigate these options further in consultation with potential lenders during the DFS phase.

The storage facilities and the ship loading conveyor facilities are planned to be constructed as part of a Build-Own-Operate (BOO) contract financed by the BOO service provider.

Kore will have control over BOO infrastructure designs to ensure they will meet operational requirements.

Table 13 shows a list of the anticipated major construction contracts.

Appendix A Table 13: Major Construction Contracts

 
 #    Contract Title                 Type 
 C1   Drilling                       EPC/Target 
                                      Price 
     -----------------------------  ------------------ 
 C2   Pipelines (Wellfield, Water,   EPC 
       Disposal) 
     -----------------------------  ------------------ 
 C3   Process Plant                  EPC 
     -----------------------------  ------------------ 
 C4   Power Supply                   EPC 
     -----------------------------  ------------------ 
 C5   Product Transport & Storage    Build-Own-Operate 
     -----------------------------  ------------------ 
 

During construction, Kore will have a Project Management team operating from the DX Project construction site, with support from the Kore office in Pointe Noire.

Camp accommodation will be provided for up to 250 people during construction, with any excess temporary requirements handled in the surrounding communities. Camp capacity will be reduced to approximately 100 during operations.

The DX Project construction effort is expected to create significant employment opportunities for people in the surrounding communities, including Pointe Noire. EPC contractors will draw from the local labour force where available and will also subcontract to local contractors. Kore expects most construction skills to be available in-country.

Project Execution Schedule

The DX Project execution schedule is summarised in Figure 20.

After a final investment decision is made, year 1 of construction will be focused on drilling and construction of the wellheads, wellfield piping, instrumentation and controls and wellfield pump station. In tandem, water supply and disposal pipelines will be constructed to the coastal pump station. Brine outfall and water intake structures will be installed in the ocean. Permanent power will be established with an overhead power line from a connection point near M'Boundi. Temporary electrical power generators will be installed for construction activities and replaced with permanent power as early as possible in the construction schedule.

During year 2 of construction, the process plant construction, natural gas infrastructure, site buildings and all other aspects of construction will be completed. Development of caverns will be performed during year 2 of construction and caverns are scheduled to be ready for mining at the end of construction.

The process plant is expected to start up after a 21-month construction period. Figure 20 shows an indicative schedule.

Appendix A Figure 20 : Indicative Execution Schedule

(available at www.korepotash.com )

Commissioning and Handover

As the final phase of construction, project commissioning will be executed over a three-month period before startup. A standard five-phase project commissioning process will be followed, including:

   --    Phase 1 - Construction and mechanical completion; 
   --    Phase 2 - Cold commissioning or pre-operational testing; 
   --    Phase 3 - Wet commissioning or operational testing; 
   --    Phase 4 - Product commissioning and 
   --    Phase 5 - Completion certificate (Handover from project to operations). 

Operations

During commissioning and first potash production the operational workforce will be onsite working in parallel with the commissioning team. The project capital cost includes provision for commissioning through to process plant handover.

The operational headcount totals 85. A summary of headcount by organisational area is shown in Table 14.

Appendix A Table 14: Summary of Operational Headcount

 
Function                   Headcount 
Operations                 34 
                           --------- 
Maintenance                17 
                           --------- 
Health, Safety and 
 Environment               10 
                           --------- 
General & Administration   24 
                           --------- 
Total                      85 
                           --------- 
 

Employees will be located in both Pointe Noire and at the DX Project site. Some site employees will be on continuous shift work and will work an average of 56 hours/week. All other employees will be on dayshift at 40 hours/week.

APPIX B

Summary of Information required for ASX

Appendix B: Summary of Information required under ASX Listing Rule 5.9.1(in relation to Ore Reserves), Listing Rule 5.16.1 (production target) and Listing Rule 15.7.1 (forecast financial information).

DX Project Ore Reserves and related production target and forecast financial information

Pursuant to Listing Rules 5.9.1, 5.16.1 and 15.7.1, and in addition to the information contained in the body of this release and in Appendix C below, the Company provides the following summary information. T he assessment of the modifying factors to prepare the Ore Reserves Statement occurred as the PFS was being finalised, with the production target and forecast financial information based on the information contained in the finalised PFS described in this report. Differences between the material assumptions for the Ore Reserve Statement and the production target and financial forecast (referred to below) are attributable to improvements in the material assumptions while finalising the PFS.

Summary of Material Assumptions - Ore Reserves

The material assumptions relating to the Ore Reserve Statement, for the DX Project are summarised below:

-- Production life (Appendix A p12-13 Appendix C, p22)- LoM of the Ore Reserves 18.4 years at nominal 400,000 tpa MoP production, this was determined during the execution of the PFS and from an aligned production schedule for both mining and processing.

-- Product Type (Appendix A, p15, Appendix C p2) - process design was based on one MoP product type- white granular. The marketed MoP will comprise at least 95% KCl, with a maximum of 0.2% Mg and 0.3% Insolubles.

-- Product pricing (Appendix A p22, Appendix C, p22) - MoP prices were based on forecasts from Argus Media specifically for select African markets. The Base Case sales price is forecast to decrease to a low in 2027 and then increase to a maximum of $474/t MoP in 2033. Post 2033 the price has been assumed to remain flat at $474/t MoP. The average CFR sales price over the LoM is forecast at US$422/t MoP.

-- Operating cost (Appendix A, p24 and Appendix C, p22) - ex-mine LoM average operating cost of US$65.26/t MoP, real and FOB LoM average operating cost of US$86.61/t MoP was calculated from first principles in the PFS

-- Shipping costs (Appendix C, p22) - LoM Shipping costs of US$28/t MoP were based on information and estimates from 3(rd) party expert and reflects ocean going vessels with capacity in the range of the 10000-15000t DWT.

-- Project durations - A project capital period 21 months was estimated in the PFS and the deferred capital period defined 6 months, with sustaining capital estimated in the PFS as 216 months

-- Project Capital (Appendix A p22, Appendix C, p21) - A total nominal Project Capital of US$ 286 million was estimated in the PFS

-- Fiscal parameters (Appendix a, p25, Appendix C, p23) - The signed mining convention determined the relevant fiscal parameters as summarised below:

   --    Company tax rate (15%), 
   --    Tax holidays (5 years at 0% + 5 years at 7.5%) 
   --    Royalties (3%) (Mining Convention) 
   --    Government free carry (10%) (Mining Convention) 
   --    Other minor duties and taxes (Mining Convention) 

Summary of Material Assumptions - production target and forecast financial information

The material assumptions relating to the production target and forecast financial information for the DX Project which vary from the assumptions relating to the Ore Reserve Statement described above are summarised below:

-- Production life (Appendix A p12-13 Appendix C, p22) - LoM of 18 years at nominal 400,000 tpa MoP production, this was determined following the receipt of the PFS.

-- Product pricing (Appendix A p22, Appendix C, p22) - Average MoP price of US$422/t MoP CFR Africa (real 2019) for granular product (based on recent potash price movements, current market prices, a review of recent releases by Potash producers and potash development companies and potash market research from Argus Media).

-- Operating cost (Appendix A, p24 and Appendix C, p22) - mine gate operating cost is estimated at US$65.27/t and the export (FOB) cost is estimated at US$86.61/t, excluding royalty and sustaining capital.

The Mineral Resource Estimation

The Mineral Resource Estimate was reported in accordance with the JORC Code, pursuant to Listing Rules 5.6, 5.22 and 5.24. A full description of the methodology is provided in Appendix C.

The Mineral Resource Estimate used an interpretation based on drill-hole data and 2D seismic data to create 3D 'wireframes' for the sylvinite seams. The wireframes were then 'filled' with a block model, with individual block dimensions of 50 by 50 metres and variable height. The drill-hole intersection data for KCl (%), magnesium (%) and insoluble content (%) was estimated into the block model using Inverse Distance Weighting squared. The d density of each block was calculated using a formula for the correlation between KCl content and density (by pycnometer) and has an average of 2.03 t/m(3) and 2.11 t/m(3) for the HWSS and TSS.

T he block-model and thus the estimate was then reduced by the removal of two 'structural exclusion zones' and by cutting it on the east and southeast by a boundary reflecting the 'maximum extent of sylvinite' interpreted from seismic and drill-hole data.in the tabulation (not in the block model). All blocks with a thickness of less than 1-metre were excluded from the estimate and a 15% KCl cut-off-grade was applied. A final step was the reduction of the resultant tonnages by 15% to account for unmodelled geological losses, to obtain the final estimated sylvinite tonnages. Two estimates were made; one for the HWSS and the full TSS and one for the HWSS and TSS-6-8, the latter being a higher-grade lower tonnage option and the base case for the Ore Reserve Estimate.

The classification of the Mineral Resource Estimate by the Competent Person was based on Area of Influence (AOI) around the drill-holes. No Measured Mineral Resources were estimated. Indicated Mineral Resources are limited to (sylvinite) blocks within an area guided by an AOI with a radius of 1.0 km around the drill-holes DX_01, K62, ED_03, ED_01. Inferred Mineral Resource are limited to sylvinite (blocks) within an area guided by an AOI with a radius of 2.5 km around inner holes, and a 1.5 km radius beyond 'outer' holes (DX_03 and DX_02) and exclude the Indicated Mineral Resource area.

The Ore Reserve Estimation

The Ore Reserve estimate was carried out by Agapito and reported in accordance with the JORC Code, pursuant to Listing Rules 5.9.1, 5.16.1 and 15.7.1.

Classification of Ore Reserve

The Ore Reserve is that portion of the Indicated Mineral Resource within the Preliminary Feasibility Study mine plan boundary. The mine plan boundary includes the Indicated Mineral Resource area within 1 kilometre from the four exploration cored boreholes ED-01, ED-03, DX-07 and DX-09. These 4 cored holes are within 2,000 meters of each other so that their Area of Influence (AOI) are interconnected. Mineral Resources were assigned to DX-01 which is not contiguous to the four interconnected core holes so was not considered to be included in the Ore Reserves.

Mining Method and assumptions

For the PFS solution mining plan, single-well caverns were adopted. The decision to use single-well caverns was based on the need to locate caverns as close to each other as possible to maximize resource recovery and the Reserves for the Dougou Extension (DX). The 2D seismic and new drill holes completed as part of the PFS resulted in better definition of the extent, thickness and dip of the floor of the resource. Solution mining of large dual-well caverns, as proposed in the Scoping Study, resulted in reduced resource recovery in comparison to the single, smaller caverns.

This configuration resulted in additional wells, but higher resource recovery and mine life. The plant is designed to produce 400,000 tonnes per year of Muriate of Potash (MOP) with a purity of 98.5% KCl. Recovery of resource is planned in the HWSS and TSS where they exist. To meet this production goal, 25 caverns will need to be developed and put into operation at start-up and replaced over the 18-year mine life. The adopted method of solution mining will inject a hot brine with near saturation of NaCl and KCl content of approximately 90 to 100 g/l. The brine will selectively dissolve the KCl to produce a brine feed to the plant of up to 165 g/l KCl with the NaCl remaining in the cavern. Laboratory-scale dissolution rate testing has verified selective dissolution of KCl at a KCl concentration of 165 g/l.

The steps in solution mining is to first develop a sump in the salt below the lowest potash bed available, then to expand the top of the sump with both steps utilizing an oil or nitrogen cap to inhibit vertical cavern growth. When the roof is developed, the oil/gas cap will be removed and solution mining of the lowest beds (HWSS or the TSS) can be achieved. If the HWSS and TSS are present, sump development in the TSS will follow completion of mining in the HWSS.

Other mining techniques were evaluated during the Scoping Study and these included dual-well caverns as practiced in Saskatchewan and horizontal wells as practiced by Intrepid, Natural Soda, and in Turkey (Eti Soda and Kazan). The dip of the beds and the variability of the dip favoured the single-well plan.

Cavern stability and size of the caverns was based on modelling of the larger dual-well caverns and geomechanical parameters from the Definitive Feasibility Study (DFS) of the nearby Kola Project that is owned by KORE Potash.

The selected areal extraction ratio is 63%, with the caverns approximately circular with a radius of 60 meters and pillars between caverns of 24 meters. The volumetric extraction ratio is 46.2%. This configuration is likely to be stable during operations when the pressure in the caverns will support the roof. Pillar degradation is possible, and subsidence or interconnection of caverns is not of concern.

The mining recovery factors used include losses due to geologic anomalies and the brine remaining in the cavern after completion of active mining. The geologic loss factor for the HWSS and TSS is 15%. There is greater uncertainty for resource recovery because of the banded nature of the TSS therefore a 15% factor related to TSS mining has been allowed. The HWSS is of uniform high-grade KCl, whereas the TSS has high-grade KCl seams interspersed with low-grade seams. The overall grade of the TSS seam is 29.3% KCl, whereas the grade of the HWSS is 57%. Hence, selective mining of the TSS is expected to be less reliable than for the HWS. The loss of resource to the remaining brine in the cavern is estimated to be 16-18%. Some of this can be recovered with the use of submersible pumps. No credit has been taken for the recovery of the residual brine in the cavern because for some caverns, deformation above the cavern may restrict the placement of the submersible pump and the suction pipe to the bottom of the cavern.

Mining dilution factors are not applicable to solution mining. Modelling completed for the PFS incorporates the transition from sump development with the production of brine of high NaCl content and no KCl to a high KCl concentration brine once solution mining is advanced to mine the HWSS or the TSS. During this transition from sump mining to potash mining, brine grades less than 90 g/l will be discarded or recirculated. Dilution factors generally associated with conventional mining involve reduction (dilution) of the ore grade delivered to the plant because of mining low-grade material, either above or below the economically viable ore zone.

The mining recovery factors include the areal extraction ratio of 63% (volumetric extraction of 46%) and the losses due to the geologic anomalies and the loss of brine remaining in the cavern. Plant losses are estimated to be 1.5%. The final product will be 98.5% pure KCl with 1.5% NaCl.

Inferred resources have not been quantified into the mining plan.

The infrastructure requirements for solution mining include piping for delivery of the solute and recovery of the pregnant brine, wellfield pumps, electrical, instrumentation and roads. Instrumentation at the well head includes flow, temperature and brine density. Sampling of brine at the well head will be done manually. Production piping will be insulated to minimize temperature losses in the solvent and product brine. Cavern development pipelines will not be insulated.

Processing Method and Assumptions

The selective solution mining process for DX is expected to deliver brine to the process plant containing (by weight) 66.8% water, 18.6% NaCl, 13.4% KCl, 1.1% MgCl(2) , and 0.1% CaSO(4) at a temperature of 60degC. All the above elements will be fully dissolved within the brine. Brine of this nature is well understood globally and can be readily processed.

Crystallisation is the processing method selected for the DX Project and is well established in the potash industry. KCl crystallisation involves the gradual cooling of KCl-rich brine and relies on a strong relationship

between KCl solubility and brine temperature. As the brine is cooled, the amount of KCl that can remain in solution decreases. Therefore, KCl crystallises as brine is cooled, while most NaCl remains in solution. KCl crystallisation is known to yield higher KCl recovery than conventional recovery methods used for separation of KCl solids from NaCl solids, such as flotation.

The estimated KCl losses are due to:

-- Purge stream (0.50%): A purge stream is required to control the level of MgCl(2) in the process brine. MgCl(2) is preferentially soluble to KCl and will gradually displace KCl if it is not controlled. A small portion of brine is bled off and disposed to manage the level of MgCl2 in the brine, and this also results in a loss of KCl. The DX design includes a purge stream.

-- Boilout (0.15%): Crystallisation vessels are descaled with water using a process called 'boilout', which results in some loss of KCl from the walls of the vessels, directed to brine discharge.

-- Dust (0.29%): Dust losses to the atmosphere occur in the process of drying, and also after KCl is dried.

-- Spills and washdowns (0.20%): The plant will occasionally have process upsets and cleaning procedures which may result in a loss of KCl to brine discharge.

-- Offsite transportation losses (0.35%): Some allowance is made for transportation losses during transport of MoP and during ship loading at the marine location.

The total losses are expected to be 1.49%, and therefore, the total process KCl recovery is expected to be 98.5%.

Some impurities are expected to accompany the final MoP product. The minimum KCl content for K60 MoP is 95% KCl, however the DX process is expected to yield a product grade of 98.5% KCl.

The primary basis for the above assumptions was a detailed mass balance, produced by subject matter experts in the field of potash crystallisation and potash dry processing, with supplementary input from a world-renowned supplier of potash crystallisation equipment.

Furthermore, dissolution test work was performed on DX core samples from both the HWSS and TSS at Agapito Associates Inc. laboratory in Grand Junction, Colorado, USA. The testing provided a basis for the predicted dissolution characteristics within the caverns, and the resulting brine KCl concentration and flow to the process plant. These parameters were used in the design of the process plant and became the basis for the prediction of LOM production for the DX project.

Cut-off Grades

For the MRE a 15% KCl cut-off-grade was applied though no blocks have a grade less than this. The deleterious components Mg and insolubles are so low and consistent at DX that these were not considered in the selection/exclusion of blocks from the model.

The cut-off grades and quality parameters applied in selecting the mine plan include presence of carnallite, thickness and in-situ KCl content. The high KCl grade for the HWSS is exceptional compared to other mined potash beds. The TSS is comprised of several narrow high-grade sylvinite layers separated by narrow layers of 'barren' rock-salt. TSS lower most layer 5 and the uppermost layer 9 were excluded from the Ore Reserve estimate and from the mine plan because they are separated from the 'inner' layers 6-8 by thick layers of rock-salt. The Reserve considers the TSS 6-8 only. A potash grade of 30% KCl is considered necessary for successful selective solution mining of potash. The mine plan involves selective dissolution of the KCl by injecting near-saturated NaCl brine and selectively dissolving the KCl.

Estimation Methodology

   --    Capital Cost : 

Capital Cost Estimate has been developed for each scope area, expressed in United States dollars (USD) and based on 4th Quarter 2019 prices.

Capital Cost Estimate is a full AACEI Class IV Estimate (-15 to 30%, +20 to 50%)), based on an equipment factored methodology where budget prices were obtained for all equipment with an expected value higher than $50,000 all other equipment was factored as a percentage of the total of the budget quotes received.

Indirect costs were estimated by Kore Potash and included owner's costs and offsite infrastructure costs based on quotes received.

Escalation of 1.5% per annum has been considered, and a total Contingency of approximately 22.0% (of total direct and indirect costs) has been added.

Three capital periods have been defined: Initial (Construction and up to first barge loading, Month +21); Deferred (up to ramp-up completion, Month +27); Sustaining (after Month +27).

   --    Operating Cost: 

Operating costs were estimated from first principles using quoted rates, estimated consumption, forecast labour complements and remuneration estimates.

Operating Cost covering the Life of Mine (18 years) has been estimated in Q4 2019 US$ terms. They include costs for Electric power, Fuel, Gas, Labour, Maintenance parts, Operating Consumables, General and Administration costs and Contract for Employee Facilities.

Ocean freight transportation estimate was based on shipping costs for 10-12 kt ships specifically for the African market.

Mine Closure cost estimated in accordance with a Conceptual Rehabilitation and Closure Plan developed during the PFS

State mineral royalties of 3% of Gross Revenue applies.

Indicated Mineral Resources were used for the estimation of Probable Ore Reserves.

The conversion of Indicated Mineral Resource to Probable Ore Reserve reflects the Competent Person's view of the deposit.

Material Modifying Factors

   --    Status of Environmental Approvals 

The Dougou Extension project area falls within the Dougou mining licence which has a 25-year ESIA approval in place. The DX scope will require an amendment to the Dougou ESIA and this application would be prepared simultaneously with the execution of the DFS phase of the project. The base line studies for the Dougou ESIA and the Kola infrastructure corridors (power, gas and overland access) will provide required information for the amendment application.

Additional baseline studies required to complete the application will be centred around new areas that would be affected by the DX project.

There are no waste rock dumps or process residue storage facilities required for the scope of the DX project. Waste salt brine is planned to be disposed of back into the ocean. The disposal of waste brine into the ocean was investigated and included in the Kola ESIA which was approved by the regulator when the Kola ESIA was granted a 25-year approval in March 2020.

The Company shall carry out their construction operations in compliance with the environmental and social management plan as part of the approved ESIA and will be subject to Regulator's environmental management compliance audits.

   --    Status of Mining Tenements and Approvals 

Kore Potash Limited (which is 100% owned by Kore Potash Plc.) and formerly known as Elemental Minerals Limited (ELM), has a 97%-holding in Sintoukola Potash SA (SPSA), a company registered in the ROC. The remaining 3% in SPSA is held by "Les Establissements Congolais MGM" (Republic of Congo). SPSA in turn has a 100% interest in its two ROC subsidiaries, Sintoukola Potash Mining SA and Dougou Potash Mining SA. The DX Deposit is within the Dougou Mining Licence which is 100% held by Dougou Potash Mining SA and was issued on the 9 May 2017 for a period of 25 years, under decree No. 2017-139.

Other Governmental Factors

A mining convention entered into between the RoC government and the Companies on 8 June 2017 and gazetted into law on 7 December 2018 concludes the framework envisaged in the 25-year renewable Dougou Mining Licence granted in August 2013. The Mining Convention provides certainty and enforceability of the key fiscal arrangements for the development and operation of Dougou Mining Licences, which amongst other items include import duty and VAT exemptions and agreed tax rates during mine operations. The Mining Convention provides strengthened legal protection of the Company's investments in the Republic of Congo through the settlement of disputes by international arbitration. The Mining Convention also provides for 10% of the shares in the subsidiary companies holding the Dougou and Kola Mining licences to be transferred to the Government of the Congo. This transfer of 10% to the Government has not yet occurred.

Infrastructure Requirements for Selected Mining, Processing and Product Transportation to Market

The project infrastructure is comprised of a mine site (well field), a processing plant, a 13.8 km buried water line to the coast, an accommodation camp, an overhead powerline from Mboundi and overland truck transport on the national road system of both product and gas.

Land acquisition rights for the DX project area will have to be applied for during the DFS phase and a project specific area will need to be through a ministerial order. To achieve this a governmental process is followed that culminates in a "Declaration d'Utilite Publique" (DUP) being granted. This process was followed successfully on the Kola project and will only be required for new areas that are impacted by the DX project area.

The Process Plant Site is located approximately 65 km north west of Pointe Noire and 18 km inland from the coast. The Mine Site is located next to the Project Process Plant.

The DX Project will require the regular use of existing highway RN5 for transport during construction and operations. RN5 includes 25 km of unpaved sand road between Madingo-Kayes and the process plant. Although the sand portion of the road is currently used for logging transport, some upgrades may be required to support the construction and operating traffic for DX.

A High Voltage (HV) Overhead Transmission Line (OHL) will be run from a CEC tie-in point at M'Boundi. The OHL will supply electrical power to the DX mine and process plant

Water supply will be seawater and brine will be disposed to the ocean via two 14 km long pipes between the process plant and the coast. A water pumping station will be required near the coastline.

A Natural Gas Virtual Pipeline (NGVP) will be used for the DX Project, involving the delivery of compressed natural gas on trucks. A compression (mother) station is installed adjacent to the existing natural gas pipeline. Natural gas is compressed at high pressure onto tube trailers. Tube trailers are transported to a decanting (daughter) station at the DX process plant. The tube trailer is connected to apparatus at the decanting station where the pressure is reduced to the correct pressure for use by the end use customer.

APPIX C

JORC CODE Table 1 Checklist of Assessment and Reporting Criteria - sections 1-4

Section 1 Sampling Techniques and Data

(Criteria in this section apply to all succeeding sections.)

 
                                Section 1 - Sampling Techniques and Data 
 JORC           JORC Explanation                                              Commentary 
 Criteria 
               ------------------------------------------------------------  ------------------------------------------------------------ 
 1.1 SAMPLING 
 TECHNIQUES      *    Nature and quality of sampling (e.g. cut channels,       *    Sampling of Kore's holes was carried out according to 
                      random chips, or specific specialised industry                an industry standard operating procedure (SOP) 
                      standard measurement tools appropriate to the                 beginning at the drill rig. 
                      minerals under investigation, such as down hole gamma 
                      sondes, or handheld XRF instruments, etc.). These 
                      examples should not be taken as limiting the broad       *    Core drilling was used to provide core samples. 
                      meaning of sampling.                                          Sample intervals were between 0.1 and 2.0 metres and 
                                                                                    sampled to lithological boundaries where present. 
                                                                                    Minor lithological intervals (20cm or less) were 
                 *    Include reference to measures taken to ensure sample          generally included within a larger sample. 
                      representivity and the appropriate calibration of any 
                      measurement tools or systems used. 
                                                                               *    In all cases, core was cut along a 'center-line' 
                                                                                    marked such that both halves are as close to 
                 *    Aspects of the determination of mineralisation that           identical as possible. 
                      are Material to the Public Report. In cases where 
                      'industry standard' work has been done this would be 
                      relatively simple (e.g. 'reverse circulation drilling    *    All were sampled as half-core and cut using an 
                      was used to obtain 1 m samples from which 3 kg was            Almonte(c) core cutter without water, and blade and 
                      pulverised to produce a 30 g charge for fire assay').         core holder cleaned between samples. Samples were 
                      In other cases, more explanation may be required,             individually bagged and sealed in boxes. 
                      such as where there is coarse gold that has inherent 
                      sampling problems. Unusual commodities or 
                      mineralisation types (e.g. submarine nodules) may        *    At the laboratory, samples were crushed to nominal 2 
                      warrant disclosure of detailed information.                   mm then riffle split to derive a 100 g sample for 
                                                                                    analysis. 
 
 
                                                                               *    Historical holes (starting with 'K') were drilled by 
                                                                                    Mines de Potasse d' Alsace S.A (MDPA) during the late 
                                                                                    1960's and early 1970's. There is no description of 
                                                                                    the sampling methodology for these holes. Only K52 
                                                                                    was used in the estimate of grade for the Dougou 
                                                                                    Extension (DX) MRE and was twinned by Kore's hole 
                                                                                    ED_01 (20 m away) to validate the historic grade and 
                                                                                    geology data. 
 
 
                                                                               *    Further discussion on sampling representivity is 
                                                                                    provided in section 1.5. 
 
 
                                                                               *    Downhole geophysical data including gamma-ray data 
                                                                                    were collected for all holes. Gamma-ray data provides 
                                                                                    a useful check on the depth and thickness of the 
                                                                                    potash intervals. 
               ------------------------------------------------------------  ------------------------------------------------------------ 
 1.2. 
 DRILLING        *    Drill type (e.g. core, reverse circulation, open-hole    *    Holes were drilled in two phases by rotary percussion 
 TECHNIQUES           hammer, rotary air blast, auger, Bangka, sonic, etc.)         through the 'cover sequence' (Phase 1 between 9- and 
                      and details (e.g. core diameter, triple or standard           12-inch diameter, Phase 2 between 5- and 8-inch 
                      tube, depth of diamond tails, face-sampling bit or            diameter) stopping 3-5 m into in the Anhydrite Member 
                      other type, whether core is oriented and if so, by            and cased and grouted to this depth. Holes were then 
                      what method, etc.).                                           advanced using diamond coring with the use of 
                                                                                    tri-salt (K, Na, Mg) mud to avoid dissolution and 
                                                                                    ensure acceptable recovery. ED_01 and ED_03 core was 
                                                                                    drilled PQ (85 mm diameter) then subsequent holes HQ 
                                                                                    (64.5 mm core diameter) as standard. All holes were 
                                                                                    drilled as close to vertically as possible. 
               ------------------------------------------------------------  ------------------------------------------------------------ 
 1.3. DRILL 
 SAMPLE          *    Method of recording and assessing core and chip          *    Core recovery was recorded for all cored sections of 
 RECOVERY             sample recoveries and results assessed.                       Kore's holes by recording the drilling advance 
                                                                                    against the length of core recovered. Recovery is 
                                                                                    between 95 and 100% for the evaporite and all potash 
                 *    Measures taken to maximise sample recovery and ensure         intervals. A full-time mud engineer was recruited to 
                      representative nature of the samples.                         maintain drilling mud chemistry and physical 
                                                                                    properties. 
 
                 *    Whether a relationship exists between sample recovery 
                      and grade and whether sample bias may have occurred      *    Core is wrapped in cellophane sheet soon after it is 
                      due to preferential loss/gain of fine/coarse                  removed from the core barrel, to avoid dissolution in 
                      material.                                                     the atmosphere, and is then transported at the end of 
                                                                                    each shift to a de-humidified core storage room where 
                                                                                    it is stored permanently. 
 
 
                                                                               *    Recovery data is not available for all historic 
                                                                                    boreholes. Only K52 was used in the grade estimate. 
 
 
                                                                               *    There are no concerns relating to bias due to 
                                                                                    recovery or due to preferential loss of certain size 
                                                                                    fractions; the sylvinite and halite are of similar 
                                                                                    grainsize and hardness. 
               ------------------------------------------------------------  ------------------------------------------------------------ 
 1.4. LOGGING 
                 *    Whether core and chip samples have been geologically      *    The entire length of Kore's holes was logged 
                      and geotechnically logged to a level of detail to              geologically, from rotary chips in the 'cover 
                      support appropriate Mineral Resource estimation,               sequence' and core in the evaporite. Logging is 
                      mining studies and metallurgical studies.                      qualitative and supported by quantitative downhole 
                                                                                     geophysical data including gamma and acoustic 
                                                                                     televiewer images, which provide a useful check on 
                 *    Whether logging is qualitative or quantitative in              the conventional core logging. 
                      nature. Core (or costean, channel, etc.) photography. 
 
                                                                                *    Due to the conformable nature of the evaporite 
                 *    The total length and percentage of the relevant                stratigraphy and the observed continuity and abrupt 
                      intersections logged.                                          nature of contacts, recognition of the potash seams 
                                                                                     is straightforward and made with confidence. 
 
 
                                                                                *    Core was photographed to provide an additional 
                                                                                     reference and record. 
 
 
                                                                                *    High quality geological logs were available for 
                                                                                     historic holes used in the model, based on cored 
                                                                                     holes. For oil well Yangala-1, the logging was based 
                                                                                     on rotary cuttings and is therefore less detailed. 
                                                                                     The position of the seams in these holes was 
                                                                                     interpreted by Kore. Only K52 and K62 are within the 
                                                                                     area of MRE. 
               ------------------------------------------------------------  ------------------------------------------------------------ 
 1.5 
 SUB-SAMPLING     *    If core, whether cut or sawn and whether quarter,       *    Kore's samples were sawn as described above, into two 
 TECHNIQUES            half or all core taken.                                      halves. One half was retained at site as a record, 
 AND                                                                                and one half sent in a batch of samples to the 
 SAMPLE                                                                             laboratory, Intertek of Perth. 
 PREPARATION      *    If non-core, whether riffled, tube sampled, rotary 
                       split, etc. and whether sampled wet or dry. 
                                                                               *    Care was taken to orient the core before cutting so 
                                                                                    that the retained and submitted halves were as 
                  *    For all sample types, the nature, quality and                similar as possible. 
                       appropriateness of the sample preparation technique. 
 
                                                                               *    For at least 1 in 20 samples both halves were 
                  *    Quality control procedures adopted for all                   submitted, as two separate samples - an original and 
                       sub-sampling stages to maximise representivity of            (field) duplicate sample. The results of the 
                       samples.                                                     duplicate analyses indicate no problematic bias, 
                                                                                    supporting the adequacy of the sample size and the 
                                                                                    sub-sampling procedures. This partially a reflection 
                  *    Measures taken to ensure that the sampling is                of the massive layered nature of the mineralisation, 
                       representative of the in situ material collected,            with layering that is generally close to 
                       including for instance results for field                     perpendicular to the core axis. 
                       duplicate/second-half sampling. 
 
 
                  *    Whether sample sizes are appropriate to the grain 
                       size of the material being sampled. 
               ------------------------------------------------------------  ------------------------------------------------------------ 
 1.6 QUALITY 
 OF              *    The nature, quality and appropriateness of the           *    Analyses for holes ED_01, ED_03 and DX_01 to DX_04 
 ASSAY DATA           assaying and laboratory procedures used and whether           were carried out at Intertek in Perth. Analyses for 
 AND                  the technique is considered partial or total.                 holes DX_07 and DX_09B were carried out at SGS 
 LABORATORY                                                                         Lakefield in Canada. At the laboratory, samples were 
 TESTS                                                                              crushed to >75% passing 2 mm then split to derive a 
                 *    For geophysical tools, spectrometers, handheld XRF            subsample (100 g for Intertek and 250 g for SGS) for 
                      instruments, etc., the parameters used in determining         analysis. Total K, Na, Ca, Mg and S were determined 
                      the analysis including instrument make and model,             by ICP-OES. Cl was determined volumetrically. 
                      reading times, calibrations factors applied and their         Insolubles were determined by filtration of the 
                      derivation, etc.                                              residual solution and slurry on a 0.45 micron 
                                                                                    membrane filter, washing to remove residual salts, 
                                                                                    drying and weighing. Loss on drying by Gravimetric 
                 *    Nature of quality control procedures adopted (e.g.            Determination was also completed as a check on the 
                      standards, blanks, duplicates, external laboratory            mass balance. 
                      checks) and whether acceptable levels of accuracy 
                      (i.e. lack of bias) and precision have been 
                      established.                                             *    A full quality control and assurance (QAQC) programme 
                                                                                    was implemented, to assess repeatability of the 
                                                                                    sampling procedure and the precision of the 
                                                                                    laboratory sample preparation and the accuracy of 
                                                                                    analyses. 
 
 
                                                                               *    This comprised the insertion of blanks, duplicates, 
                                                                                    certified reference materials and internal 
                                                                                    (non-certified) reference material. QAQC samples make 
                                                                                    up 17% of the total number of samples submitted, 
                                                                                    which is in line with industry best-practices. 
 
 
                                                                               *    The results of the QAQC data were assessed 
                                                                                    graphically and is acceptable supporting the use of 
                                                                                    the laboratory analyses for sylvinite for the MRE. A 
                                                                                    QAQC report was produced. 
               ------------------------------------------------------------  ------------------------------------------------------------ 
 1.7. 
 VERIFICATION    *    The verification of significant intersections by         *    Sampling and other drilling data was captured into MS 
 OF SAMPLING          either independent or alternative company personnel.          Excel, then imported along with assay data into an MS 
 AND                                                                                Access database. On import, checks on data are made 
 ASSAYING                                                                           for errors. 
                 *    The use of twinned holes. 
 
                                                                               *    All mineralised intervals used for the MRE were 
                 *    Documentation of primary data, data entry procedures,         checked and re-checked an compared against lithology 
                      data verification, data storage (physical and                 and gamma data, which provide a further check of 
                      electronic) protocols.                                        grade and thickness. 
 
 
                 *    Discuss any adjustment to assay data.                    *    As stated, K52 was the only historic hole for which 
                                                                                    assay data was used in the MRE. To validate the 
                                                                                    historic hole, it was twinned by ED_01, which 
                                                                                    supported the accuracy of the K52 data. 
               ------------------------------------------------------------  ------------------------------------------------------------ 
 1.8. 
 LOCATION OF     *    Accuracy and quality of surveys used to locate drill     *    Drill-hole collars were surveyed by a professional 
 DATA POINTS          holes (collar and down-hole surveys), trenches, mine          surveyor using a DGPS, expected to be accurate to 
                      workings and other locations used in Mineral Resource         within 200 mm. DX_07 and DX_09B were drilled at 
                      estimation.                                                   seismic survey stations which had been surveyed prior 
                                                                                    to drilling by a professional surveyor using a DGPS. 
 
                 *    Specification of the grid system used. 
                                                                               *    The drill-hole positions are given in UTM zone 32 S 
                                                                                    using WGS 84 datum (Table in the announcement). 
                 *    Quality and adequacy of topographic control. 
 
                                                                               *    Topographic elevation is from SRTM 90 satellite data, 
                                                                                    though of relatively low resolution, it is sufficient 
                                                                                    for the MRE. 
               ------------------------------------------------------------  ------------------------------------------------------------ 
 1.9. DATA 
 SPACING         *    Data spacing for reporting of Exploration Results.       *    The figure in the announcement shows the location of 
 AND                                                                                the drill-holes. Those within the deposit extent are 
 DISTRIBUTION                                                                       spaced between 0.7 and 4 km apart. 
                 *    Whether the data spacing and distribution is 
                      sufficient to establish the degree of geological and 
                      grade continuity appropriate for the Mineral Resource    *    Between drill-holes, 2D seismic data was important in 
                      and Ore Reserve estimation procedure(s) and                   modelling the geometry (elevation and dip) of key 
                      classifications applied.                                      surfaces between holes. Kore Potash collected 60 km 
                                                                                    of high frequency 2D data in 2019 using DMT GmbH&Co 
                                                                                    KG of Essen, Germany (DMT). Lines were on an 
                 *    Whether sample compositing has been applied.                  approximate grid (figure in the announcement) and 
                                                                                    spaced between 240 and 800 m. The receiver interval 
                                                                                    and the source interval were 10m. 
 
 
                                                                               *    Beyond the area of the 2019 survey, historic oil 
                                                                                    industry seismic data was used. These lines are 
                                                                                    between1.5 and 2.4 km apart and extend across all 
                                                                                    parts of the deposit in various orientations, as 
                                                                                    shown on the figure in the announcement. 
 
 
                                                                               *    Owing to the continuity of the depositional setting 
                                                                                    of the seams, their contacts and other surfaces and 
                                                                                    'markers' can be easily identified and correlated 
                                                                                    between drill-holes. The change from sylvinite to 
                                                                                    carnallitite is obvious in drill-holes based on 
                                                                                    visual observation, gamma-ray data and laboratory 
                                                                                    analyses. Between drill-holes, on the seismic data, 
                                                                                    the contacts/changes between sylvinite and 
                                                                                    carnallitite are not visible. As described in Section 
                                                                                    3.5, a method of modelling these contacts/changes 
                                                                                    based was developed to interpret the distribution of 
                                                                                    sylvinite between drill-holes. 
 
 
                                                                               *    The Competent Person (CP) has sufficient confidence 
                                                                                    that the data spacing and the methods used for 
                                                                                    modelling are sufficient to support grade and 
                                                                                    geological continuity relative to the applied 
                                                                                    classification categories described in section 3.12. 
 
 
                                                                               *    For the reporting of sylvinite intersections (as used 
                                                                                    in the MRE), samples within the sylvinite interval 
                                                                                    were composited to a single grade and thickness, 
                                                                                    using the standard length-weighted average method. 
               ------------------------------------------------------------  ------------------------------------------------------------ 
 1.10. 
 ORIENTATION     *    Whether the orientation of sampling achieves unbiased    *    The sylvinite grade is controlled by the original 
 OF DATA IN           sampling of possible structures and the extent to             horizontally layered sedimentary deposition. 
 RELATION             which this is known, considering the deposit type.            Intersections have a sufficiently low angle of dip 
 TO                                                                                 and drill-holes were drilled vertically; a correction 
 GEOLOGICAL                                                                         of thickness for apparent thickness was not deemed 
 STRUCTURE       *    If the relationship between the drilling orientation          necessary. Drill-hole inclination was surveyed to 
                      and the orientation of key mineralised structures is          check verticality, it ranged - 85deg to -90deg, the 
                      considered to have introduced a sampling bias, this           hole dip through most intersections being between 
                      should be assessed and reported if material.                  88deg and 90 deg. 
               ------------------------------------------------------------  ------------------------------------------------------------ 
 1.11. SAMPLE 
 SECURITY         *    The measures taken to ensure sample security.           *    The chain of custody of samples was secure. At the 
                                                                                    rig, the core was under full supervision of a Company 
                                                                                    geologist. At the end of each drilling shift, the 
                                                                                    core was transported by Kore Potash staff to a secure 
                                                                                    site where it is stored within a locked room. 
 
 
                                                                               *    Sampling was carried out under the observation of 
                                                                                    Company staff; packed samples were transported 
                                                                                    directly from the site by Company staff to DHL 
                                                                                    couriers in Pointe Noire 3 hours away. From there DHL 
                                                                                    airfreighted all samples to the laboratory, either in 
                                                                                    Australia or Canada. Samples were weighed before 
                                                                                    sending and on receipt of the results weights were 
                                                                                    compared with those reported by the lab. 
               ------------------------------------------------------------  ------------------------------------------------------------ 
 1.12. AUDITS 
 OR               *    The results of any audits or reviews of sampling         *    Kore's sampling procedure has been reviewed on 
 REVIEWS               techniques and data.                                          several occasions by external parties, for the MRE 
                                                                                     for the Kola, Dougou and DX Deposits. 
 
 
                                                                                *    The supporting data has been checked by the external 
                                                                                     CP, with inspection of logging sheets and laboratory 
                                                                                     analysis certificates. 
               ------------------------------------------------------------  ------------------------------------------------------------ 
 

Section 2 Reporting of Exploration Results

(Criteria listed in the preceding section also apply to this section.)

 
 Section 2 - Reporting of Exploration Results 
 JORC Criteria    JORC Explanation                                                        Commentary 
                 ----------------------------------------------------------------------  ------------------------------------------------------------ 
 2.1 MINERAL 
 TENEMENT           *    Type, reference name/number, location and ownership                *    The DX Deposit is entirely within the Dougou Mining 
 AND LAND                including agreements or material issues with third                      Licence which is held 100% under the local company 
 TENURE                  parties such as joint ventures, partnerships,                           Dougou Mining SARL which is in turn held 100% by 
 STATUS                  overriding royalties, native title interests,                           Sintoukola Potash SA RoC, of which Kore Potash holds 
                         historical sites, wilderness or national park and                       a 97% share. The Permit is valid for 25 years from 
                         environmental settings.                                                 9(th) May 2017. 
 
 
                    *    The security of the tenure held at the time of                     *    There are no impediments on the security of tenure. 
                         reporting along with any known impediments to 
                         obtaining a license to operate in the area. 
                 ----------------------------------------------------------------------  ------------------------------------------------------------ 
 2.2 
 EXPLORATION        *    Acknowledgment and appraisal of exploration by other              *    Potash exploration was carried out in the area in the 
 DONE BY OTHER           parties.                                                               1960's by Mines domaniales de Potasse d' Alsace S.A. 
 PARTIES                                                                                        Holes K52 and K62 are within the Deposit area. High 
                                                                                                quality geological logs are available for these 
                                                                                                holes. Hole K52 intersected HWSS and was the initial 
                                                                                                reason for Kore's interest in the area, beginning 
                                                                                                with the twin-hole drilling of K52 in 2012 by ED_01. 
 
 
                                                                                           *    Seismic data was acquired by oil exploration 
                                                                                                companies British Petroleum Congo and Chevron during 
                                                                                                the 1980's and by Morel et Prom in 2006. The Company 
                                                                                                acquired SEG-Y files for these surveys and this data 
                                                                                                has guided the exploration and deposit modelling at 
                                                                                                DX. 
                 ----------------------------------------------------------------------  ------------------------------------------------------------ 
 2.3. GEOLOGY     Deposit type, geological setting and style 
                   of mineralisation.                                                      *    The potash seams are hosted by the 400-500 m thick 
                                                                                                Loeme Evaporite formation of sedimentary evaporite 
                                                                                                rocks. These are within the Congo Basin which extends 
                                                                                                from the Cabinda enclave of Angola to southern Gabon 
                                                                                                from approximately 50 km inland, extending some 
                                                                                                200-300 km offshore. The evaporites were deposited 
                                                                                                during the Aptian epoch of the Lower Cretaceous, 
                                                                                                between 125 and 112 million years ago. Importantly, 
                                                                                                the sedimentation was in a post-rift setting leading 
                                                                                                to the development of evaporite layers with 
                                                                                                significant continuity. 
 
 
                                                                                           *    The evaporites formed by cyclic evaporation of 
                                                                                                marine-sourced brines which were fed by seepage into 
                                                                                                an extensive subsiding basin, each cycle generally 
                                                                                                following the expected brine evolution and resultant 
                                                                                                mineral precipitation model: dolomite then gypsum 
                                                                                                then halite then the bitterns of Mg and K as 
                                                                                                chlorides. To precipitate the thick potash beds the 
                                                                                                system experienced prolonged periods within a range 
                                                                                                of high salinity of brine concentration. 
 
 
                                                                                           *    Reflecting the Cl-Mg-K dominated brine composition, 
                                                                                                halite (NaCl), carnallite (KMgCl(3) --6H(2) O) and 
                                                                                                bischofite (MgCl(2) --6H(2) O) account for over 90% 
                                                                                                of the evaporite rocks. 
 
 
                                                                                           *    Carnallite is a rock comprised predominantly of 
                                                                                                carnallite and halite. Sylvinite is a rock comprised 
                                                                                                predominantly of sylvite and halite. The term 
                                                                                                'rock-salt' is used to refer to a rock comprising of 
                                                                                                halite without appreciable potash. Both potash types 
                                                                                                are easily identified. Sylvinite is typically reddish 
                                                                                                or pinkish in colour. Carnallite is coarser grained, 
                                                                                                greasy and orange in colour. 
 
 
                                                                                           *    Importantly, bischofite does not occur in the floor 
                                                                                                or roof of the HWS and TS; the nearest bischofite is 
                                                                                                over 130 m vertically below these seams. 
 
 
                                                                                           *    At DX the evaporite stratigraphy is slightly elevated 
                                                                                                and thinned relating to the presence of an underlying 
                                                                                                horst block forming a paleo-topographic high in the 
                                                                                                pre- and syn-rift rocks below the evaporite. This 
                                                                                                feature is referred to as the 'Yangala High' and was 
                                                                                                an important 'large-scale' control on the development 
                                                                                                of sylvinite in the DX area. 
 
 
                                                                                           *    11 evaporite cycles have been recognised, of which 
                                                                                                most are preserved at DX, the important 'Top Seam' 
                                                                                                (TS) and 'Hangingwall Seam' (HWS) potash seams are 
                                                                                                within the mid to upper part of cycle 9. Where 
                                                                                                sylvinite these are referred to as the TSS and HWSS, 
                                                                                                where referred as TS and HWS they could be sylvinite 
                                                                                                or carnallite 
 
 
                                                                                           *    The TSS is made up of several narrow high grade 
                                                                                                sylvinite layers with barren rock-salt layers between 
                                                                                                them. The individual layers within the TSS are 
                                                                                                numbered 5 to 9 from lowest to uppermost. A model and 
                                                                                                MRE was completed for 6-8 only (i.e. excluding seams 
                                                                                                5 and 9). simply referred to as the TSS hereon. 
 
 
                                                                                           *    The TSS and HWSS seams have an average thickness of 
                                                                                                4.4 and 3.5 metres respectively within the MRE. The 
                                                                                                HWSS is very high grade, being comprised of a single 
                                                                                                massive bed comprising 53 to 63% sylvite. 
 
 
                                                                                           *    Capping the salt dominated part of the evaporite 
                                                                                                (Salt Member or 'Salt') is a low permeability layer 
                                                                                                of anhydrite, gypsum and clay (referred to as the 
                                                                                                'Anhydrite Member') between 10 and 16 m thick in 
                                                                                                drill-holes to date. It is at a depth of between 290 
                                                                                                and approximately 520 m at DX. The contact between 
                                                                                                the SALT and the base of the Anhydrite Member is 
                                                                                                referred to as the salt roof or 'SALT_R'. 
 
 
                                                                                           *    The Anhydrite Member is covered by a thick sequence 
                                                                                                of dolomitic rocks and clastic sediments of 
                                                                                                Cretaceous age (Albian) to recent. 
 
 
                                                                                           *    Importantly, the SALT_R contact is an unconformity. 
                                                                                                Reflecting this and that the layers within the Salt 
                                                                                                are gently undulating, in some areas there is a 
                                                                                                greater thickness of Salt above the seams (i.e. 
                                                                                                between the seams and the Anhydrite Member) than in 
                                                                                                others, or the seams may be 'truncated', as shown in 
                                                                                                the cross-section in the announcement. 
 
 
                                                                                           *    Except where truncated by the unconformity at the 
                                                                                                SALT_R, all layers in the Salt Member have good 
                                                                                                continuity and the thickness of the interval between 
                                                                                                them is relatively consistent. Even narrow mm-scale 
                                                                                                layers or sub-layers can be correlated many km. In 
                                                                                                most holes, all potash layers are present and have a 
                                                                                                low angle of dip (mostly 
 
 
                                                                                           *    The potash seams were originally deposited as 
                                                                                                carnallite but at DX have been replaced in some areas 
                                                                                                by sylvinite, by a process of non-destructive 
                                                                                                leaching of Mg, OH and some NaCl from carnallite, 
                                                                                                converting it to sylvite. The conversion from 
                                                                                                carnallite to sylvinite leads to a significant 
                                                                                                reduction of the seam thickness and a concomitant 
                                                                                                increase of grade. This process has taken place 
                                                                                                preferentially over the Yangala High, initiating from 
                                                                                                the top of the Salt Member. The process advanced on a 
                                                                                                laterally extensive 'front' and was efficient; when 
                                                                                                converted to sylvinite, almost no residual carnallite 
                                                                                                remains within the sylvinite. 
 
 
                                                                                           *    The zone within which carnallite seams have been 
                                                                                                converted to sylvinite is termed the SYLVINITE zone. 
                                                                                                This laterally extensive zone starts a short distance 
                                                                                                below the SALT_R and extends down to typically 40- 50 
                                                                                                m below this contact, but rarely as much as 80 m (as 
                                                                                                in drill-hole ED_01). If the base of the SYLVINITE 
                                                                                                zone is part-way through the potash seam, u 
                                                                                                n-replaced carnallite occurs immediately below the 
                                                                                                sylvinite part. In these situations, the contact 
                                                                                                between the sylvinite and carnallite is abrupt and 
                                                                                                easily identified in core. 
 
 
                                                                                           *    In the upper 5-30 m of the Salt Member, the sylvinite 
                                                                                                may be further 'leached', leaving pale reddish 
                                                                                                coloured halite with little to no KCl, referred to as 
                                                                                                'ghost' seam and generally still identifiable for 
                                                                                                lateral correlation purposes. The zone within which 
                                                                                                the sylvinite is leached is termed the LEACH zone. 
 
 
                                                                                           *    With reference to the above features, the main 
                                                                                                control on the distribution of sylvinite is the 
                                                                                                position of the seams (in vertical sense) relative to 
                                                                                                the SYLVINITE zone; if the seam is above or below 
                                                                                                this zone they are 'ghost' (halite) or carnallite 
                                                                                                respectively. This is shown in the cross-section in 
                                                                                                the announcement. 
                 ----------------------------------------------------------------------  ------------------------------------------------------------ 
 2.4. DRILL 
 HOLE                         *    A summary of all information material to the            *    The borehole collar positions of the holes are 
 INFORMATION                       understanding of the exploration results including a         provided in the announcement, along with the final 
                                   tabulation of the following information for all              depth. 
                                   Material drill holes: 
 
                                                                                           *    Holes were drilled vertically, the hole dip ranged 
                              *    easting and northing of the drill hole collar                from - 85deg to -90deg, the hole dip through most 
                                                                                                intersections being between 88deg and 90 deg. For the 
                                                                                                MRE, a dip of -90deg was assigned to all drill-holes. 
                              *    elevation or RL (Reduced Level - elevation above sea 
                                   level in metres) of the drill hole collar 
                                                                                           *    Positions of the holes in relation to other holes are 
                                                                                                shown in the map in the announcement. All potash 
                              *    dip and azimuth of the hole                                  intersections (or absence of) for all holes within 
                                                                                                the deposit area, including historic and 'failed' 
                                                                                                holes, are provided in the announcement. No 
                              *    down hole length and interception depth                      information is excluded. 
 
 
                              *    hole length. 
 
 
                              *    If the exclusion of this information is justified on 
                                   the basis that the information is not Material and 
                                   this exclusion does not detract from the 
                                   understanding of the report, the Competent Person 
                                   should clearly explain why this is the case. 
                 ----------------------------------------------------------------------  ------------------------------------------------------------ 
 2.5 DATA 
 AGGREGATION        *    In reporting Exploration Results, weighting averaging              *    For the calculation of the grade over the full 
 METHODS                 techniques, maximum and/or minimum grade truncations                    thickness of the seams, the standard length-weighted 
                         (e.g. cutting of high grades) and cut-off grades are                    average method of compositing was used to combine 
                         usually Material and should be stated.                                  results of each sample. 
 
 
                    *    Where aggregate intercepts incorporate short lengths               *    No selective cutting of high or low-grade material 
                         of high-grade results and longer lengths of low-grade                   was carried out. 
                         results, the procedure used for such aggregation 
                         should be stated and some typical examples of such 
                         aggregations should be shown in detail.                            *    No metal equivalents were calculated. 
 
 
                    *    The assumptions used for any reporting of metal 
                         equivalent values should be clearly stated. 
                 ----------------------------------------------------------------------  ------------------------------------------------------------ 
 2.6 
 RELATIONSHIP       *    These relationships are particularly important in the             *    Core and acoustic televiewer (ATV) images provide a 
 BETWEEN                 reporting of Exploration Results.                                      reliable measurement of hole dip. The ATV images 
 MINERALISATION                                                                                 provide azimuth. ATV data was not collected for DX_07 
 WIDTHS AND                                                                                     and DX_09B. 
 INTERCEPT          *    If the geometry of the mineralisation with respect to 
 LENGTHS                 the drill hole angle is known, its nature should be 
                         reported.                                                         *    Seams have sufficiently low degree of dip, and 
                                                                                                drill-holes are close enough to vertical that a 
                                                                                                correction of intersected thickness was not deemed 
                    *    If it is not known and only the down hole lengths are                  necessary. 
                         reported, there should be a clear statement to this 
                         effect (e.g. 'down hole length, true width not 
                         known'). 
                 ----------------------------------------------------------------------  ------------------------------------------------------------ 
 2.7 DIAGRAMS 
                    *    Appropriate maps and sections (with scales) and                    *    A relevant map, tables and a cross-section are 
                         tabulations of intercepts should be included for any                    provided in the announcement. 
                         significant discovery being reported These should 
                         include, but not be limited to a plan view of drill 
                         hole collar locations and appropriate sectional 
                         views. 
                 ----------------------------------------------------------------------  ------------------------------------------------------------ 
 2.8 BALANCED 
 REPORTING          *    Where comprehensive reporting of all Exploration                   *    All relevant exploration data is reported. All 
                         Results is not practicable, representative reporting                    intersections including carnallitite and 'ghost' 
                         of both low and high grades and/or widths should be                     seams within the deposit area are provided in the 
                         practiced avoiding misleading reporting of                              table in the announcement. The reporting is balanced 
                         Exploration Results.                                                    and not misleading. 
                 ----------------------------------------------------------------------  ------------------------------------------------------------ 
 2.9 OTHER 
 SUBSTANTIVE        *    Other exploration data, if meaningful and material,               *    Holes DX_05B, DX_06, DX_08 were stopped above the 
 EXPLORATION             should be reported including (but not limited to):                     evaporite due to drilling difficulties. DX_09B is 
 DATA                    geological observations; geophysical survey results;                   named such as the first attempt to drill this hole 
                         geochemical survey results; bulk samples - size and                    failed. DX_09B was drilled successfully at the same 
                         method of treatment; metallurgical test results; bulk                  location. 
                         density, groundwater, geotechnical and rock 
                         characteristics; potential deleterious or 
                         contaminating substances.                                         *    As stated in section 1.9, 60 km of high frequency 2D 
                                                                                                seismic data was acquired in 2019. This data was used 
                                                                                                for the MRE, for the modelling of the seams between 
                                                                                                drill-holes and for the identification of structures. 
                 ----------------------------------------------------------------------  ------------------------------------------------------------ 
 2.10 FURTHER 
 WORK               *    The nature and scale of planned further work (e.g.                *    Infill drilling is recommended initially for the area 
                         tests for lateral extensions or depth extensions or                    planned for early years of mining. Additional holes 
                         large-scale step-out drilling).                                        would provide new data points for the model, for the 
                                                                                                depths of the seams and importantly for the depth of 
                                                                                                the base of the SYLVINITE and LEACH zones. 
                    *    Diagrams clearly highlighting the areas of possible 
                         extensions, including the main geological 
                         interpretations and future drilling areas, provided               *    In support of the depth conversion of seismic data, 
                         this information is not commercially sensitive.                        additional downhole density and full waveform sonic 
                                                                                                (FWS) data and possibly vertical seismic profiling 
                                                                                                (VSP) or check-shot data would be helpful. 
 
 
                                                                                           *    It would be beneficial to carry out infill 2D seismic 
                                                                                                surveying along lines between the existing lines to 
                                                                                                achieve a 100-200 m line spacing over the Indicated 
                                                                                                MRE or a portion of it. This should allow more 
                                                                                                confident correlation of structural features between 
                                                                                                seismic lines. 
 
 
                                                                                           *    In advance of mining, 3D seismic surveying should be 
                                                                                                carried out to provide a detailed 'image' of the Salt 
                                                                                                Member and overlying rocks, to guide mine planning. 
                 ----------------------------------------------------------------------  ------------------------------------------------------------ 
 

Section 3 Estimation and Reporting of Mineral Resources

(Criteria listed in section 1, and where relevant in section 2, also apply to this section.)

 
 Section 3 - Estimation and Reporting of Mineral Resources 
 JORC Criteria    JORC Explanation                                                   Commentary 
                 -----------------------------------------------------------------  ----------------------------------------------------------------- 
 3.1. DATABASE 
 INTEGRITY          *    Measures taken to ensure that data has not been               *    Geological data is recorded in hardcopy then captured 
                         corrupted by, for example, transcription or keying                 digitally. During import into Micromine(c) software, 
                         errors, between its initial collection and its use                 an error file is generated identifying any 
                         for Mineral Resource estimation purposes.                          overlapping intervals, gaps and other forms of error. 
                                                                                            The data is then compared visually in the form of 
                                                                                            strip logs against geophysical data. 
                    *    Data validation procedures used. 
 
                                                                                       *    Assay data was imported from laboratory certificates 
                                                                                            into an Access database. The importing process checks 
                                                                                            for errors. Original laboratory certificates (pdf 
                                                                                            files) are kept as a secure record. 
 
 
                                                                                       *    The grade and depth data for all mineralised 
                                                                                            intervals used in the MRE were thoroughly checked to 
                                                                                            ensure no errors were present. 
                 -----------------------------------------------------------------  ----------------------------------------------------------------- 
 3.2. SITE 
 VISITS             *    Comment on any site visits undertaken by the                  *    The CP visited the site from 9(th) to 12(th) January 
                         Competent Person and the outcome of those visits.                  2020 to observe the drill-core, drilling of the 
                                                                                            evaporite and review sampling and logging procedures. 
                                                                                            The CP found all to be of acceptable standard. 
                    *    If no site visits have been undertaken indicate why 
                         this is the case. 
                 -----------------------------------------------------------------  ----------------------------------------------------------------- 
 3.3. 
 GEOLOGICAL         *    Confidence in (or conversely, the uncertainty of) the             *    Recognition and correlation of potash and other 
 INTERPRETATION          geological interpretation of the mineral deposit.                      important layers or contacts between drill-holes is 
                                                                                                straightforward and did not require assumptions to be 
                                                                                                made; each being distinct when thickness, grade 
                    *    Nature of the data used and of any assumptions made.                   distribution, and stratigraphic position relative to 
                                                                                                other layers is considered. Correlation is further 
                                                                                                aided using downhole geophysical data. 
                    *    The effect, if any, of alternative interpretations on 
                         Mineral Resource estimation. 
                                                                                           *    Between drill-holes there is reliance on seismic data 
                                                                                                to guide the geometry (elevation and dip) of the 
                    *    The use of geology in guiding and controlling Mineral                  seams, which in turn influences the extent of 
                         Resource estimation.                                                   sylvinite. 
 
 
                    *    The factors affecting continuity both of grade and                *    Sylvinite cannot be 'seen' directly in the seismic 
                         geology.                                                               data. As described above, the extent of sylvinite is 
                                                                                                controlled largely by the thickness of the SYLVINITE 
                                                                                                and to a lesser extent the LEACH zones. These are 
                                                                                                determined from the drill logs. If future drilling 
                                                                                                leads to changes of the thickness of these zones 
                                                                                                between the drill-holes, then the MRE would change 
                                                                                                accordingly. 
 
 
                                                                                           *    Some uncertainty is inherent in seismic 
                                                                                                interpretation, especially further away from control 
                                                                                                points (drill-holes); this is reflected in the 
                                                                                                classification of the Indicated or Inferred 
                                                                                                categories. 
 
 
                                                                                           *    The geological model for the formation of sylvinite 
                                                                                                at DX is summarised in section 2.3. It is well 
                                                                                                understood. This model was used in the construction 
                                                                                                of the model for the MRE, as described in 3.5. 
 
 
                                                                                           *    The factors affecting continuity are as follows. 
 
 
                                                                                          o Where the seams are truncated at the unconformity 
                                                                                          at the top of the Salt Member, the seams are 
                                                                                          absent. 
                                                                                          o Below the SYLVINITE zone, there is no sylvinite 
                                                                                          and only carnallite is present. This is an 
                                                                                          abrupt change affecting the continuity. 
                                                                                          o Close to the SALT_R, within the LEACH zone 
                                                                                          the sylvinite may be 'leached' and is barren. 
                                                                                          o Structures were observed within the MRE area 
                                                                                          in the 2D seismic data. Two structural 'exclusion 
                                                                                          areas' were delineated and excluded from the 
                                                                                          MRE (see map in the announcement). Other structures 
                                                                                          were identified but were not correlated between 
                                                                                          seismic lines. 
                                                                                           *    The above factors were a consideration in the 
                                                                                                application of the 15% geological loss applied to the 
                                                                                                MRE. 
                 -----------------------------------------------------------------  ----------------------------------------------------------------- 
 3.4 DIMENSIONS 
                    *    The extent and variability of the Mineral Resource            *    The DX deposit extent covers an area of approximately 
                         expressed as length (along strike or otherwise), plan              4 by 10 km. The sylvinite is found at a depth of 
                         width, and depth below surface to the upper and lower              approximately 310 to 490 m below surface. Dip of the 
                         limits of the Mineral Resource.                                    seams is low, up to 20deg but mostly less than 
                                                                                            5-10deg. 
 
 
                                                                                       *    Within this area, the sylvinite is not continuous; 
                                                                                            there are internal areas where the seams are 
                                                                                            carnallite, generally in areas where, due to gentle 
                                                                                            undulation, the seams are a greater distance from the 
                                                                                            SALT_R surface and therefore below the SYLVINITE 
                                                                                            zone. 
 
 
                                                                                       *    The TSS and HWSS seams have an average thickness of 
                                                                                            4.4 and 3.5 metres respectively within the MRE. 
                 -----------------------------------------------------------------  ----------------------------------------------------------------- 
 3.5 ESTIMATION 
 AND MODELLING      *    The nature and appropriateness of the estimation              *    Drill-holes within and surrounding the deposit were 
 TECHNIQUES              technique(s) applied and key assumptions, including                used to construct the model (map in the 
                         treatment of extreme grade values, domaining,                      announcement). Even if not sylvinite, the holes 
                         interpolation parameters and maximum distance of                   around the deposit contain the same seams and other 
                         extrapolation from data points. If a computer                      key contacts such as the SALT_R and are therefore 
                         assisted estimation method was chosen include a                    helpful in guiding the model close to and beyond the 
                         description of computer software and parameters used.              deposit extents. 
 
 
                    *    The availability of check estimates, previous                 *    The seismic data was imported in SEG-Y format into 
                         estimates and/or mine production records and whether               Micromine(TM) 2013 software and viewed in section and 
                         the Mineral Resource estimate takes appropriate                    in 3D. The data has been converted to depth by DMT 
                         account of such data.                                              Petrologic (Petrologic) application of a velocity 
                                                                                            model and then 'tied' to the drill-hole data using 
                                                                                            the main reflectors. Drill-holes DX_07 and DX_09B 
                    *    The assumptions made regarding recovery of                         postdated well-tying of the seismic data. Predicted 
                         by-products.                                                       DX_09B intersections were several metres 'out' in 
                                                                                            terms of the depth of the surfaces based on the 
                                                                                            seismic data and so the HWS_R and SALT_R surfaces had 
                    *    Estimation of deleterious elements or other non-grade              to be adjusted accordingly to fit the new drill-hole 
                         variables of economic significance (e.g. Sulphur for               data. 
                         acid mine drainage characterisation). 
 
                                                                                       *    For the historic seismic data, a uniform velocity of 
                    *    In the case of block model interpolation, the block                between 3900 and 4200 m/s was used for a simple depth 
                         size in relation to the average sample spacing and                 conversion of the seismic data, 'hanging' it from the 
                         the search employed.                                               top of the Salt Member (an obvious reflector that can 
                                                                                            be 'tied' to the same contact in drill-hole data). 
 
                    *    Any assumptions behind modelling of selective mining 
                         units.                                                        *    For the 2019 seismic data, Petrologic provided an 
                                                                                            interpretation of key surfaces; notably the SALT_R 
                                                                                            and the 'base of cycle 8' (BoC8), a reflector within 
                    *    Any assumptions about correlation between variables.               the upper part of the Salt Member. The SALT_R and the 
                                                                                            'roof of HWS' (HWS_R) surfaces were modelled as 
                                                                                            'strings' (in Micromine 2013) by Mr. A Pedley, a 
                    *    Description of how the geological interpretation was               Consultant to Kore Potash. Between drill-holes the 
                         used to control the resource estimates.                            seismic data was used to model the elevation of these 
                                                                                            surfaces. 
 
                    *    Discussion of basis for using or not using grade 
                         cutting or capping.                                           *    CSA Global (South Africa) then imported these strings 
                                                                                            into Leapfrog Geo to create 'meshes' for the SALT_R 
                                                                                            and the HWS_R, using Leapfrog's 'radial basis' 
                    *    The process of validation, the checking process used,              function. These surfaces were then imported into 
                         the comparison of model data to drill hole data, and               Datamine Studio 3 and 'resampled' on a 50x50 m grid. 
                         use of reconciliation data if available. 
 
                                                                                       *    The HWS_R was then used as a 'reference horizon' to 
                                                                                            guide the models for the other key potash seam 
                                                                                            surfaces; the floor of the HWS, and the floor and 
                                                                                            roof of the TS. This was achieved by 'gridding' 
                                                                                            (using Inverse Distance Cubed - IDW3) the thickness 
                                                                                            (as intersected in the drill-holes) of the interval 
                                                                                            between these surfaces from the HWS_R, across the 
                                                                                            deposit. By this method, 'seam models' for the HWSS 
                                                                                            and TSS (irrespective of whether they are carnallite 
                                                                                            or sylvinite) were created. 
 
 
                                                                                       *    To determine the extent and thickness of the 
                                                                                            sylvinite areas, the base of the SYLVINITE zone was 
                                                                                            determined from the drill-hole data. This is visible 
                                                                                            if this contact is within a potash layer. If 
                                                                                            occurring between the potash layers, the mid-point 
                                                                                            them was used. The thickness of this interval was 
                                                                                            'gridded' in Datamine using IDW3 into the 50x50 m 
                                                                                            grid, then subtracted from the elevation of the 
                                                                                            SALT_R to create the SYLVINITE zone floor surface. 
                                                                                            Similarly, the floor of the LEACH zone was created. 
 
 
                                                                                       *    The seam models were then cut by these surfaces, to 
                                                                                            give surfaces for the top and base of the sylvinite 
                                                                                            portion of the seams. 
 
 
                                                                                       *    Minor manual edits were made to the SYLVINITE surface 
                                                                                            to remove pockets/slivers of carnallite in the models 
                                                                                            that were considered unlikely. 
 
 
                                                                                       *    The maximum thickness of the seam models was 'capped' 
                                                                                            by the maximum thickness observed in the drill-hole 
                                                                                            data i.e. so that there are no parts of the model 
                                                                                            where the seams are thicker than the maximum 
                                                                                            intersected thickness. 
 
 
                                                                                       *    The products of the above steps were final 
                                                                                            'sylvinite-only' wireframes (closed solids) for HWSS 
                                                                                            and TSS5-9. The cross-section in the announcement 
                                                                                            illustrates these. 
 
 
                                                                                       *    The wireframes were checked against all borehole 
                                                                                            intersections on screen in Micromine. 
 
 
                                                                                       *    A surface was also created for the extent of 
                                                                                            carnallite Hangingwall Seam (HWSC) to help the 
                                                                                            understanding of the distribution of this material in 
                                                                                            the floor of the seam, being an important 
                                                                                            consideration for solution mining. 
 
 
                                                                                       *    Block models of 50 by 50 metres with variable height 
                                                                                            were created for the HWSS. TSS 5-9 and TSS 
                                                                                            wireframes. KCl, Mg and insoluble content were 
                                                                                            estimated into the block model using Inverse Distance 
                                                                                            Weighting Squared (IDW2), using the composited 
                                                                                            drill-hole assay data. 
 
 
                                                                                       *    Both Mg and insoluble material are considered 
                                                                                            deleterious elements but are only present in 
                                                                                            extremely small quantities, less than in most potash 
                                                                                            deposits globally. They were estimated for 
                                                                                            completeness. 
 
 
                                                                                       *    Density was calculated for each block, based on the 
                                                                                            grade, as discussed in section 3.11. All blocks with 
                                                                                            a height of less than 1.0 m were excluded from the 
                                                                                            MRE. 
 
 
                                                                                       *    In the CPs view, the resulting model reflects the 
                                                                                            geological controls well, more so than would have 
                                                                                            been achieved using the potash industry standard 
                                                                                            polygonal method extrapolating the grade and 
                                                                                            thickness of intersections to areas around 
                                                                                            drill-holes. The CP is satisfied that the grade 
                                                                                            modelling and estimation method used is appropriate 
                                                                                            to the assigned classification. 
 
 
                                                                                       *    No top or bottom cutting based on grade was carried 
                                                                                            out. The TSS intersection in drill-hole DX_03 is a 
                                                                                            partial (thin) intersection and as a result is higher 
                                                                                            grade than intersections in other drill-holes but was 
                                                                                            not excluded from the MRE. Elsewhere the lateral 
                                                                                            grade variation is relatively low. 
 
 
                                                                                       *    The estimated grade values in the block model were 
                                                                                            checked in section in Micromine, comparing against 
                                                                                            the supporting assay data, for all drill-holes. 
 
 
                                                                                       *    The eastern and southern limits of the block-models 
                                                                                            were cut by the 'maximum extent of sylvinite' a 
                                                                                            boundary interpreted from seismic data. Beyond this 
                                                                                            the seams are considered unlikely to be sylvinite, 
                                                                                            reflecting the limit of influence of the Yangala High, 
                                                                                            as described in section 2.3. 
 
 
                                                                                       *    The block model was also cut to exclude all material 
                                                                                            within the two structural exclusion zones (refer to 
                                                                                            map in the announcement). 
 
 
                                                                                       *    Extrapolation beyond data points is limited a 
                                                                                            distance deemed appropriate in terms of the 
                                                                                            confidence of the classification into Inferred and 
                                                                                            Indicated, as described in section 3.13. 
 
 
                                                                                       *    A further 15 % of the tonnage for both seams was 
                                                                                            deducted from the totals as a provision for 
                                                                                            unmodelled geological losses due to faults, internal 
                                                                                            carnallitite zones or leaching of the sylvinite. This 
                                                                                            was not applied to the block model itself but to the 
                                                                                            tabulation of the MRE only. 
 
 
                                                                                       *    The CP is confident in the grade estimation method 
                                                                                            used, aided by the fact that the grade variation 
                                                                                            between holes is relatively low and that there 
                                                                                            appears to be no discernible directional control on 
                                                                                            sylvinite or grade. More complex methods such as 
                                                                                            kriging were not deemed appropriate. 
 
 
                                                                                       *    A check estimate of the Indicated MRE was conducted 
                                                                                            using a simple 2D method using polygons around the 
                                                                                            sylvinite intersections based on an Area of Influence 
                                                                                            (AOI) of 800 m radius around the drill-holes. If the 
                                                                                            check estimate AOIs are also cut by the structural 
                                                                                            exclusions and the ' maximum extent of sylvinite' 
                                                                                            (described in section 3.5) as per the MRE. The check 
                                                                                            estimate tonnages are slightly lower than those of 
                                                                                            the MRE (25.6 Mt vs 27.9 Mt for the HWSS, 45.9 Mt vs 
                                                                                            50.9 Mt for the TSS). The check estimate KCl grades 
                                                                                            are within 3% of those of the MRE. 
                 -----------------------------------------------------------------  ----------------------------------------------------------------- 
 3.6 MOISTURE 
                                                                                       *    The sylvinite seams are dry and the estimate is on a 
                                                                                            dry basis. Moisture content was checked by weighing 
                                                                                            before and after drying. 
                 -----------------------------------------------------------------  ----------------------------------------------------------------- 
 3.7 CUT-OFF 
 PARAMETERS              *    The basis of the adopted cut-off grade(s) or quality     *    For the MRE a 15% KCl cut-off-grade was applied 
                              parameters applied.                                           though no blocks have a grade less than this. 
 
 
                                                                                       *    The deleterious components Mg and insolubles are so 
                                                                                            low and consistent at DX that these were not 
                                                                                            considered in the selection/exclusion of blocks from 
                                                                                            the model. 
                 -----------------------------------------------------------------  ----------------------------------------------------------------- 
 3.8 MINING 
 FACTORS                *    Assumptions made regarding possible mining methods,       *    The DX PFS and Ore Reserve estimation is based on 
 OR ASSUMPTIONS              minimum mining dimensions and internal (or, if                 selective solution mining of KCl using NaCl-saturated 
                             applicable, external) mining dilution. It is always            brine injected into the sylvinite layers to develop 
                             necessary as part of the process of determining                caverns. The solution mining method utilises one well 
                             reasonable prospects for eventual economic extraction          per cavern, drilled to a vertical depth of 
                             to consider potential mining methods, but the                  approximately 460 m. 
                             assumptions made regarding mining methods and 
                             parameters when estimating Mineral Resources may not 
                             always be rigorous. Where this is the case, this          *    The solution mining method is divided into four 
                             should be reported with an explanation of the basis            phases: (1) sump development, (2) roof development, 
                             of the mining assumptions made.                                (3) continuous mining and (4) cavern closure. 
 
 
                                                                                       *    The design for the single-well caverns is based on a 
                                                                                            radius of 60 m, with cavern centers spaced 144 m 
                                                                                            apart. This layout results in an aerial extraction 
                                                                                            ratio of 62.9% with a volumetric extraction of 46.2%. 
 
 
                                                                                       *    In the early stages of the PFS, dual-well caverns 
                                                                                            were numerically modelled for stability. This 
                                                                                            modelling was done with 70 m cavern radius and 
                                                                                            spacing between wells of 80 m. The results of the 
                                                                                            numerical modelling for cavern stability indicated 
                                                                                            that in all cases, the roof and pillars were stable 
                                                                                            and no leakage between caverns was indicated. 
 
 
                                                                                       *    For the single-well caverns, the radius was reduced 
                                                                                            from 70 m, for the dual-well configuration, to 60 m 
                                                                                            so cavern roof stability is improved. On this basis, 
                                                                                            the high-extraction single-well caverns were adopted 
                                                                                            for the PFS. Additional numerical modelling of 
                                                                                            single-well cavern deformations will be undertaken as 
                                                                                            part of the Definitive Feasibility Study (DFS). The 
                                                                                            caverns are expected to be stable, but some yielding 
                                                                                            of pillars may occur, however no adverse consequences 
                                                                                            are expected as a result. 
                 -----------------------------------------------------------------  ----------------------------------------------------------------- 
 3.9 
 METALLURGICAL          *    The basis for assumptions or predictions regarding        *    The Dougou Extension Sylvinite ore represents a 
 FACTORS OR                  metallurgical amenability. It is always necessary as           simple mineralogy, containing only sylvite, halite 
 ASSUMPTIONS                 part of the process of determining reasonable                  and traces of other soluble elements. Solution mining 
                             prospects for eventual economic extraction to                  brine is expected to contain negligible amounts of 
                             consider potential metallurgical methods, but the              insoluble materials. Brine of this nature is well 
                             assumptions regarding metallurgical treatment                  understood globally and can be readily processed. 
                             processes and parameters made when reporting Mineral 
                             Resources may not always be rigorous. Where this is 
                             the case, this should be reported with an explanation     *    Dissolution test work was performed on DX core 
                             of the basis of the metallurgical assumptions made.            samples from both the HWSS and TSS at Agapito 
                                                                                            Associates Inc. laboratory in Grand Junction, 
                                                                                            Colorado, USA. The testing provided a basis for the 
                                                                                            predicted dissolution characteristics within the 
                                                                                            caverns, and the resulting brine KCl concentration 
                                                                                            and flow to the process plant. These parameters were 
                                                                                            used in the design of the process plant. 
                 -----------------------------------------------------------------  ----------------------------------------------------------------- 
 3.10 
 ENVIRONMENTAL          *    Assumptions made regarding possible waste and process     *    The deposit area is outside of the 'Integral' zone 
 FACTORS OR                  residue disposal options. It is always necessary as            Conkuati Douali National Park. It is within the 
 ASSUMPTIONS                 part of the process of determining reasonable                  'buffer' and 'economic development' zones of the 
                             prospects for eventual economic extraction to                  park. 
                             consider the potential environmental impacts of the 
                             mining and processing operation. While at this stage 
                             the determination of potential environmental impacts,     *    A comprehensive Environmental Social Impact 
                             particularly for a Greenfields project, may not                Assessment (ESIA) was prepared and approved for the 
                             always be well advanced, the status of early                   Dougou Mining Permit and will be amended for DX. 
                             consideration of these potential environmental 
                             impacts should be reported. Where these aspects have 
                             not been considered this should be reported with an       *    Discharge brine from the process plant will be 
                             explanation of the environmental assumptions made.             disposed to the ocean via a buried pipe from the 
                                                                                            process plant to the coast. A brine disposal diffuser 
                                                                                            will be located about 250 m from the shoreline. The 
                                                                                            diffuser will be designed to ensure proper disposal 
                                                                                            flow characteristics. 
 
 
                                                                                       *    Based on preliminary reviews, subsidence is not 
                                                                                            expected to result in significant surface impacts. 
                                                                                            Subsidence will be examined more closely in the DFS. 
 
 
                                                                                       *    A Reclamation (Closure) cost allowance is included to 
                                                                                            rehabilitate areas used for the process plant, 
                                                                                            wellfield and other offsite infrastructure. 
                 -----------------------------------------------------------------  ----------------------------------------------------------------- 
 3.11 BULK 
 DENSITY                *    Whether assumed or determined. If assumed, the basis      *    At DX (and at Kola), it has been shown that density 
                             for the assumptions. If determined, the method used,           of sylvinite is directly correlated to the relative 
                             whether wet or dry, the frequency of the measurements          proportion of sylvite and halite (which have known 
                       ,                                                                    densities of 1.99 and 2.16 t/m(3) respectively). 
                             the nature, size and representativeness of the                 These can be determined from the laboratory 
                             samples.                                                       analytical data. This method of density determination 
                                                                                            is used in some operating potash mines. At DX the 
                                                                                            method is made simpler due to the small amounts ( 
                        *    The bulk density for bulk material must have been 
                             measured by methods that adequately account for void 
                             spaces (vugs, porosity, etc.), moisture and               *    A regression line of KCl against density (measured by 
                             differences between rock and alteration zones within           gas pycnometry) for samples was plotted. The formula 
                             the deposit.                                                   for the regression line is DENSITY = 
                                                                                            (KCl-742.53)/(-337.53) where KCl is % and density is 
                                                                                            tonnes per cubic metre. Using is formula and the KCl 
                        *    Discuss assumptions for bulk density estimates used            % for each block the density was assigned to each 
                             in the evaluation process of the different materials.          block for the HWSS, and TSS models. The average 
                                                                                            density for the seams is 2.03 and 2.11 t/m(3) 
                                                                                            respectively. These densities are similar to the 
                                                                                            sylvinite density determined for deposits elsewhere, 
                                                                                            typically between 2.00 and 2.15 t/m(3) . 
                 -----------------------------------------------------------------  ----------------------------------------------------------------- 
 3.12 
 CLASSIFICATION         *    The basis for the classification of the Mineral           *    A portion of the deposit has sufficient drill-hole 
                             Resources into varying confidence categories.                  control seismic data to assume continuity of grade 
                                                                                            and geology sufficient for it to be classified as 
                                                                                            Indicated Mineral Resources. 
                        *    Whether appropriate account has been taken of all 
                             relevant factors (i.e. relative confidence in 
                             tonnage/grade estimations, reliability of input data,     *    A portion of the DX deposit is classified as Inferred, 
                             confidence in continuity of geology and metal values,          being supported by relatively widely spaced 
                             quality, quantity and distribution of the data).               drill-hole and seismic data. Within this area grade 
                                                                                            and geological continuity is implied but will require 
                                                                                            additional data-points to verify. 
                        *    Whether the result appropriately reflects the 
                             Competent Person's view of the deposit. 
                                                                                       *    For the extent of the Mineral Resources within the 
                                                                                            Inferred and Indicated categories, and Area of 
                                                                                            Influence (AOI) around drill-holes was determined, 
                                                                                            based on an understanding of the controls on the 
                                                                                            sylvinite, and confidence in the model in relation to 
                                                                                            data points, and with comparison of AOI's used for 
                                                                                            potash deposits elsewhere. It is important to note 
                                                                                            that within the AOI only a portion is sylvinite 
                                                                                            unlike at other sylvinite deposits where the AOI is 
                                                                                            the extent of the sylvinite. 
 
 
                                                                                       *    Indicated Mineral Resources are limited to sylvinite 
                                                                                            within an area guided by an AOI with a radius of 1.0 
                                                                                            km around the drill-holes DX_01, K62, ED_03, ED_01. 
 
 
                                                                                       *    Inferred Mineral Resource are limited to sylvinite 
                                                                                            within an area guided by an AOI with a radius of 2.5 
                                                                                            km around inner holes, and a 1.5 km radius beyond 
                                                                                            'outer' holes (DX_03 and DX_02) and exclude the 
                                                                                            Indicated Mineral Resource area. 
 
 
                                                                                       *    As explained in section 3.5, the block-model and thus 
                                                                                            the MREs were 'cut' on the east and southeast side of 
                                                                                            the deposit by the interpreted 'maximum extent of 
                                                                                            sylvinite' and the structural exclusion zones. 
 
 
                                                                                       *    The Mineral Resource Estimate for the different 
                                                                                            categories for each seam within the DX Deposit are 
                                                                                            shown in table form in the announcement, after the 
                                                                                            application of the 15% geological loss. 
 
 
                                                                                       *    The CP considers the classification of the Mineral 
                                                                                            Resources to be appropriate. 
                 -----------------------------------------------------------------  ----------------------------------------------------------------- 
 3.13 AUDITS OR 
  REVIEWS                *    The results of any audits or reviews of Mineral          *    The CP has reviewed all exploration data that have 
                              Resource estimates.                                           been used in the MRE reviewed the model and 
                                                                                            estimation methodology and checked assay data and 
                                                                                            composites used for the MRE. 
 
 
                                                                                       *    In using CSA Global to assist with the work, there 
                                                                                            has been additional review of the drill-hole data, 
                                                                                            the resource model, and estimation procedure. 
                 -----------------------------------------------------------------  ----------------------------------------------------------------- 
 3.14 
 DISCUSSION             *    Where appropriate a statement of the relative             *    The accuracy of the estimate reflects the confidence 
 OF RELATIVE                 accuracy and confidence level in the Mineral Resource          assigned as per the resource classification. 
 ACCURACY/                   estimate using an approach or procedure deemed 
 CONFIDENCE                  appropriate by the Competent Person. For example, the 
                             application of statistical or geostatistical              *    It is likely that additional data points in the form 
                             procedures to quantify the relative accuracy of the            of drill-hole and seismic data would lead to an 
                             resource within stated confidence limits, or, if such          adjustment of the seam model for the Inferred MRE, 
                             an approach is not deemed appropriate, a qualitative           with a similar chance of a global increase or 
                             discussion of the factors that could affect the                decrease in tonnage. 
                             relative accuracy and confidence of the estimate. 
 
                                                                                       *    Additional data is less likely to lead to a global 
                        *    The statement should specify whether it relates to             change to the Indicated MRE. Local changes to the 
                             global or local estimates, and, if local, state the            Indicated MRE are possible. 
                             relevant tonnages, which should be relevant to 
                             technical and economic evaluation. Documentation 
                             should include assumptions made and the procedures        *    The main impact would be changes to the modelled 
                             used.                                                          position of the seams relative to the LEACH and 
                                                                                            SYLVINITE zones, as described in section 3.3. 
 
                        *    These statements of relative accuracy and confidence 
                             of the estimate should be compared with production        *    As stated in section 3.3 it is also possible that 
                             data, where available.                                         structures impact on the continuity of the sylvinite. 
 
 
                                                                                       *    The above factors were a consideration in the 
                                                                                            classification and in the allocation of the 15% 
                                                                                            geological loss factor. 
 
 
                                                                                       *    The check-estimate described in section 3.5 provides 
                                                                                            support for the MRE. 
 
 
                                                                                       *    It is unlikely that further data will impact 
                                                                                            significantly on the grade of the seams as the grade 
                                                                                            variation is relatively low. If the proportion of TSS 
                                                                                            to HWSS changed significantly (within the Inferred 
                                                                                            MRE), the average 'total' grade of the deposit would 
                                                                                            change accordingly, the HWSS being significantly 
                                                                                            higher grade than the TSS. 
                 -----------------------------------------------------------------  ----------------------------------------------------------------- 
 

Section 4 Estimation and Reporting of Ore Reserves

(Criteria listed in section 1, and where relevant in sections 2 and 3, also apply to this section)

 
 Criteria                  JORC Code explanation      Commentary 
 Mineral Resource          Description of the         The Mineral Resource described 
  estimate for             Mineral Resource            in Section 2 of the PFS identifies 
  conversion to            estimate                    79 million tonnes of Indicated 
  Ore Reserves             used as a basis for the     Resource, including the HWSS and 
                           conversion to an Ore        TSS for beds 6 through 8. The 
                           Reserve.                    Resource is identified in an area 
                           Clear statement as to       defined by interpretation of the 
                           whether the Mineral         2D seismic data and supported 
                           Resources                   by eight cored and assayed drill 
                           are reported additional     holes with three core holes within 
                           to, or inclusive of,        the mine plan area. There is no 
                           the Ore Reserves.           Measured Mineral Resource. The 
                                                       mine plan is exclusively within 
                                                       the identified Indicated Resource 
                                                       for the Hanging Wall Seam (HWS) 
                                                       and Top Seam (TS) for beds 6 through 
                                                       8. The large difference in the 
                                                       Indicated Resource and the Probable 
                                                       Reserves is because the mine plan 
                                                       did not include all the Indicated 
                                                       Resource areas. The reported Mineral 
                                                       Resource is inclusive of the Ore 
                                                       Reserves and this is specified 
                                                       in each tabulation of Mineral 
                                                       Resources. 
                          -------------------------  ----------------------------------------------------------------- 
 Site visits               Comment on any site        The CP for the Ore Reserves, Dr 
                           visits undertaken by the    Michael Hardy of Agapito Associates 
                           Competent Person and the    Inc. (AAI), has not visited the 
                           outcome of those visits.    site. A site visit was not considered 
                           If no site visits have      necessary as other geotechnical 
                           been undertaken indicate    representatives of AAI have been 
                           why this is the case.       to the site and AAI's role was 
                                                       limited to developing the mine 
                                                       plan based on the resource definition 
                                                       provided by other Kore Potash 
                                                       personnel and respected professionals. 
                          -------------------------  ----------------------------------------------------------------- 
 Study status              The type and level of      The Ore Reserve estimate is based 
                           study undertaken to         on a Pre-Feasibility Study (PFS) 
                           enable                      that includes a mine plan which 
                           Mineral Resources to be     is technically achievable and 
                           converted to Ore            economically viable. Modifying 
                           Reserves.                   factors include loss of resource 
                           The Code requires that a    because of dip of the beds, pregnant 
                           study to at least           brine remaining in the caverns, 
                           Pre-Feasibility Study       unforeseen geologic factors and 
                           level has been              plant losses. 
                           undertaken 
                           to convert Mineral 
                           Resources to Ore 
                           Reserves. 
                           Such studies will have 
                           been carried out and 
                           will have determined a 
                           mine plan that is 
                           technically 
                           achievable and 
                           economically viable, and 
                           that 
                           material modifying 
                           factors have been 
                           considered. 
                          -------------------------  ----------------------------------------------------------------- 
 Cut-off parameters        The basis of the cut-off   The Ore Reserve includes mining 
                           grade(s) or quality         of both HWSS and TSS beds 6 to 
                           parameters applied.         8. The KCl grade for the HWSS 
                                                       is exceptional compared to other 
                                                       mined potash beds. The TSS has 
                                                       high-grade sylvinite seams which 
                                                       are separated by halite interbeds. 
                                                       A potash grade of 30% KCl is considered 
                                                       necessary for selective solution 
                                                       mining of potash. Within the Reserve, 
                                                       all KCL grades in blocks to be 
                                                       selectively solution mined are 
                                                       higher than 30% 
                          -------------------------  ----------------------------------------------------------------- 
 Mining factors            The method and                  For the PFS solution mining plan, 
  or assumptions           assumptions used as             single-well caverns were adopted. 
                           reported                        The decision to use single-well 
                           in the Pre-Feasibility          caverns was based on the need 
                           or Feasibility Study            to locate caverns as close to 
                           to convert the Mineral          each other as possible to maximize 
                           Resource to an Ore              resource recovery and the Reserves 
                           Reserve                         for the Dougou Extension (DX). 
                           (i.e. either by                 The 2D seismic and new drill holes 
                           application of                  completed as part of the PFS resulted 
                           appropriate                     in better definition of the extent, 
                           factors by optimization         thickness and dip of the floor 
                           or by preliminary or            of the resource. Solution mining 
                           detailed design).               of large dual-well caverns, as 
                           The choice, nature and          proposed in the Scoping Study, 
                           appropriateness of the          resulted in reduced resource recovery 
                           selected mining                 in comparison to the smaller single 
                           method(s) and other             well caverns. This configuration 
                           mining                          resulted in additional wells, 
                           parameters including            but higher resource recovery and 
                           associated design issues        mine life. 
                           such as pre-strip, 
                           access, etc.                    The plant is designed to produce 
                           The assumptions made            400,000 tpa of Muriate of Potash 
                           regarding geotechnical          (MoP) with a purity of 98.5% KCl. 
                           parameters (e.g. pit            Recovery of resource is planned 
                           slopes, stope sizes,            in the HWSS and TSS where they 
                           etc.),                          exist. To meet this production 
                           grade control and               goal, 25 caverns at a minimum 
                           pre-production drilling.        and 3 additional to allow flexibility 
                           The major assumptions           in operations will be developed. 
                           made, and Mineral               and put into operation at start-up 
                           Resource                        and replaced over the 19-year 
                           model used for pit and          mine life. 
                           stope optimisation (if 
                           appropriate).                   The adopted method of solution 
                           The mining dilution             mining will inject a hot brine 
                           factors used.                   with near saturation of NaCl and 
                           The mining recovery             KCl content of approximately 90 
                           factors used.                   to 100 g/l. The brine will selectively 
                           Any minimum mining              dissolve the KCl to produce a 
                           widths used.                    brine feed to the plant of up 
                           The manner in which             to 165 g/l KCl. Laboratory-scale 
                           Inferred Mineral                dissolution testing was conducted 
                           Resources                       to predict dissolution characteristics, 
                           are utilised in mining          and modelling of brine concentrations 
                           studies and the                 has verified the expected KCl 
                           sensitivity                     concentration of 165 g/l in the 
                           of the outcome to their         HWSS. Brine concentration is expected 
                           inclusion.                      to be lower in the TSS. 
                           The infrastructure 
                           requirements of the             The steps in solution mining is 
                           selected                        to first develop a sump in the 
                           mining methods.                 salt below the lowest potash bed 
                                                           available, then to expand the 
                                                           top of the sump with both steps 
                                                           utilizing an oil or nitrogen cap 
                                                           to inhibit vertical cavern growth. 
                                                           When the roof is developed, the 
                                                           oil/gas cap will be removed and 
                                                           solution mining of the lowest 
                                                           beds (HWSS or the TSS) can be 
                                                           achieved. If the HWSS and TSS 
                                                           are present, sump development 
                                                           in the TSS will follow completion 
                                                           of mining in the HWSS. 
 
                                                           Other mining techniques were evaluated 
                                                           during the Scoping Study and these 
                                                           included dual-well caverns as 
                                                           practiced in Saskatchewan and 
                                                           horizontal wells as practiced 
                                                           by Intrepid, Natural Soda, and 
                                                           in Turkey (Eti Soda and Kazan). 
                                                           The dip of the beds and the variability 
                                                           of the dip favoured the single-well 
                                                           plan. 
                                                           Cavern stability and size of the 
                                                           caverns was based on modelling 
                                                           of the larger dual-well caverns 
                                                           and geomechanical parameters from 
                                                           the Definitive Feasibility Study 
                                                           (DFS) of the nearby Kola Project 
                                                           that is owned by KORE Potash. 
 
                                                           The selected areal extraction 
                                                           ratio is 63%, with the caverns 
                                                           approximately circular with a 
                                                           radius of 60 meters and pillars 
                                                           between caverns of 24 meters. 
                                                           The volumetric extraction ratio 
                                                           is 46%. This configuration is 
                                                           likely to be stable during operations 
                                                           when the pressure in the caverns 
                                                           will support the roof. Pillar 
                                                           degradation is possible, and subsidence 
                                                           or interconnection of caverns 
                                                           is not expected to impede the 
                                                           mine plan. 
 
                                                           The modifying factors in converting 
                                                           the Mineral Resource to Ore Reserves 
                                                           are as follows; 
                                                            *    TSS Seams 5 and 9: The interlaying salt layer between 
                                                                 Seams 5 and 6 and Seams 8 and 9 were considered too 
                                                                 large to allow economical extraction and were 
                                                                 excluded from Ore Reserve classification. 
 
 
                                                            *    Mine Plan Boundary: The mine plan boundary is defined 
                                                                 in Figure 8, and all Mineral Resource outside this 
                                                                 boundary have been excluded from the mine plan. 
 
 
                                                            *    Pillars: The pillar losses between caverns were 
                                                                 calculated and used as a modifying factor. 
 
 
                                                            *    Dip: The layout of the caverns results in a loss of 
                                                                 tonnage due to the dip of the floors of the caverns. 
                                                                 The modifying factor was based on the calculated loss 
                                                                 per cavern. 
 
 
                                                            *    Brine Entrapment: Approximately 18% of KCl remains in 
                                                                 the cavern at the end of cavern life for an average 
                                                                 cavern recovery ratio of 82% (assuming the brine 
                                                                 concentration within a cavern was fully saturated). 
 
 
                                                            *    Geological anomalies: An allowance of 15% for the 
                                                                 HWSS and TSS for unknown geological anomalies was 
                                                                 applied. 
 
 
                                                            *    TSS Mining Loss: An allowance of 15% for mining 
                                                                 uncertainty in the TSS bed was applied. 
 
 
 
                                                           Mining dilution factors are not 
                                                           applicable to solution mining. 
                                                           Modelling completed for the PFS 
                                                           incorporates the transition from 
                                                           sump development with the production 
                                                           of brine of high NaCl content 
                                                           and no KCl to a high KCl concentration 
                                                           brine once solution mining is 
                                                           advanced to mine the HWSS or the 
                                                           TSS. During this transition from 
                                                           sump mining to potash mining, 
                                                           brine grades less than 90 g/l 
                                                           will be discarded or recirculated. 
                                                           Dilution factors generally associated 
                                                           with conventional mining involve 
                                                           reduction (dilution) of the ore 
                                                           grade delivered to the plant because 
                                                           of mining low-grade material, 
                                                           either above or below the economically 
                                                           viable ore zone. 
 
                                                           The mining recovery factors include 
                                                           the areal extraction ratio of 
                                                           63% (volumetric extraction of 
                                                           46%) and the losses due to the 
                                                           geologic uncertainty and the loss 
                                                           of brine remaining in the cavern. 
                                                           Plant losses are estimated to 
                                                           be 1.5%. The final product will 
                                                           be 98.5% pure KCl with 1.5% NaCl. 
                                                           Inferred Mineral Resources have 
                                                           not been quantified into the mining 
                                                           plan. 
 
                                                           The infrastructure requirements 
                                                           for solution mining include piping 
                                                           for delivery of the solute and 
                                                           recovery of the pregnant brine, 
                                                           wellfield pumps, electrical, instrumentation 
                                                           and roads. Instrumentation at 
                                                           the well head includes flow, temperature 
                                                           and brine density. Sampling of 
                                                           brine at the well head will be 
                                                           done manually. Production piping 
                                                           will be insulated to minimize 
                                                           temperature losses in the solvent 
                                                           and product brine. Cavern development 
                                                           pipelines will not be insulated. 
                          -------------------------  ----------------------------------------------------------------- 
 Metallurgical             The metallurgical               The selective solution mining 
  factors or assumptions   process proposed and the        process for DX is expected to 
                           appropriateness of that         deliver brine to the process plant 
                           process to the style            containing (by weight) 66.8% water, 
                           of mineralization.              18.6% NaCl, 13.4% KCl, 1.1% MgCl(2) 
                           Whether the                     , and 0.1% CaSO(4) at a temperature 
                           metallurgical process is        of 60degC. All the above elements 
                           well-tested                     will be fully dissolved within 
                           technology or novel in          the brine. Brine of this nature 
                           nature.                         is well understood globally and 
                           The nature, amount and          can be readily processed. 
                           representativeness of 
                           metallurgical test work         Crystallisation is the processing 
                           undertaken, the nature          method selected for the DX Project 
                           of the metallurgical            and is well established in the 
                           domaining applied and           potash industry. KCl crystallisation 
                           the corresponding               involves the gradual cooling of 
                           metallurgical recovery          KCl-rich brine and relies on a 
                           factors                         strong relationship between KCl 
                           applied.                        solubility and brine temperature. 
                           Any assumptions or              As the brine is cooled, the amount 
                           allowances made for             of KCl that can remain in solution 
                           deleterious                     decreases. Therefore, KCl crystallises 
                           elements.                       as brine is cooled, while most 
                           The existence of any            NaCl remains in solution. KCl 
                           bulk sample or pilot            crystallisation is known to yield 
                           scale                           higher KCl recovery than conventional 
                           test work and the degree        recovery methods used for separation 
                           to which such samples           of KCl solids from NaCl solids, 
                           are considered                  such as flotation. 
                           representative of the 
                           orebody                         The estimated KCl losses are due 
                           as a whole.                     to: 
                           For minerals that are            *    Purge stream (0.50%): A purge stream is required to 
                           defined by a                          control the level of MgCl(2) in the process brine. 
                           specification,                        MgCl(2) is preferentially soluble to KCl and will 
                           has the Ore Reserve                   gradually displace KCl if it is not controlled. A 
                           estimation been based on              small portion of brine is bled off and disposed to 
                           the appropriate                       manage the level of MgCl(2) in the brine, and this 
                           mineralogy to meet the                also results in a loss of KCl. The DX design includes 
                           specifications?                       a purge stream. 
 
 
                                                            *    Boilout (0.15%): Crystallisation vessels are descaled 
                                                                 with water using a process called 'boilout', which 
                                                                 results in some loss of KCl from the walls of the 
                                                                 vessels, directed to brine discharge. 
 
 
                                                            *    Dust (0.29%): Dust losses to the atmosphere occur in 
                                                                 the process of drying, and also after KCl is dried. 
 
 
                                                            *    Spills and washdowns (0.20%): The plant will 
                                                                 occasionally have process upsets and cleaning 
                                                                 procedures which may result in a loss of KCl to brine 
                                                                 discharge. 
 
 
                                                            *    Offsite transportation losses (0.35%): Some allowance 
                                                                 is made for transportation losses during transport of 
                                                                 MoP and during ship loading at the marine location. 
 
 
                                                           The total losses are expected 
                                                           to be 1.49%, and therefore, the 
                                                           total process KCl recovery is 
                                                           expected to be 98.5%. 
 
                                                           Some impurities are expected to 
                                                           accompany the final MoP product. 
                                                           The minimum KCl content for K60 
                                                           MoP is 95% KCl, however the DX 
                                                           process is expected to yield a 
                                                           product grade of 98.5% KCl. 
 
                                                           The primary basis for the above 
                                                           assumptions was a detailed mass 
                                                           balance, produced by subject matter 
                                                           experts in the field of potash 
                                                           crystallisation and potash dry 
                                                           processing, with supplementary 
                                                           input from a world-renowned supplier 
                                                           of potash crystallisation equipment. 
 
                                                           Furthermore, dissolution test 
                                                           work was performed on DX core 
                                                           samples from both the HWSS and 
                                                           TSS at Agapito Associates Inc. 
                                                           laboratory in Grand Junction, 
                                                           Colorado, USA. The testing provided 
                                                           a basis for the predicted dissolution 
                                                           characteristics within the caverns, 
                                                           and the resulting brine KCl concentration 
                                                           and flow to the process plant. 
                                                           These parameters were used in 
                                                           the design of the process plant 
                                                           and became the basis for the prediction 
                                                           of LOM production for the DX project. 
                          -------------------------  ----------------------------------------------------------------- 
 Environmental             The status of studies of   The Dougou Extension project area 
                           potential environmental     falls within the Dougou mining 
                           impacts of the mining       Licence which has a 25 year ESIA 
                           and processing              approval in place. The DX scope 
                           operation.                  will require an amendment to the 
                           Details of waste rock       ESIA and this application would 
                           characterisation and        be prepared simultaneously with 
                           the consideration of        the execution of the DFS phase 
                           potential sites, status     of the project. The base line 
                           of design options           studies for the Dougou ESIA and 
                           considered and, where       the base line studies for the 
                           applicable,                 Kola infrastructure corridors 
                           the status of approvals     (power, gas and overland access) 
                           for process residue         will provide required information 
                           storage and waste dumps     for the amendment application. 
                           should be reported.         Additional baseline studies required 
                                                       to complete the application will 
                                                       be centered around new areas that 
                                                       would be affected by the DX project. 
                                                       There are no waste rock dumps 
                                                       or process residue storage facilities 
                                                       required for the scope of the 
                                                       DX project. Waste salt brine is 
                                                       planned to be disposed of back 
                                                       into the ocean. The disposal of 
                                                       waste brine into the ocean was 
                                                       investigated and included in the 
                                                       Kola ESIA which was approved by 
                                                       the regulator when the Kola ESIA 
                                                       was granted a 25-year approval 
                                                       in March 2020. 
                          -------------------------  ----------------------------------------------------------------- 
 Infrastructure            The existence of           The project infrastructure is 
                           appropriate                 comprised of a mine site (well 
                           infrastructure:             field), a processing plant, a 
                           availability of land for    14 km buried water line to the 
                           plant development,          coast, an accommodation camp, 
                           power, water,               an overhead powerline from Mboundi 
                           transportation              and overland truck transport on 
                           (particularly               the national road system of both 
                           for bulk commodities),      product and gas. 
                           labour, accommodation;      Land acquisition rights for the 
                           or the ease with which      DX project area will have to be 
                           the infrastructure can      applied for during the DFS phase 
                           be provided or accessed.    and a project specific area will 
                                                       need to be through a ministerial 
                                                       order. To achieve this a governmental 
                                                       process is followed that culminates 
                                                       in a "Declaration d'Utilite Publique" 
                                                       (DUP) being granted. This process 
                                                       was followed successfully on the 
                                                       Kola project and will only be 
                                                       required for new areas that are 
                                                       impacted by the DX project area. 
                                                       The Process Plant Site is located 
                                                       approximately 65 km north west 
                                                       of Pointe Noire and 18km inland 
                                                       from the coast. The Mine Site 
                                                       is located next to the Project 
                                                       Process Plant. 
                                                       The DX Project will require the 
                                                       regular use of existing highway 
                                                       RN5 for transport during construction 
                                                       and operations. RN5 includes 25 
                                                       km of unpaved sand road between 
                                                       Madingo-Kayes and the process 
                                                       plant. Although the sand portion 
                                                       of the road is currently used 
                                                       for logging transport, some upgrades 
                                                       may be required to support the 
                                                       construction and operating traffic 
                                                       for DX. 
                                                       A High Voltage (HV) Overhead Transmission 
                                                       Line (OHL) will be run from a 
                                                       CEC tie-in point at M'Boundi. 
                                                       The OHL will supply electrical 
                                                       power to the DX mine and process 
                                                       plant 
                                                       Water supply will be seawater 
                                                       and brine will be disposed to 
                                                       the ocean via two 14 km long pipes 
                                                       between the process plant and 
                                                       the coast. A water pumping station 
                                                       will be required near the coastline. 
                                                       Natural Gas Virtual Pipeline (NGVP) 
                                                       will be used for the DX Project, 
                                                       involving the delivery of compressed 
                                                       natural gas on trucks. A compression 
                                                       (mother) station is installed 
                                                       adjacent to the existing natural 
                                                       gas pipeline. Natural gas is compressed 
                                                       at high pressure onto tube trailers. 
                                                       Tube trailers are transported 
                                                       to a decanting (daughter) station 
                                                       at the DX process plant. The tube 
                                                       trailer is connected to apparatus 
                                                       at the decanting station where 
                                                       the pressure is reduced to the 
                                                       correct pressure for use by the 
                                                       end use customer. 
                          -------------------------  ----------------------------------------------------------------- 
 Costs                     The derivation of, or      Capital Cost : 
                           assumptions made,           The Capital Cost Estimate is a 
                           regarding                   full AACEI Class IV Estimate (-15 
                           projected capital costs     to 30%, +20 to 50%)), based on 
                           in the study.               an equipment factored methodology 
                           The methodology used to     where budget prices were obtained 
                           estimate operating          for all equipment with an expected 
                           costs.                      value higher than $50,000 all 
                           Allowances made for the     other equipment was factored as 
                           content of deleterious      a percentage of the total of the 
                           elements.                   budget quotes received. 
                           The derivation of           The estimate includes the total 
                           assumptions made of         direct field costs, direct field 
                           metal                       support costs, indirect costs 
                           or commodity price(s),      and contingency of approximately 
                           for the principal           22% of the direct + indirect costs. 
                           minerals                    All costs are reported in 4th 
                           and co- products.           quarter 2019 US dollars with an 
                           The source of exchange      allowance of one year's escalation 
                           rates used in the study.    at 1.5% per annum. No management 
                           Derivation of               reserve is included. 
                           transportation charges.     Design and estimating of direct 
                           The basis for               costs for solution mining and 
                           forecasting or source of    drilling area was performed by 
                           treatment                   Innovare Technologies (Innovare). 
                           and refining charges,       Engcomp provided the design and 
                           penalties for failure       estimate for the electrical infrastructure 
                           to meet specification,      for these areas. Design and estimating 
                           etc.                        of direct costs for the process 
                           The allowances made for     plant was completed by Engcomp 
                           royalties payable,          with support from Innovare. Equipment 
                           both Government and         vendors were issued procurement 
                           private.                    packages and budgetary quote pricing 
                                                       used for the project was obtained. 
                                                       Design and estimating of direct 
                                                       costs for off-site infrastructure 
                                                       was performed by Kore Potash and 
                                                       their third-party service providers. 
                                                       Contingency was estimated by Engcomp. 
                                                       Indirect costs were estimated 
                                                       by Engcomp and Kore Potash. 
                                                       Engcomp consolidated the overall 
                                                       estimate. 
                                                       Operating Cost : 
                                                       Operating costs were estimated 
                                                       from first principles using quoted 
                                                       rates, estimated consumption, 
                                                       forecast labour complements and 
                                                       remuneration estimates. 
                                                       Operating Cost covering the Life 
                                                       of Mine (18 years) has been estimated 
                                                       in US$. They include costs for 
                                                       Electric power, Fuel, Gas, Labour, 
                                                       Maintenance parts, Operating Consumables, 
                                                       General and Administration costs 
                                                       and Contract for Employee Facilities. 
                                                       Ocean freight transportation estimate 
                                                       was based on shipping costs for 
                                                       10-12 kt ships specifically for 
                                                       the African market 
                                                       Mine Closure cost estimated in 
                                                       accordance with a Conceptual Rehabilitation 
                                                       and Closure Plan developed during 
                                                       the PFS 
                                                       State mineral royalties of 3% 
                                                       of Gross Revenue applies 
                                                       Other criteria 
                                                       The marketed K60 MoP will comprise 
                                                       at least 95% KCl, with a maximum 
                                                       of 0.2% Mg and 0.3% Insolubles. 
                          -------------------------  ----------------------------------------------------------------- 
 Revenue factors           The derivation of, or      Head grade, recovery and product 
                           assumptions made            grade forecasts were based on 
                           regarding                   the PFS results. 
                           revenue factors             Commodity prices were informed 
                           including head grade,       by Argus Media who provided an 
                           metal                       African specific forecast of selling 
                           or commodity price(s)       prices until 2033 in real 2019 
                           exchange rates,             terms. 
                           transportation 
                           and treatment charges, 
                           penalties, net smelter 
                           returns, etc. 
                           The derivation of 
                           assumptions made of 
                           metal 
                           or commodity price(s), 
                           for the principal 
                           metals, 
                           minerals and 
                           co-products. 
                          -------------------------  ----------------------------------------------------------------- 
 Market assessment         The demand, supply and     Based on Argus Media estimates, 
                           stock situation for         global potash demand is forecast 
                           the particular              to grow from 71 Mt in 2022 to 
                           commodity, consumption      87 Mt by 2033 and global nameplate 
                           trends                      potash capacity to increase from 
                           and factors likely to       107 Mt by the end of 2022, reaching 
                           affect supply and demand    135 Mt by 2033. 
                           into the future.            The Argus Media forecast for African 
                           A customer and              consumption is an increase from 
                           competitor analysis         1.4Mt in 2022 to 1.9Mt in 2033. 
                           along with                  The Company's current market strategy 
                           the identification of       therefore is focused on servicing 
                           likely market windows       the African market with any excess 
                           for the product.            being sold into Brazil. 
                           Price and volume            MoP prices were based on forecasts 
                           forecasts and the basis     from Argus Media. 
                           for                         For DX PFS, a price profile has 
                           these forecasts.            been developed using the information 
                           For industrial minerals     provided by Argus, specifically 
                           the customer                for the African potash market. 
                           specification,              The following assumptions were 
                           testing and acceptance      used to develop the pricing profile 
                           requirements prior to       for DX PFS: 
                           a supply contract.          1. Weighted average Argus forecast 
                                                       MoPG CFR price for South Africa, 
                                                       Nigeria and Morocco from 2020 
                                                       to 2033; 
                                                       2. Weightings based on total imported 
                                                       MoP volumes for each of these 
                                                       markets; 
                                                       3. After 2033, prices are assumed 
                                                       to stay flat at 2033 levels until 
                                                       the end of mine life; 
 
                                                       Customer specifications are based 
                                                       on K60 product, which means the 
                                                       MoP product has a minimum K2O 
                                                       content of 60%, corresponding 
                                                       to a KCl content of 95%. Product 
                                                       will be sampled regularly on site 
                                                       and tested in a site-based laboratory 
                                                       to ensure product grade is consistently 
                                                       met. Product that does not satisfy 
                                                       grade will be removed from the 
                                                       product stream and reprocessed 
                          -------------------------  ----------------------------------------------------------------- 
 Economic                  The inputs to the          Key valuation assumptions and 
                           economic analysis to        (sources) 
                           produce                     Production - LoM of 18 years at 
                           the net present value       nominal 400,000 tpa MoP production. 
                           (NPV) in the study, the     Single MoP product types - White 
                           source and confidence of    Granular MoP 
                           these economic inputs       Average LoM CFR price of US$422/t 
                           including estimated         MoP (Argus) 
                           inflation, discount         Ex-mine LoM average operating 
                           rate,                       cost of US$65.26/t MoP, Real (PFS 
                           etc.                        estimate) 
                           NPV ranges and              FOB LoM average operating cost 
                           sensitivity to              of US$86.61/t MoP, Real (PFS estimate) 
                           variations in               LoM Shipping of US$28/t MoP Real 
                           the significant             (PFS estimate) 
                           assumptions and inputs.     Project capital period 21 months, 
                                                       deferred capital period 6 months, 
                                                       sustaining capital 216 months 
                                                       (PFS outcome) 
                                                       Total Nominal: Project Capital 
                                                       US$ 286 million (PFS estimate) 
                                                       Deferred Capital US$270,000 (PFS 
                                                       estimate) 
                                                       Sustaining Capital US$33.54/MoP 
                                                       t, Real (PFS estimate) 
                                                       Fiscal parameters: Company tax 
                                                       rate (15%), tax holidays (5 years 
                                                       at 0% + 5 years at 7.5%) (Mining 
                                                       Convention) 
                                                       Royalties 3% (Mining Convention) 
                                                       Government free carry (10%) (Mining 
                                                       Convention) 
                                                       Other minor duties and taxes (Mining 
                                                       Convention) 
                                                       The PFS Real NPV at real discount 
                                                       rate of 10% is US$319 million 
                                                       (as at the date just prior to 
                                                       commencement of construction of 
                                                       31 August 2021 in Q4 2019 money 
                                                       terms), and Real IRR is 22.9% 
 
                                                       Payback period: approximately 
                                                       6.0 years from first capital and 
                                                       4.3 years from first production 
                                                       Pre-tax margin: 70%. 
                                                       Highest sensitivities to Price 
                                                       and Capital. Each percentage movement 
                                                       in Price has an approximate US$9 
                                                       M movement in NPV(10) , and each 
                                                       percentage movement in Project 
                                                       Capital has an approximate US$3 
                                                       M impact on NPV(10) . 
                          -------------------------  ----------------------------------------------------------------- 
 Social                    The status of agreements   Approval of an ESIA is a prerequisite 
                           with key stakeholders       for beginning construction of 
                           and matters leading to      a mining project in the Republic 
                           social license to           of Congo. The Dougou ESIA, initially 
                           operate.                    approved on 9 May 2017, will require 
                                                       to be amended to reflect the design 
                                                       changes made to the DX Project 
                                                       as part of the Pre-Feasibility 
                                                       Study ("PFS"). This process is 
                                                       planned to take place concurrently 
                                                       with the execution of the DFS. 
                                                       The Company shall carry out their 
                                                       construction operations in compliance 
                                                       with the environmental and social 
                                                       management plan as part of the 
                                                       approved ESIA and will be subject 
                                                       to Regulator's environmental management 
                                                       compliance audits. Upon construction 
                                                       completion, the DX project will 
                                                       be subject to the Minister of 
                                                       Tourism and Environment's final 
                                                       approval of the construction activities 
                                                       environmental and social management 
                                                       compliance allowing the Company 
                                                       to effectively commission and 
                                                       start the mining and processing 
                                                       operations for the export of 400,000 
                                                       tpa from the DX Mining Licence. 
                                                       The DX Mining Licence is held 
                                                       within subsidiary which will be 
                                                       owned 10% by the ROC government. 
                                                       Socio-economic, cultural heritage, 
                                                       archeological and livelihood baseline 
                                                       reports have been prepared and 
                                                       approved as part of the ESIA baseline 
                                                       process. 
                                                       Kore Potash has implemented a 
                                                       Stakeholder Engagement Process 
                                                       and is actively engaging with 
                                                       a wide range of project stakeholders, 
                                                       including conservation NGO's, 
                                                       adjacent National Parks, the regulator 
                                                       and communities. 
                                                       Three separate land take corridors 
                                                       have been identified, the Service 
                                                       Corridor Process Plant and wellfield, 
                                                       the HV line and the Gas Pipeline: 
                                                       For each corridor a declaration 
                                                       d'utilite publique (DUP) will 
                                                       be required to be declared by 
                                                       the Ministry of Land Affairs 
 
                                                       Physical displacement is minimal 
                                                       with most actions requiring livelihood 
                                                       restoration 
                                                       There are believed to be no social 
                                                       related issues that do not have 
                                                       a reasonable likelihood of being 
                                                       resolved. 
                          -------------------------  ----------------------------------------------------------------- 
 Other                     To the extent relevant,    DX is currently compliant with 
                           the impact of the           all legal and regulatory requirements 
                           following                   subject to final submission for 
                           on the project and / or     approval of the DX Environmental 
                           on the estimation and       and Social Impact Assessment Amendments 
                           classification of the       (which was required following 
                           Ore Reserves:               the project design changes implemented 
                           Any identified material     during the PFS) which will be 
                           naturally occurring         done concurrently with the envisaged 
                           risks.                      DFS for DX project. 
                           The status of material      A mining convention entered into 
                           legal agreements and        between the RoC government and 
                           marketing arrangements.     the Companies on 8 June 2017 and 
                           The status of               gazetted into law on 29 November 
                           governmental agreements     2018 concludes the framework envisaged 
                           and approvals               in the 25-year renewable Dougou 
                           critical to the             Mining Licence granted in 9 May 
                           viability of the            2017 covers the DX Project which 
                           project, such               is part of the Dougou Mining Licence. 
                           as mineral tenement         The Mining Convention provides 
                           status, and government      certainty and enforceability of 
                           and statutory approvals.    the key fiscal arrangements for 
                           There must be reasonable    the development and operation 
                           grounds to expect that      of DX Mining Licences, which amongst 
                           all necessary Government    other items include import duty 
                           approvals will be           and VAT exemptions and agreed 
                           received within the         tax rates during mine operations. 
                           timeframes                  The Mining Convention provides 
                           anticipated in the          strengthened legal protection 
                           Pre-Feasibility or          of the Company's investments in 
                           Feasibility                 the Republic of Congo through 
                           study. Highlight and        the settlement of disputes by 
                           discuss the materiality     international arbitration. 
                           of any unresolved matter    To the best of the Competent Person's 
                           that is dependent           knowledge, there is no reason 
                           on a third party on         to assume any government permits 
                           which extraction of the     and licences or statutory approvals 
                           reserve is contingent.      will not be granted. There are 
                                                       no unresolved matters upon which 
                                                       extraction is contingent. 
                          -------------------------  ----------------------------------------------------------------- 
 Classification            The basis for the          The Indicated Mineral Resources 
                           classification of the       were used for the estimation of 
                           Ore                         Probable Ore Reserves. 
                           Reserves into varying       The conversion of Indicated Mineral 
                           confidence categories.      Resource to Probable Ore Reserve 
                           Whether the result          reflects the Competent Person's 
                           appropriately reflects      view of the deposit. 
                           the 
                           Competent Person's view 
                           of the deposit. 
                           The proportion of 
                           Probable Ore Reserves 
                           that 
                           have been derived from 
                           Measured Mineral 
                           Resources 
                           (if any). 
                          -------------------------  ----------------------------------------------------------------- 
 Audits or reviews         The results of any         The Ore Reserve has been peer 
                           audits or reviews of Ore    reviewed and is in line with the 
                           Reserve estimates.          current industry standards. 
                          -------------------------  ----------------------------------------------------------------- 
 Discussion of             Where appropriate a        In the Competent Person's view, 
  relative accuracy/       statement of the            the DX PFS achieves the required 
  confidence               relative                    level of confidence in the modifying 
                           accuracy and confidence     factors to justify the estimation 
                           level in the Ore Reserve    of an Ore Reserve. All relevant 
                           estimate using an           modifying factors were considered 
                           approach or procedure       in the Ore Reserve Estimation 
                           deemed                      and deemed to be modelled at a 
                           appropriate by the          level of accuracy appropriate 
                           Competent Person. For       to the classification. A global 
                           example,                    change of greater than 10% is 
                           the application of          considered unlikely. 
                           statistical or              The PFS determined a mine plan 
                           geostatistical              and production schedule that is 
                           procedures to quantify      technically achievable and economically 
                           the relative accuracy       viable. 
                           of the reserve within       The capital and operating costs 
                           stated confidence           are based on the outcome of a 
                           limits,                     prefeasibility study. 
                           or, if such an approach     Factors that could affect the 
                           is not deemed               Ore Reserves locally include; 
                           appropriate,                greater dip of the seam in some 
                           a qualitative discussion    areas, unexpected geological anomalies, 
                           of the factors which        areas of unexpected carnallite, 
                           could affect the            unexpected challenges with mining 
                           relative accuracy and       the TSS. The geological model 
                           confidence                  attempted to model these features 
                           of the estimate.            to a high level of detail and 
                           The statement should        are 'passed-on' into the Ore Reserve 
                           specify whether it          and mine plan. 
                           relates                     While local variation from the 
                           to global or local          mine plan in the above are expected, 
                           estimates, and, if          is considered unlikely that these 
                           local,                      would lead to significant negative 
                           state the relevant          change in the Ore Reserves, and 
                           tonnages, which should      that positive changes are equally 
                           be                          likely. 
                           relevant to technical       For the PFS, data from existing 
                           and economic evaluation.    potash mining operations was used 
                           Documentation should        to guide and check the design 
                           include assumptions made    and cost estimates. The input 
                           and the procedures used.    data and design are likely to 
                           Accuracy and confidence     be realistic and achievable in 
                           discussions should          the Competent Persons view. 
                           extend to specific 
                           discussions of any 
                           applied 
                           modifying factors that 
                           may have a material 
                           impact on Ore Reserve 
                           viability, or for which 
                           there are remaining 
                           areas of uncertainty at 
                           the current study stage. 
                           It is recognized that 
                           this may not be possible 
                           or appropriate in all 
                           circumstances. These 
                           statements of relative 
                           accuracy and confidence 
                           of the estimate should 
                           be compared with 
                           production 
                           data, where available. 
                          -------------------------  ----------------------------------------------------------------- 
 

APPIX D

Kore Potash Mineral Resources and Ore Reserves as of 13 May 2020

Kore's Potash Mineral Resource and Ore Reserves - Gross and according to future 90% interest (10% by the RoC government)

 
 KOLA SYLVINITE DEPOSIT 
                         Gross                                Net Attributable (90% interest) 
                        -----------------------------------  ------------------------------------ 
 Mineral Resource        Sylvinite   Average   Contained      Sylvinite    Average   Contained 
  Category                Million     Grade     KCl million    Million      Grade     KCl million 
                          Tonnes      KCl %     tonnes         Tonnes       KCl %     tonnes 
                        ----------  --------  -------------  -----------  --------  ------------- 
 Measured                216         34.9      75.4           194          34.9      67.8 
                        ----------  --------  -------------  -----------  --------  ------------- 
 Indicated               292         35.7      104.3          263          35.7      93.9 
                        ----------  --------  -------------  -----------  --------  ------------- 
 Sub-Total Measured 
  + Indicated            508         35.4      179.7          457          35.4      161.7 
                        ----------  --------  -------------  -----------  --------  ------------- 
 Inferred                340         34.0      115.7          306          34.0      104.1 
                        ----------  --------  -------------  -----------  --------  ------------- 
 TOTAL                   848         34.8      295.4          763          34.8      265.8 
                        ----------  --------  -------------  -----------  --------  ------------- 
 
                         Gross                                Net Attributable (90% interest) 
 Ore Reserve Category    Sylvinite   Average   Contained      Sylvinite    Average   Contained 
                          Million     Grade     KCl million    Million      Grade     KCl million 
                          Tonnes      KCl %     tonnes         Tonnes       KCl %     tonnes 
                        ----------  --------  -------------  -----------  --------  ------------- 
 Proved                  62          32.1      19.8           56           32.1      17.9 
                        ----------  --------  -------------  -----------  --------  ------------- 
 Probable                91          32.8      29.7           82           32.8      26.7 
                        ----------  --------  -------------  -----------  --------  ------------- 
 TOTAL                   152         32.5      49.5           137          32.5      44.6 
                        ----------  --------  -------------  -----------  --------  ------------- 
 Ore Reserves are not in addition to Mineral Resources but are derived 
  from them by the application of modifying factors 
 
 DOUGOU EXTENSION SYLVINITE DEPOSIT (HWSS and TSS) 
                         Gross                                Net Attributable (90% interest) 
                        -----------------------------------  ------------------------------------ 
 Mineral Resource        Sylvinite   Average   Contained      Sylvinite    Average   Contained 
  Category                Million     Grade     KCl million    Million      Grade     KCl million 
                          Tonnes      KCl %     tonnes         Tonnes       KCl %     tonnes 
                        ----------  --------  -------------  -----------  --------  ------------- 
 Measured                 -           -         -              -            -         - 
                        ----------  --------  -------------  -----------  --------  ------------- 
 Indicated               79          39.1      30.8           71           39.1      27.7 
                        ----------  --------  -------------  -----------  --------  ------------- 
 Sub-Total Measured 
  + Indicated            79          39.1      30.8           71           39.1      27.7 
                        ----------  --------  -------------  -----------  --------  ------------- 
 Inferred                66          40.4      26.7           59           40.4      24.0 
                        ----------  --------  -------------  -----------  --------  ------------- 
 TOTAL                   145         39.7      57.5           130          39.7      51.8 
                        ----------  --------  -------------  -----------  --------  ------------- 
 
                         Gross                                Net Attributable (90% interest) 
 Ore Reserve Category    Sylvinite   Average   Contained      Sylvinite    Average   Contained 
                          Million     Grade     KCl million    Million      Grade     KCl million 
                          Tonnes      KCl %     tonnes         Tonnes       KCl %     tonnes 
                        ----------  --------  -------------  -----------  --------  ------------- 
 Proved                   -           -         -              -            -         - 
                        ----------  --------  -------------  -----------  --------  ------------- 
 Probable                17.7        41.7      7.4            16           41.7      6.6 
                        ----------  --------  -------------  -----------  --------  ------------- 
 TOTAL                   17.7        41.7      7.4            16           41.7      6.6 
                        ----------  --------  -------------  -----------  --------  ------------- 
 Ore Reserves are not in addition to Mineral Resources but are derived 
  from them by the application of modifying factors 
 
 
 
 
 DOUGOU CARNALLITE DEPOSIT 
                       Gross                                  Net Attributable (90% interest) 
                      -------------------------------------  ------------------------------------- 
 Mineral Resource      Million       Average   Contained      Million       Average   Contained 
  Category              Tonnes        Grade     KCl million    Tonnes        Grade     KCl million 
                        carnallite    KCl %     tonnes         carnallite    KCl %     tonnes 
                      ------------  --------  -------------  ------------  --------  ------------- 
 Measured              148           20.1      29.7           133           20.1      26.8 
                      ------------  --------  -------------  ------------  --------  ------------- 
 Indicated             920           20.7      190.4          828           20.7      171.4 
                      ------------  --------  -------------  ------------  --------  ------------- 
 Sub-Total Measured 
  + Indicated          1,068         20.6      220.2          961           20.6      198.2 
                      ------------  --------  -------------  ------------  --------  ------------- 
 Inferred              1,988         20.8      413.5          1789          20.8      372.2 
                      ------------  --------  -------------  ------------  --------  ------------- 
 TOTAL                 3,056         20.7      633.7          2750          20.7      570.3 
                      ------------  --------  -------------  ------------  --------  ------------- 
 
 KOLA CARNALLITE DEPOSIT 
                       Gross                                  Net Attributable (90% interest) 
                      -------------------------------------  ------------------------------------- 
 Mineral Resource      Million       Average   Contained      Million       Average   Contained 
  Category              Tonnes        Grade     KCl million    Tonnes        Grade     KCl million 
                        carnallite    KCl %     tonnes         carnallite    KCl %     tonnes 
                      ------------  --------  -------------  ------------  --------  ------------- 
 Measured              341           17.4      59.4           307           17.4      53.5 
                      ------------  --------  -------------  ------------  --------  ------------- 
 Indicated             441           18.7      82.6           397           18.7      74.4 
                      ------------  --------  -------------  ------------  --------  ------------- 
 Sub-Total Measured 
  + Indicated          783           18.1      142.0          705           18.1      127.8 
                      ------------  --------  -------------  ------------  --------  ------------- 
 Inferred              1,266         18.7      236.4          1140          18.7      212.8 
                      ------------  --------  -------------  ------------  --------  ------------- 
 TOTAL                 2,049         18.5      378.5          1844          18.5      340.6 
                      ------------  --------  -------------  ------------  --------  ------------- 
 

Notes: All Mineral Resource and Ore Reserves are reported in accordance with the JORC Code (2012 edition). Numbers are rounded to the appropriate decimal place. Rounding 'errors' may be reflected in the "totals". The Kola Mineral Resource Estimate was reported 6 July 2017 in an announcement titled 'Updated Mineral Resource for the High -Grade Kola Deposit'. It was prepared by Competent Person Mr. Garth Kirkham, P.Geo., of Met-Chem division of DRA Americas Inc., a subsidiary of the DRA Group, and a member of the Association of Professional Engineers and Geoscientists of British Columbia. The Dougou carnallite Mineral Resource estimate was reported on 9 February 2015 in an announcement titled 'Elemental Minerals Announces Large Mineral Resource Expansion and Upgrade for the Dougou Potash Deposit'. It was prepared by Competent Persons Dr. Sebastiaan van der Klauw and Ms. Jana Neubert, senior geologists and employees of ERCOSPLAN Ingenieurgesellschaft Geotechnik und Bergbau mbH and members of good standing of the European Federation of Geologists. The Dougou Extension sylvinite Mineral Resource Estimate is reported herein. Ms. Vanessa Santos, P.Geo. of Agapito Associates Inc., for the Exploration Results and Mineral Resources. Ms. Santos is a licensed professional geologist in South Carolina (Member 2403) and Georgia (Member 1664), USA, and is a registered member (RM) of the Society of Mining, Metallurgy and Exploration, Inc. (SME, Member 04058318). The Company confirms that it is not aware of any new information or data that materially affects the information included in the original market announcements and, in the case of estimates of Mineral Resources or Ore Reserves that all material assumptions and technical parameters underpinning the estimates in the relevant market announcement continue to apply and have not materially changed. The Company confirms that the form and context in which the Competent Person's findings are presented have not been materially modified from the original market announcement.

APPIX E

Glossary of Terms & Abbreviations

 
 Term                         Explanation 
 AACE                         American Association of Cost Engineers 
                             --------------------------------------------------------------------------------------- 
                              a tool which is lowered down the drill-hole to provide a continuous high-resolution 
 acoustic televiewer           oriented ultrasound image of the side-wall 
                             --------------------------------------------------------------------------------------- 
 Albian                       The uppermost subdivision of the Early/Lower Cretaceous epoch/series. Its 
                               approximate time range is 113.0 +/- 1.0 Ma to 100.5 +/- 0.9 Ma (million years 
                               ago) 
                             --------------------------------------------------------------------------------------- 
 analysis                     in this case the determination of the content (by weight%) of K, Mg and other 
                               chemical elements 
                             --------------------------------------------------------------------------------------- 
 anhydrite                    Anhydrous calcium sulphate, CaSO(4) . 
                             --------------------------------------------------------------------------------------- 
 Anhydrite                    A hard-white mineral consisting of anhydrous calcium sulphate (CaSO(4) ) 
                               typical in evaporite deposits 
                             --------------------------------------------------------------------------------------- 
 Anhydrite member             A unit comprised mostly of anhydrite and clay 
                             --------------------------------------------------------------------------------------- 
 Aptian                       a subdivision of the Early or Lower Cretaceous epoch or series and encompasses 
                               the time from 125.0 +/- 1.0 Ma to 113.0 +/- 1.0 Ma 
                             --------------------------------------------------------------------------------------- 
 Aquifer                      An underground layer of water-bearing permeable rock, rock fractures or unconsolidated 
                               materials 
                             --------------------------------------------------------------------------------------- 
 assay                        in this case refers to the analysis of the chemical composition of samples 
                               in the laboratory 
                             --------------------------------------------------------------------------------------- 
 Basal Carnallitite           Carnallitite that may be present in the immediate footwall of the base (bottom) 
                               of any of the targeted sylvinite seams 
                             --------------------------------------------------------------------------------------- 
 bischofite                   Hydrous magnesium chloride minerals with formula, MgCl(2) --6H(2) O and CaMgCl(2) 
                               --12H(2) O 
                             --------------------------------------------------------------------------------------- 
 block model                  a 3D model created in mining software to 'fill' a geological domain with 
                               blocks of given dimensions, into which the attributes of the deposit are 
                               estimated 
                             --------------------------------------------------------------------------------------- 
 brine                        Brine is a high-concentration solution of salt in water 
                             --------------------------------------------------------------------------------------- 
 carnallite                   an evaporite mineral, a hydrated potassium magnesium chloride with formula 
                               KMgCl. (3) -- 6(H(2) O) 
                             --------------------------------------------------------------------------------------- 
 carnallitite                 a rock comprised predominantly of the minerals carnallite and halite 
                             --------------------------------------------------------------------------------------- 
 Cavern                       An underground void created by the dissolution and removal of water-soluble 
                               underground salts 
                             --------------------------------------------------------------------------------------- 
 classification (of           The determination of the level of confidence of the estimations, in this 
  Resources and Reserves)      case using the categories of the JORC Code 
                             --------------------------------------------------------------------------------------- 
 clastic                      Clastic rocks are composed of fragments, or clasts, of pre-existing minerals 
                               and rock. 
                             --------------------------------------------------------------------------------------- 
 clay                         A fine-grained sedimentary rock. 
                             --------------------------------------------------------------------------------------- 
 collars (drill-hole)         the top of the drill-hole 
                             --------------------------------------------------------------------------------------- 
 Competent Person             A 'Competent Person' is a minerals industry professional who is a Member 
                               or Fellow of The Australasian Institute of Mining and Metallurgy, or of the 
                               Australian Institute of Geoscientists, or of a 'Recognised Professional Organisation' 
                               (RPO), as included in a list available on the JORC and ASX websites. 
                             --------------------------------------------------------------------------------------- 
 composited (sample)          method by which drill-hole intersection attributes such as grade are combined 
                               to a different length by averaging and/or cutting 
                             --------------------------------------------------------------------------------------- 
 conformable                  refers to layers of rock between which there is no loss of the geological 
                               record 
                             --------------------------------------------------------------------------------------- 
 core (drill)                 the cylindrical length of rock extracted by the process of diamond drill 
                               coring 
                             --------------------------------------------------------------------------------------- 
 Cost and Freight             Cost and freight are a legal term in international trade. In a contract specifying 
  (CFR)                        that a sale is made CFR, the seller is required to arrange for the carriage 
                               of goods by sea to a port of destination and provide the buyer with the documents 
                               necessary to obtain the goods from the carrier 
                             --------------------------------------------------------------------------------------- 
 Cretaceous                    the last of the three periods of the Mesozoic Era. The Cretaceous began 
                                145.0 million years ago and ended 66 million years ago 
                             --------------------------------------------------------------------------------------- 
 cross-section                an image showing a slice (normally vertical) through the sub-surface 
                             --------------------------------------------------------------------------------------- 
 Cut-off-grade (CoG)          The lowest grade, or quality, of mineralised material that qualifies as economically 
                               mineable and available in a given deposit. May be defined on the basis of 
                               economic evaluation, or on physical or chemical attributes that define an 
                               acceptable product specification. 
                             --------------------------------------------------------------------------------------- 
 cutting (of grade)           a method by which samples above or below a certain grade are assigned a lower 
                               or higher grade to remove the influence of anomalous values 
                             --------------------------------------------------------------------------------------- 
 (Definitive) Feasibility     A (Definitive) Feasibility Study is a comprehensive technical and economic 
  Study                        study of the selected development option for a mineral project that includes 
                               appropriately detailed assessments of applicable Modifying Factors together 
                               with any other relevant operational factors and detailed financial analysis 
                               that are necessary to demonstrate at the time of reporting that extraction 
                               is reasonably justified (economically mineable). The results of the study 
                               may reasonably serve as the basis for a final decision by a proponent or 
                               financial institution to proceed with, or finance, the development of the 
                               project. The confidence level of the study will be higher than that of a 
                               Pre-Feasibility Study. 
                             --------------------------------------------------------------------------------------- 
 diamond coring               the method of extracting cores of rock by using a circular diamond-tipped 
                               bit (though may be tungsten carbide) 
                             --------------------------------------------------------------------------------------- 
 dip                          in this case refers to the angle of inclination of a layer of rock, measured 
                               in degrees or % from horizontal 
                             --------------------------------------------------------------------------------------- 
 dolomite                     anhydrous carbonate mineral composed of calcium magnesium carbonate, ideally 
                               CaMg(CO(3) )(2) . The term is also used for a sedimentary carbonate rock 
                               composed mostly of the mineral dolomite. Mineral form is indicated by italic 
                               font 
                             --------------------------------------------------------------------------------------- 
 domaining (mineral)          process by which a spatial zone is identified by within which material is 
                               modelled/expected to be of a type or types that can be treated in the same 
                               way, in this case in terms of resource estimation 
                             --------------------------------------------------------------------------------------- 
 drill-hole                   a hole drilled to obtain samples of the mineralization and host rocks, also 
                               known as boreholes or just holes 
                             --------------------------------------------------------------------------------------- 
 Engineering, Procurement,    Forms of engineering contract where EPC is generally in the form of a fixed 
  Construction (EPC)           price with risk of delivery sitting with the contractor while EPCM the contractor 
  and Engineering,             acts for and behalf of the owner on a re-imbursible basis and the risk of 
  Procurement, Construction    project cost and time overruns sits more with the owner. 
  and Management (EPCM) 
                             --------------------------------------------------------------------------------------- 
 evaporite                    Sediments chemically precipitated due to the evaporation of an aqueous solution 
                               or brine 
                             --------------------------------------------------------------------------------------- 
 extraction ratio             refers to the amount if mineralized material mined as a ratio of the amount 
                               that is left in place 
                             --------------------------------------------------------------------------------------- 
 fault                        A planar fracture or discontinuity in a volume of rock, across which there 
                               has been significant displacement as a result of rock mass movement. 
                             --------------------------------------------------------------------------------------- 
 Footwall                     The floor of the seam or mine opening (room) 
                             --------------------------------------------------------------------------------------- 
 gamma-ray                    A gamma ray or gamma radiation is penetrating electromagnetic radiation arising 
                               from the radioactive decay of atomic nuclei. 
                             --------------------------------------------------------------------------------------- 
 Geological Anomalies         Features that affect the integrity of the evaporite and overlying rocks found 
                               in many potash deposits and depending on the severity of the type and severity 
                               of the anomaly, may represent a zone of hydrogeological risk due to connection 
                               between the evaporite (hosting the potash) and water bearing cover rocks 
                               above. 
                             --------------------------------------------------------------------------------------- 
 geotechnical                 Refers to the physical behaviour of rocks, particularly relevant for the 
                               Mine design requiring geotechnical engineering 
                             --------------------------------------------------------------------------------------- 
 graben                       A graben is a basin bound by normal faults either side, formed by the subsidence 
                               of the basin due to extension 
                             --------------------------------------------------------------------------------------- 
 grade                        in this case the amount of potassium, expressed as potassium chloride (KCl) 
                             --------------------------------------------------------------------------------------- 
 gridding                     a term used to refer to estimation of data into a grid of cells from data 
                               values spaced more widely than the cells 
                             --------------------------------------------------------------------------------------- 
 gypsum                       soft sulfate mineral composed of calcium sulfate dehydrate, with the chemical 
                               formula CaSO. (4) --2H(2) O. 
                             --------------------------------------------------------------------------------------- 
 halite                       The mineral form of sodium chloride (NaCl), salt. 
                             --------------------------------------------------------------------------------------- 
 horst                        a horst is a raised fault block bounded by normal faults. A horst is a raised 
                               block of the Earth's crust that has lifted, or has remained stationary, while 
                               the land on either side (grabens) have subsided 
                             --------------------------------------------------------------------------------------- 
 Hydrogeology                 The branch of geology concerned with the distribution and movement of groundwater 
                               in the subsurface 
                             --------------------------------------------------------------------------------------- 
 Indicated Mineral            An 'Indicated Mineral Resource' is that part of a Mineral Resource for which 
  Resource                     quantity, grade (or quality), densities, shape and physical characteristics 
                               are estimated with sufficient confidence to allow the application of Modifying 
                               Factors in sufficient detail to support mine planning and evaluation of the 
                               economic viability of the deposit. Geological evidence is derived from adequately 
                               detailed and reliable exploration, sampling and testing gathered through 
                               appropriate techniques from locations such as outcrops, trenches, pits, workings 
                               and drill holes, and is sufficient to assume geological and grade (or quality) 
                               continuity between points of observation where data and samples are gathered. 
                               An Indicated Mineral Resource has a lower level of confidence than that applying 
                               to a Measured Mineral Resource and may only be converted to a Probable Ore 
                               Reserve. 
                             --------------------------------------------------------------------------------------- 
 Inferred Mineral             An 'Inferred Mineral Resource' is that part of a Mineral Resource for which 
  Resource                     quantity and grade (or quality) are estimated on the basis of limited geological 
                               evidence and sampling. Geological evidence is sufficient to imply but not 
                               verify geological and grade (or quality) continuity. It is based on exploration, 
                               sampling and testing information gathered through appropriate techniques 
                               from locations such as outcrops, trenches, pits, workings and drill holes. 
                               An Inferred Mineral Resource has a lower level of confidence than that applying 
                               to an Indicated Mineral Resource and must not be converted to an Ore Reserve. 
                               It is reasonably expected that the majority of Inferred Mineral Resources 
                               could be upgraded to Indicated Mineral Resources with continued exploration. 
                             --------------------------------------------------------------------------------------- 
 insoluble material           in this report, refers to material that cannot be dissolved by water such 
                               as organic material, clay, quartz, anhydrite 
                             --------------------------------------------------------------------------------------- 
 JORC Code                    (Australasian) Joint Ore Reserves Committee requirements for the reporting 
                               of Exploration Results, Mineral Resources and Ore Reserves (2012 edition) 
                             --------------------------------------------------------------------------------------- 
 Life-of-Mine (LoM)           The duration in years and months from commencement of mining to the end of 
                               mining 
                             --------------------------------------------------------------------------------------- 
 lithological                 refers to the observed characteristics if a rock type (or lithology) 
                             --------------------------------------------------------------------------------------- 
 Measured Mineral             A 'Measured Mineral Resource' is that part of a Mineral Resource for which 
  Resource                     quantity, grade (or quality), densities, shape, and physical characteristics 
                               are estimated with confidence sufficient to allow the application of Modifying 
                               Factors to support detailed mine planning and final evaluation of the economic 
                               viability of the deposit. Geological evidence is derived from detailed and 
                               reliable exploration, sampling and testing gathered through appropriate techniques 
                               from locations such as outcrops, trenches, pits, workings and drill holes, 
                               and is sufficient to confirm geological and grade (or quality) continuity 
                               between points of observation where data and samples are gathered. A Measured 
                               Mineral Resource has a higher level of confidence than that applying to either 
                               an Indicated Mineral Resource or an Inferred Mineral Resource. It may be 
                               converted to a Proved Ore Reserve or under certain circumstances to a Probable 
                               Ore Reserve. 
                             --------------------------------------------------------------------------------------- 
 Metallurgical recoveries     The % of the contained KCl that can be extracted from the ore by the processing 
                             --------------------------------------------------------------------------------------- 
 Mine Gate Cost               Cost of getting product to mine gate, generally ex-works plus any additional 
                               storage and transport costs to mine gate 
                             --------------------------------------------------------------------------------------- 
 Mineral Deposit              A mineral deposit is a natural concentration of minerals in the earth's crust. 
                             --------------------------------------------------------------------------------------- 
 Mineral Reserve              the economically mineable part of a Measured and/or Indicated Mineral Resource. 
                               It includes diluting materials and allowances for losses, which may occur 
                               when the material is mined or extracted and is defined by studies at Pre-Feasibility 
                               or Feasibility level as appropriate that include application of Modifying 
                               Factors. Such studies demonstrate that, at the time of reporting, extraction 
                               could reasonably be justified 
                             --------------------------------------------------------------------------------------- 
 Mineral Resource             A 'Mineral Resource' is a concentration or occurrence of solid material of 
                               economic interest in or on the Earth's crust in such form, grade (or quality), 
                               and quantity that there are reasonable prospects for eventual economic extraction. 
                               The location, quantity, grade (or quality), continuity and other geological 
                               characteristics of a Mineral Resource are known, estimated or interpreted 
                               from specific geological evidence and knowledge, including sampling. Mineral 
                               Resources are sub-divided, in order of increasing geological confidence, 
                               into Inferred, Indicated and Measured categories. 
                             --------------------------------------------------------------------------------------- 
 mineralised/mineralisation   a natural concentration of an economic commodity within the earth's crust, 
                               in this case potassium 
                             --------------------------------------------------------------------------------------- 
 Mining royalty               Cost payable to the government of RoC as documented din the mining convention 
                             --------------------------------------------------------------------------------------- 
 modelling (resource)         modelling refers to the creation of outlines in 2D or 3D for geological domains 
                               or structures 
                             --------------------------------------------------------------------------------------- 
 Muriate of Potash            The saleable form of potassium chloride, comprising a minimum of 95% KCl 
  (MoP) 
                             --------------------------------------------------------------------------------------- 
 Ore and orebody              Ore is the economically and technically mineable material. The orebody is 
                               the mineable part of the deposit comprising the Ore Reserves 
                             --------------------------------------------------------------------------------------- 
 Ore Reserve                  The economically mineable part of a Measured and/or Indicated Mineral Resource. 
                               It includes diluting materials and allowances for losses, which may occur 
                               when the material is mined or extracted and is defined by studies at Pre-Feasibility 
                               or Feasibility level as appropriate that include application of Modifying 
                               Factors. Such studies demonstrate that, at the time of reporting, extraction 
                               could reasonably be justified 
                             --------------------------------------------------------------------------------------- 
 paleo-topography             topography of an ancient land surface 
                             --------------------------------------------------------------------------------------- 
 pillars (in mining)          the columns of rock left in place in mining to support the mine opening, 
                               either within the mined out areas (rooms) or adjacent to them 
                             --------------------------------------------------------------------------------------- 
 potash                       refers to any of various mined and manufactured salts that contain potassium 
                               in water-soluble form. In this report generally refers to the potassium bearing 
                               rock types 
                             --------------------------------------------------------------------------------------- 
 Pre-Feasibility Study         A Preliminary Feasibility Study (Pre-Feasibility Study) is a comprehensive 
                                study of a range of options for the technical and economic viability of a 
                                mineral project that has advanced to a stage where a preferred mining method, 
                                in the case of underground mining, or the pit configuration, in the case 
                                of an open pit, is established and an effective method of mineral processing 
                                is determined. It includes a financial analysis based on reasonable assumptions 
                                on the Modifying Factors and the evaluation of any other relevant factors 
                                which are sufficient for a Competent Person, acting reasonably, to determine 
                                if all or part of the Mineral Resources may be converted to an Ore Reserve 
                                at the time of reporting. A Pre-Feasibility Study is at a lower confidence 
                                level than a Feasibility Study. 
                             --------------------------------------------------------------------------------------- 
 pycnometer                   A laboratory device used for measuring the density of solids. 
                             --------------------------------------------------------------------------------------- 
 recovery (of drill           refers to the amount of core recovered as a % of the amount that should have 
  core)                        been recovered if no loss was incurred. 
                             --------------------------------------------------------------------------------------- 
 riffle (splitter)            a device used for the separation of crushed or pulverised material into equal 
                               portions 
                             --------------------------------------------------------------------------------------- 
 rift                         refers to the splitting apart of the earth's crust due to extension, typically 
                               resulting in crustal thinning and normal faulting 
                             --------------------------------------------------------------------------------------- 
 Rock Salt                    A rock comprising predominantly of the mineral halite 
                             --------------------------------------------------------------------------------------- 
 rock-salt                    rock comprising predominantly of the mineral halite 
                             --------------------------------------------------------------------------------------- 
 rotary (drilling)            a method of drilling using a rotating destructive bit to penetrate the rocks 
                               and using water with various additives referred to as the drilling fluid 
                               or 'mud' 
                             --------------------------------------------------------------------------------------- 
 Salt-back                    Rock salt between the cavern and the top of the salt member 
                             --------------------------------------------------------------------------------------- 
 sample (core)                a length of drill-core that may be tested, for grade or other attributes 
                             --------------------------------------------------------------------------------------- 
 sediment                     A naturally occurring material that is broken down by processes of weathering 
                               and erosion, and is subsequently transported by the action of wind, water, 
                               or ice, and/or by the force of gravity acting on the particles. 
                             --------------------------------------------------------------------------------------- 
 seismic                      in this case seismic reflection, a method of exploration geophysics that 
                               uses the principles of seismology to estimate the properties of the Earth's 
                               subsurface from reflected seismic waves. The method requires a controlled 
                               seismic source of energy, such as dynamite or Tovex blast, a specialized 
                               air gun or a seismic vibrator 
                             --------------------------------------------------------------------------------------- 
 Stratigraphy                 Stratigraphy is a branch of geology concerned with the study of rock layers 
                               and layering. It is primarily used in the study of sedimentary and layered 
                               volcanic rocks 
                             --------------------------------------------------------------------------------------- 
 strike                       refers to the direction of preferred control of the mineralization be it 
                               structural or depositional. In this direction it is expected that there be 
                               greater correlation of attributes 
                             --------------------------------------------------------------------------------------- 
 strip logs                   also known as graphic logs, are the graphical display of drill-hole data 
                               such a lithology, typically plotted against depth 
                             --------------------------------------------------------------------------------------- 
 structure                    here refers to faults, fractures of zones of subsidence that affect the stratigraphy 
                             --------------------------------------------------------------------------------------- 
 sylvinite                    a rock type comprised predominately of the mineral sylvite and halite 
                             --------------------------------------------------------------------------------------- 
 sylvite                      an evaporite mineral, potassium chloride (KCl) 
                             --------------------------------------------------------------------------------------- 
 unconformity                 An unconformity is a buried erosional or non-depositional surface separating 
                               two rock masses or strata of different ages, indicating that sediment deposition 
                               was not continuous 
                             --------------------------------------------------------------------------------------- 
 wireframe                    a 3D surface created in mining software to enclose a geological domain 
                             --------------------------------------------------------------------------------------- 
 
 
 Abbreviations 
 CFR            Cost and Freight 
               ------------------------------------------------------------- 
 CoG            Cut-off Grade 
               ------------------------------------------------------------- 
 CP             Competent Person 
               ------------------------------------------------------------- 
 DFS            Definitive Feasibility Study 
               ------------------------------------------------------------- 
 DUP            Decree D'Utilite Publique 
               ------------------------------------------------------------- 
 EBITDA         Earnings before interest, tax, depreciation and amortization 
               ------------------------------------------------------------- 
 EPC            Engineering, Procurement and Construction 
               ------------------------------------------------------------- 
 EPCM           Engineering, Procurement and Construction Management 
               ------------------------------------------------------------- 
 ESIA           Environmental and Social Impact Assessment 
               ------------------------------------------------------------- 
 ESMP           Environmental and Social Management Plan 
               ------------------------------------------------------------- 
 FOB            Free on board 
               ------------------------------------------------------------- 
 HWS            Hangingwall Seam 
               ------------------------------------------------------------- 
 IRR            Internal rate of Return 
               ------------------------------------------------------------- 
 JORC           (Australasian) Joint Ore Reserves Committee 
               ------------------------------------------------------------- 
 K60            MoP product has a minimum K2O content of 60%, corresponding 
                 to a KCl content of 95%. 
               ------------------------------------------------------------- 
 KCl            Potassium Chloride 
               ------------------------------------------------------------- 
 LoM            Life-of-Mine 
               ------------------------------------------------------------- 
 MoP            Muriate of Potash 
               ------------------------------------------------------------- 
 MoPG           Muriate of Potash - Granular 
               ------------------------------------------------------------- 
 MoPS           Muriate of Potash - Standard 
               ------------------------------------------------------------- 
 MRE            Mineral Resource Estimate 
               ------------------------------------------------------------- 
 Mtpa           Million tons per annum 
               ------------------------------------------------------------- 
 NaCl           Sodium Chloride 
               ------------------------------------------------------------- 
 NPV10 (real)   Net Present Value 
               ------------------------------------------------------------- 
 PFS            Pre-Feasibility Study 
               ------------------------------------------------------------- 
 RAP            Resettlement Action Plan 
               ------------------------------------------------------------- 
 RoC            Republic of Congo 
               ------------------------------------------------------------- 
 ROM            Run of Mine 
               ------------------------------------------------------------- 
 RPO            Recognized Professional Organization 
               ------------------------------------------------------------- 
 SME            Society for Mining, Metallurgy and Exploration 
               ------------------------------------------------------------- 
 SPSA           Sintoukola Potash SA 
               ------------------------------------------------------------- 
 SWI            Seawater Intake 
               ------------------------------------------------------------- 
 SWO            Seawater Outfall 
               ------------------------------------------------------------- 
 

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